INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -1 VENDOR RANKING CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : INTERCHANGE MODIFICATION AND NOISE ABATEMENT INSTALLATION COMPLETION DATE : 10/15/11 LOCATION : ON I-465 AT 170 (E. LEG) PROJECT(S) : 4654350 0710627 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 6,688,000.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 7,176,376.88 107.3023% 3 38-3806996 HIS CONSTRUCTORS INC $ 7,387,100.00 110.4531% 4 35-1128289 BEATY CONSTRUCTION INC $ 7,440,898.80 111.2575% 5 36-4518443 F H PASCHEN S N NIELSEN & ASSOCIATES LLC $ 7,656,917.11 114.4874% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 8,564,813.05 128.0624% 7 38-2932367 RMD HOLDINGS LTD $ 8,861,265.80 132.4950% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -2 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP | 27000.00000 27000.00| 22651.51000 22651.51| 18966.68000 18966.68 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 150.00000 450.00| 162.12000 486.36 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 36.000 MOS | 80.00000 2880.00| 50.90000 1832.40| 91.87000 3307.32 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 107-10011 40.000 EACH | 595.00000 23800.00| 1200.00000 48000.00| 2578.40000 103136.00 RESIDENTIAL UTILITY HOOKUP | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 332000.00000 332000.00| 300000.00000 300000.00| 332465.78000 332465.78 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 188124.68000 188124.68| 80000.00000 80000.00| 87730.63000 87730.63 CLEARING RIGHT OF WAY | | | 0015 202-02240 3058.000 SYS | 10.50000 32109.00| 10.12000 30946.96| 22.11000 67612.38 PAVEMENT REMOVAL | | | 0016 202-03000 LUMP | 9000.00000 9000.00| 1704.28000 1704.28| 4641.11000 4641.11 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 57 | | | 0017 202-03000 LUMP | 3000.00000 3000.00| 1475.81000 1475.81| 2578.40000 2578.40 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 62 | | | 0018 202-03000 LUMP | 5000.00000 5000.00| 1704.28000 1704.28| 8766.54000 8766.54 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 70 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -3 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 5000.00000 5000.00| 1704.28000 1704.28| 2062.72000 2062.72 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 79 | | | 0020 202-03000 LUMP | 3000.00000 3000.00| 1475.81000 1475.81| 4641.11000 4641.11 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 84 | | | 0021 202-03000 LUMP | 8000.00000 8000.00| 1704.28000 1704.28| 9591.63000 9591.63 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 88 | | | 0022 202-74035 1.000 EACH | 62.00000 62.00| 573.32000 573.32| 63.94000 63.94 SIGN, REMOVE | | | 0023 202-74040 1.000 EACH | 62.00000 62.00| 511.32000 511.32| 63.94000 63.94 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0024 202-94793 415.000 LFT | 20.00000 8300.00| 18.35000 7615.25| 40.50000 16807.50 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0025 202-94954 1108.000 LFT | 13.00000 14404.00| 17.33000 19201.64| 37.88000 41971.04 BARRIER WALL, CONCRETE, REMOVE | | | 0026 202-96531 5160.000 LFT | 1.40000 7224.00| 2.34000 12074.40| 2.58000 13312.80 FENCE, RIGHT-OF-WAY, REMOVE | | | 0027 203-02000 16603.000 CYS | 8.50000 141125.50| 10.00000 166030.00| 13.81000 229287.43 EXCAVATION, COMMON | | | 0028 203-02070 6732.000 CYS | 11.80000 79437.60| 8.00000 53856.00| 15.85000 106702.20 BORROW | | | 0029 205-02770 31.000 SYS | 2.85000 88.35| 1.17000 36.27| 2.94000 91.14 EROSION CONTROL BLANKET | | | 0030 205-03371 3746.000 CYS | 8.00000 29968.00| 2.27000 8503.42| 45.96000 172166.16 SEDIMENT, REMOVE | | | 0031 205-06930 1.400 TON | 60.00000 84.00| 402.61000 563.65| 115.51000 161.71 SPLASHPAD, RIPRAP | | | 0032 205-06931 194.300 TON | 35.00000 6800.50| 85.90000 16690.37| 38.60000 7499.98 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0033 205-06935 1.000 EACH | 8000.00000 8000.00| 15963.47000 15963.47| 5763.26000 5763.26 TEMPORARY SEDIMENT BASIN | | | 0034 205-06936 23.000 TON | 40.00000 920.00| 149.12000 3429.76| 29.57000 680.11 TEMPORARY SEDIMENT TRAP | | | 0035 205-06937 3546.000 LFT | 1.28000 4538.88| 1.82000 6453.72| 1.32000 4680.72 TEMPORARY SILT FENCE | | | 0036 205-06938 30.000 LFT | 26.00000 780.00| 23.32000 699.60| 31.62000 948.60 TEMPORARY SLOPE DRAIN | | | 0037 205-09543 350.000 TON | 20.00000 7000.00| 35.04000 12264.00| 16.64000 5824.00 NO 2 STONE | | | 0038 207-08263 4713.000 SYS | 13.00000 61269.00| 12.85000 60562.05| 17.88000 84268.44 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -4 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 210-07855 1.000 EACH | 1600.00000 1600.00| 2021.47000 2021.47| 3609.75000 3609.75 MONITORING , WELL, RECONSTRUCT | | | 0040 211-02050 9824.000 CYS | 21.00000 206304.00| 34.10000 334998.40| 22.23000 218387.52 B BORROW | | | 0041 211-09264 21.000 CYS | 23.00000 483.00| 17.49000 367.29| 16.02000 336.42 STRUCTURAL BACKFILL, TYPE 1 | | | 0042 211-09265 127.000 CYS | 60.00000 7620.00| 25.97000 3298.19| 37.39000 4748.53 STRUCTURAL BACKFILL, TYPE 2 | | | 0043 211-09266 10503.000 CYS | 21.00000 220563.00| 36.59000 384304.77| 20.35000 213736.05 STRUCTURAL BACKFILL, TYPE 3 | | | 0044 302-06464 513.800 CYS | 36.00000 18496.80| 30.39000 15614.38| 46.99000 24143.46 SUBBASE FOR PCCP | | | 0045 303-01180 2118.700 TON | 16.00000 33899.20| 22.06000 46738.52| 26.28000 55679.44 COMPACTED AGGREGATE, NO. 53 | | | 0046 303-05738 8365.000 TON | 22.00000 184030.00| 29.43000 246181.95| 15.44000 129155.60 AGGREGATE, NO. 5 | | | 0047 304-07492 235.000 TON | 120.00000 28200.00| 131.07000 30801.45| 126.46000 29718.10 WIDENING WITH HMA, TYPE A | | | 0048 406-05521 713.000 SYS | 0.18000 128.34| 0.64000 456.32| 2.58000 1839.54 ASPHALT FOR TACK COAT | | | 0049 501-06266 LUMP | 1500.00000 1500.00| 1000.00000 1000.00| 715.76000 715.76 PROFILOGRAPH, PCCP | | | 0050 501-06325 1716.200 SYS | 51.00000 87526.20| 44.36000 76130.63| 54.66000 93807.49 QC/QA-PCCP, 14 IN | | | 0051 501-06727 LUMP | 1500.00000 1500.00| 508.96000 508.96| 240.05000 240.05 CORING, PCCP | | | 0052 502-06331 283.000 SYS | 70.00000 19810.00| 95.28000 26964.24| 61.37000 17367.71 PCCP, 14 IN | | | 0053 503-03489 170.000 EACH | 35.00000 5950.00| 30.18000 5130.60| 18.56000 3155.20 RETROFITTED TIE BARS | | | 0054 503-05240 1319.000 LFT | 9.00000 11871.00| 16.13000 21275.47| 12.89000 17001.91 D-1 CONTRACTION JOINT | | | 0055 503-05310 58.000 LFT | 25.00000 1450.00| 10.00000 580.00| 239.46000 13888.68 TERMINAL JOINT | | | 0056 601-01522 1.000 EACH | 2200.00000 2200.00| 2200.00000 2200.00| 1928.64000 1928.64 GUARDRAIL TRANSITION TYPE TGB | | | 0057 601-02241 907.000 LFT | 4.25000 3854.75| 4.25000 3854.75| 3.09000 2802.63 GUARDRAIL, REMOVE | | | 0058 601-03457 1.000 EACH | 300.00000 300.00| 300.00000 300.00| 360.98000 360.98 GUARDRAIL W THRIE BEAM RAIL SECTION, | | | 12FT-6 IN | | | 0059 601-06854 3.000 EACH | 2500.00000 7500.00| 2500.00000 7500.00| 2372.12000 7116.36 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -5 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 601-08182 6.250 LFT | 90.00000 562.50| 90.00000 562.50| 41.25000 257.81 GUARDRAIL, THRIE BEAM 1 FT 6.75 IN | | | SPACING | | | 0061 601-99105 1193.750 LFT | 17.00000 20293.75| 17.00000 20293.75| 17.48000 20866.75 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0062 601-99106 2781.250 LFT | 24.00000 66750.00| 24.00000 66750.00| 34.55000 96092.19 GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | | 0063 602-06729 41.000 EACH | 13.00000 533.00| 10.00000 410.00| 14.44000 592.04 BARRIER DELINEATOR | | | 0064 603-01159 1142.000 LFT | 15.00000 17130.00| 15.00000 17130.00| 10.57000 12070.94 FENCE, CHAIN LINK, 42 IN | | | 0065 603-06045 58.000 LFT | 25.00000 1450.00| 25.00000 1450.00| 10.57000 613.06 FENCE, CHAIN LINK, 48 IN | | | 0066 615-06490 36.000 EACH | 130.00000 4680.00| 130.00000 4680.00| 123.76000 4455.36 RIGHT OF WAY MARKER | | | 0067 616-02320 902.000 SYS | 1.11000 1001.22| 4.01000 3617.02| 5.50000 4961.00 GEOTEXTILES | | | 0068 616-06405 260.000 TON | 36.00000 9360.00| 44.52000 11575.20| 41.98000 10914.80 RIPRAP, REVETMENT | | | 0069 616-06406 207.200 SYS | 36.00000 7459.20| 60.00000 12432.00| 42.10000 8723.12 RIPRAP, REVETMENT | | | 0070 616-51367 417.200 SYS | 85.00000 35462.00| 60.91000 25411.65| 118.15000 49292.18 SLOPEWALL, CONCRETE, 4 IN | | | 0071 620-01753 4465.000 SFT | 14.10000 62956.50| 23.43000 104614.95| 18.17000 81129.05 SOUND BARRIER PANELS, WALL MOUNTED, | | | TYPE , TYPE 1 | | | 0072 620-01754 161635.000 SFT | 16.60000 2683141.00| 15.93000 2574845.55| 18.17000 2936907.95 SOUND BARRIER PANELS, GROUND MOUNTED, | | | TYPE , TYPE 1 | | | 0073 620-01755 4465.000 SFT | 7.20000 32148.00| 3.68000 16431.20| 4.27000 19065.55 SOUND BARRIER ERECTION, WALL MOUNTED, | | | TYPE , TYPE 1 | | | 0074 620-01756 161635.000 SFT | 4.10000 662703.50| 4.58000 740288.30| 3.37000 544709.95 SOUND BARRIER ERECTION, GROUND MOUNTED, | | | TYPE , TYPE 1 | | | 0075 620-02119 2110.000 SFT | 14.00000 29540.00| 23.79000 50196.90| 18.17000 38338.70 SOUND BARRIER PANELS, BRIDGE MOUNTED, | | | TYPE , TYPE 1 | | | 0076 620-02121 2110.000 SFT | 7.20000 15192.00| 4.63000 9769.30| 6.39000 13482.90 SOUND BARRIER ERECTION, BRIDGE MOUNTED, | | | TYPE , TYPE 1 | | | 0077 620-08426 LUMP | 85000.00000 85000.00| 89577.19000 89577.19| 95109.74000 95109.74 SOUND BARRIER DESIGN AND LAYOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -6 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 621-01004 10.000 EACH | 300.00000 3000.00| 300.00000 3000.00| 309.41000 3094.10 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02770 1143.000 SYS | 1.20000 1371.60| 5.04000 5760.72| 1.24000 1417.32 EROSION CONTROL BLANKET | | | 0080 621-06545 4.700 TON | 450.00000 2115.00| 650.00000 3055.00| 464.11000 2181.32 FERTILIZER | | | 0081 621-06554 1536.000 LBS | 6.78000 10414.08| 8.37000 12856.32| 6.99000 10736.64 SEED MIXTURE, U | | | 0082 621-06557 1365.000 LBS | 4.75000 6483.75| 2.73000 3726.45| 4.90000 6688.50 SEED MIXTURE, T | | | 0083 621-06565 48.400 TON | 200.00000 9680.00| 295.00000 14278.00| 206.27000 9983.47 MULCHING MATERIAL | | | 0084 621-06567 2.400 kGAL | 1.00000 2.40| 1.00000 2.40| 1.03000 2.47 WATER | | | 0085 621-06574 654.000 SYS | 3.49000 2282.46| 12.06000 7887.24| 3.60000 2354.40 SODDING | | | 0086 628-09402 12.000 MOS | 2400.00000 28800.00| 1526.88000 18322.56| 1815.73000 21788.76 FIELD OFFICE, B | | | 0087 628-09407 12.000 MOS | 210.00000 2520.00| 305.38000 3664.56| 216.16000 2593.92 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0088 702-06850 230.000 EACH | 150.00000 34500.00| 631.35000 145210.50| 199.60000 45908.00 SOUND BARRIER FOUNDATION WITH CASING | | | 0089 703-06028 93.000 LBS | 0.81000 75.33| 1.77000 164.61| 0.82000 76.26 REINFORCING BARS | | | 0090 703-06029 61043.000 LBS | 0.82000 50055.26| 0.78000 47613.54| 0.87000 53107.41 REINFORCING BARS, EPOXY COATED | | | 0091 706-08500 2166.700 SYS | 97.00000 210169.90| 99.33000 215218.31| 103.14000 223473.44 REINFORCED CONCRETE MOMENT SLAB, 14 IN | | | 0092 706-09545 487.000 CYS | 50.00000 24350.00| 28.75000 14001.25| 92.19000 44896.53 COARSE AGGREGATE, NO 8 | | | 0093 706-51020 186.200 CYS | 350.00000 65170.00| 184.93000 34433.97| 428.01000 79695.46 CONCRETE, C, RAILING | | | 0094 709-07733 LUMP | 11250.60000 11250.60| 6750.00000 6750.00| 6961.67000 6961.67 ANTI-GRAFFITI COAT | | | 0095 709-51821 LUMP | 6267.85000 6267.85| 15000.00000 15000.00| 15429.12000 15429.12 SURFACE SEAL | | | 0096 714-44240 1.000 CYS | 2600.00000 2600.00| 1902.05000 1902.05| 2618.38000 2618.38 CONCRETE, A, STRUCTURES | | | 0097 715-05048 1087.000 LFT | 3.88000 4217.56| 3.95000 4293.65| 4.07000 4424.09 PIPE, TYPE 4, CIRCULAR, 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -7 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 715-05053 54.000 LFT | 20.76000 1121.04| 20.50000 1107.00| 21.14000 1141.56 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0099 715-05149 30.000 LFT | 52.00000 1560.00| 115.26000 3457.80| 32.78000 983.40 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0100 715-09064 30.000 LFT | 2.00000 60.00| 2.00000 60.00| 51.57000 1547.10 VIDEO INSPECTION FOR PIPE | | | 0101 715-10091 39.800 LFT | 680.00000 27064.00| 1160.45000 46185.91| 965.33000 38420.13 CONCRETE STRUCTURE EXTENSION, PRECAST | | | CONCRETE BOX SECTIONS, 10 FT. 6 IN. X 6 | | | FT. | | | 0102 715-46000 1.000 EACH | 400.00000 400.00| 702.34000 702.34| 458.86000 458.86 PIPE END SECTION, 12 IN | | | 0103 718-06528 2.000 EACH | 650.00000 1300.00| 695.00000 1390.00| 716.80000 1433.60 OUTLET PROTECTOR, 1 | | | 0104 718-06532 1000.000 LFT | 2.00000 2000.00| 2.00000 2000.00| 2.58000 2580.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0105 718-52610 98.000 CYS | 48.00000 4704.00| 47.50000 4655.00| 48.99000 4801.02 AGGREGATE FOR UNDERDRAINS | | | 0106 718-99153 966.000 SYS | 1.61000 1555.26| 2.75000 2656.50| 2.84000 2743.44 GEOTEXTILES FOR UNDERDRAIN | | | 0107 720-45605 2.000 LFT | 580.00000 1160.00| 2021.50000 4043.00| 727.00000 1454.00 STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0108 731-93945 18751.000 SFT | 14.50000 271889.50| 13.21000 247700.71| 14.00000 262514.00 FACE PANELS, CONCRETE | | | 0109 731-93946 18751.000 SFT | 5.20000 97505.20| 10.77000 201948.27| 7.52000 141007.52 WALL ERECTION | | | 0110 731-93947 927.200 LFT | 25.00000 23180.00| 15.12000 14019.26| 20.50000 19007.60 LEVELING PAD, CONCRETE | | | 0111 801-03290 8.000 EACH | 145.00000 1160.00| 145.00000 1160.00| 221.74000 1773.92 CONSTRUCTION SIGN, C | | | 0112 801-06203 2160.000 LFT | 0.65000 1404.00| 0.65000 1404.00| 0.51000 1101.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0113 801-06207 14208.000 LFT | 0.95000 13497.60| 0.95000 13497.60| 0.95000 13497.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0114 801-06640 46.000 EACH | 135.00000 6210.00| 135.00000 6210.00| 143.36000 6594.56 CONSTRUCTION SIGN, A | | | 0115 801-06645 1.000 EACH | 65.00000 65.00| 65.00000 65.00| 72.20000 72.20 CONSTRUCTION SIGN, B | | | 0116 801-06710 1200.000 DAY | 10.00000 12000.00| 10.00000 12000.00| 12.38000 14856.00 FLASHING ARROW SIGN | | | 0117 801-06775 LUMP | 30000.00000 30000.00| 80245.55000 80245.55| 47015.76000 47015.76 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -8 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 801-07119 36.000 LFT | 12.00000 432.00| 12.00000 432.00| 15.47000 556.92 BARRICADE, III-B | | | 0119 801-08401 2969.000 LFT | 16.00000 47504.00| 19.88000 59023.72| 31.52000 93582.88 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0120 802-01749 71.000 EACH | 353.00000 25063.00| 353.00000 25063.00| 364.07000 25848.97 SIGN BRACKET ASSEMBLY, WALL MOUNTED | | | 0121 802-01750 58.000 EACH | 124.00000 7192.00| 124.00000 7192.00| 127.89000 7417.62 BRIDGE BRACKET ASSEMBLY, FLUSH MOUNTED | | | 0122 802-07057 55.000 SFT | 27.50000 1512.50| 27.50000 1512.50| 28.36000 1559.80 SIGN, PANEL, WITH LEGEND | | | 0123 802-07059 3.000 EACH | 62.00000 186.00| 62.00000 186.00| 63.94000 191.82 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0124 802-07151 2.000 EACH | 441.00000 882.00| 441.00000 882.00| 454.83000 909.66 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0125 802-09838 48.000 SFT | 13.50000 648.00| 13.50000 648.00| 13.92000 668.16 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0126 802-09840 578.000 SFT | 14.50000 8381.00| 14.50000 8381.00| 14.95000 8641.10 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0127 802-09842 306.000 SFT | 16.00000 4896.00| 16.00000 4896.00| 16.50000 5049.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0128 802-76055 376.000 LFT | 4.90000 1842.40| 4.90000 1842.40| 5.05000 1898.80 SIGN POST, A | | | 0129 802-76095 212.400 LBS | 4.10000 870.84| 4.10000 870.84| 4.23000 898.45 STRUCTURAL STEEL, BREAKAWAY | | | 0130 802-93389 1.000 EACH | 1536.00000 1536.00| 1536.00000 1536.00| 1584.17000 1584.17 BARRIER WALL SIGN BRACKET, SHOULDER | | | 0131 807-07580 1000.000 LFT | 12.00000 12000.00| 12.00000 12000.00| 12.38000 12380.00 WIRE #4 COPPER PLASTIC DUCT IN TRENCH 4 | | | 1/C | | | 0132 808-06716 14160.000 LFT | 0.25000 3540.00| 0.25000 3540.00| 0.38000 5380.80 LINE, REMOVE | | | 0133 808-10031 790.000 LFT | 0.45000 355.50| 0.45000 355.50| 0.20000 158.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0134 808-10033 1498.000 LFT | 0.45000 674.10| 0.45000 674.10| 0.41000 614.18 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0135 808-10039 2600.000 LFT | 1.35000 3510.00| 1.35000 3510.00| 0.52000 1352.00 LINE, MULTI-COMP, SOLID, WHITE, 12 IN | | | 0136 808-75998 120.000 EACH | 35.24000 4228.80| 26.95000 3234.00| 36.35000 4362.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 6,688,000.00| $ 7,176,376.88| $ 7,387,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,688,000.00| $ 7,176,376.88| $ 7,387,100.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -9 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 36-4518443 |( 6 ) 35-1618530 |BEATY CONSTRUCTION INC |F H PASCHEN S N NIELSEN & AS |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 100000.00000 100000.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 525.00000 1575.00| 100.00000 300.00| 200.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 36.000 MOS | 140.00000 5040.00| 100.00000 3600.00| 100.00000 3600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 107-10011 40.000 EACH | 800.00000 32000.00| 5000.00000 200000.00| 3500.00000 140000.00 RESIDENTIAL UTILITY HOOKUP | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 372044.00000 372044.00| 375000.00000 375000.00| 428240.65000 428240.65 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 216775.00000 216775.00| 75000.00000 75000.00| 256944.39000 256944.39 CLEARING RIGHT OF WAY | | | 0015 202-02240 3058.000 SYS | 10.00000 30580.00| 10.00000 30580.00| 20.00000 61160.00 PAVEMENT REMOVAL | | | 0016 202-03000 LUMP | 3000.00000 3000.00| 12500.00000 12500.00| 5300.00000 5300.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 57 | | | 0017 202-03000 LUMP | 600.00000 600.00| 12500.00000 12500.00| 1600.00000 1600.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 62 | | | 0018 202-03000 LUMP | 3500.00000 3500.00| 15000.00000 15000.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 70 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -10 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 36-4518443 |( 6 ) 35-1618530 |BEATY CONSTRUCTION INC |F H PASCHEN S N NIELSEN & AS |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 600.00000 600.00| 15000.00000 15000.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 79 | | | 0020 202-03000 LUMP | 3000.00000 3000.00| 12500.00000 12500.00| 1600.00000 1600.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 84 | | | 0021 202-03000 LUMP | 6000.00000 6000.00| 15000.00000 15000.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 88 | | | 0022 202-74035 1.000 EACH | 63.00000 63.00| 62.00000 62.00| 62.00000 62.00 SIGN, REMOVE | | | 0023 202-74040 1.000 EACH | 63.00000 63.00| 62.00000 62.00| 62.00000 62.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0024 202-94793 415.000 LFT | 15.00000 6225.00| 15.00000 6225.00| 30.00000 12450.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0025 202-94954 1108.000 LFT | 15.00000 16620.00| 12.00000 13296.00| 30.00000 33240.00 BARRIER WALL, CONCRETE, REMOVE | | | 0026 202-96531 5160.000 LFT | 2.50000 12900.00| 1.70000 8772.00| 4.00000 20640.00 FENCE, RIGHT-OF-WAY, REMOVE | | | 0027 203-02000 16603.000 CYS | 11.50000 190934.50| 10.00000 166030.00| 8.75000 145276.25 EXCAVATION, COMMON | | | 0028 203-02070 6732.000 CYS | 9.00000 60588.00| 15.00000 100980.00| 12.00000 80784.00 BORROW | | | 0029 205-02770 31.000 SYS | 5.25000 162.75| 2.85000 88.35| 5.00000 155.00 EROSION CONTROL BLANKET | | | 0030 205-03371 3746.000 CYS | 11.50000 43079.00| 8.00000 29968.00| 8.00000 29968.00 SEDIMENT, REMOVE | | | 0031 205-06930 1.400 TON | 60.00000 84.00| 250.00000 350.00| 45.00000 63.00 SPLASHPAD, RIPRAP | | | 0032 205-06931 194.300 TON | 70.00000 13601.00| 30.00000 5829.00| 38.00000 7383.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0033 205-06935 1.000 EACH | 26500.00000 26500.00| 75000.00000 75000.00| 22000.00000 22000.00 TEMPORARY SEDIMENT BASIN | | | 0034 205-06936 23.000 TON | 40.00000 920.00| 100.00000 2300.00| 48.00000 1104.00 TEMPORARY SEDIMENT TRAP | | | 0035 205-06937 3546.000 LFT | 1.30000 4609.80| 1.28000 4538.88| 1.20000 4255.20 TEMPORARY SILT FENCE | | | 0036 205-06938 30.000 LFT | 26.00000 780.00| 40.00000 1200.00| 25.00000 750.00 TEMPORARY SLOPE DRAIN | | | 0037 205-09543 350.000 TON | 45.00000 15750.00| 30.00000 10500.00| 25.00000 8750.00 NO 2 STONE | | | 0038 207-08263 4713.000 SYS | 9.50000 44773.50| 30.00000 141390.00| 13.00000 61269.00 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -11 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 36-4518443 |( 6 ) 35-1618530 |BEATY CONSTRUCTION INC |F H PASCHEN S N NIELSEN & AS |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 210-07855 1.000 EACH | 2000.00000 2000.00| 500.00000 500.00| 2400.00000 2400.00 MONITORING , WELL, RECONSTRUCT | | | 0040 211-02050 9824.000 CYS | 22.00000 216128.00| 25.00000 245600.00| 28.00000 275072.00 B BORROW | | | 0041 211-09264 21.000 CYS | 37.00000 777.00| 35.00000 735.00| 50.00000 1050.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0042 211-09265 127.000 CYS | 37.00000 4699.00| 50.00000 6350.00| 30.00000 3810.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0043 211-09266 10503.000 CYS | 22.00000 231066.00| 25.00000 262575.00| 35.00000 367605.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0044 302-06464 513.800 CYS | 35.00000 17983.00| 40.00000 20552.00| 40.00000 20552.00 SUBBASE FOR PCCP | | | 0045 303-01180 2118.700 TON | 28.00000 59323.60| 12.50000 26483.75| 24.00000 50848.80 COMPACTED AGGREGATE, NO. 53 | | | 0046 303-05738 8365.000 TON | 22.00000 184030.00| 15.00000 125475.00| 25.00000 209125.00 AGGREGATE, NO. 5 | | | 0047 304-07492 235.000 TON | 180.00000 42300.00| 117.00000 27495.00| 117.00000 27495.00 WIDENING WITH HMA, TYPE A | | | 0048 406-05521 713.000 SYS | 1.00000 713.00| 1.00000 713.00| 1.00000 713.00 ASPHALT FOR TACK COAT | | | 0049 501-06266 LUMP | 500.00000 500.00| 2500.00000 2500.00| 1500.00000 1500.00 PROFILOGRAPH, PCCP | | | 0050 501-06325 1716.200 SYS | 60.00000 102972.00| 70.00000 120134.00| 64.00000 109836.80 QC/QA-PCCP, 14 IN | | | 0051 501-06727 LUMP | 500.00000 500.00| 1000.00000 1000.00| 4700.00000 4700.00 CORING, PCCP | | | 0052 502-06331 283.000 SYS | 72.00000 20376.00| 90.00000 25470.00| 80.00000 22640.00 PCCP, 14 IN | | | 0053 503-03489 170.000 EACH | 22.00000 3740.00| 12.00000 2040.00| 14.00000 2380.00 RETROFITTED TIE BARS | | | 0054 503-05240 1319.000 LFT | 16.25000 21433.75| 10.00000 13190.00| 16.00000 21104.00 D-1 CONTRACTION JOINT | | | 0055 503-05310 58.000 LFT | 160.00000 9280.00| 140.00000 8120.00| 315.00000 18270.00 TERMINAL JOINT | | | 0056 601-01522 1.000 EACH | 2000.00000 2000.00| 2200.00000 2200.00| 1870.00000 1870.00 GUARDRAIL TRANSITION TYPE TGB | | | 0057 601-02241 907.000 LFT | 3.10000 2811.70| 4.25000 3854.75| 3.00000 2721.00 GUARDRAIL, REMOVE | | | 0058 601-03457 1.000 EACH | 350.00000 350.00| 300.00000 300.00| 350.00000 350.00 GUARDRAIL W THRIE BEAM RAIL SECTION, | | | 12FT-6 IN | | | 0059 601-06854 3.000 EACH | 2325.00000 6975.00| 2500.00000 7500.00| 2300.00000 6900.00 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -12 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 36-4518443 |( 6 ) 35-1618530 |BEATY CONSTRUCTION INC |F H PASCHEN S N NIELSEN & AS |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 601-08182 6.250 LFT | 43.20000 270.00| 90.00000 562.50| 40.00000 250.00 GUARDRAIL, THRIE BEAM 1 FT 6.75 IN | | | SPACING | | | 0061 601-99105 1193.750 LFT | 18.31000 21857.56| 17.00000 20293.75| 16.95000 20234.06 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0062 601-99106 2781.250 LFT | 36.18000 100625.63| 24.00000 66750.00| 35.00000 97343.75 GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | | 0063 602-06729 41.000 EACH | 10.00000 410.00| 13.00000 533.00| 13.00000 533.00 BARRIER DELINEATOR | | | 0064 603-01159 1142.000 LFT | 10.50000 11991.00| 15.00000 17130.00| 10.25000 11705.50 FENCE, CHAIN LINK, 42 IN | | | 0065 603-06045 58.000 LFT | 10.50000 609.00| 25.00000 1450.00| 10.25000 594.50 FENCE, CHAIN LINK, 48 IN | | | 0066 615-06490 36.000 EACH | 125.00000 4500.00| 130.00000 4680.00| 120.00000 4320.00 RIGHT OF WAY MARKER | | | 0067 616-02320 902.000 SYS | 2.75000 2480.50| 1.50000 1353.00| 3.25000 2931.50 GEOTEXTILES | | | 0068 616-06405 260.000 TON | 26.00000 6760.00| 30.00000 7800.00| 28.00000 7280.00 RIPRAP, REVETMENT | | | 0069 616-06406 207.200 SYS | 56.00000 11603.20| 35.00000 7252.00| 38.00000 7873.60 RIPRAP, REVETMENT | | | 0070 616-51367 417.200 SYS | 61.00000 25449.20| 60.00000 25032.00| 100.00000 41720.00 SLOPEWALL, CONCRETE, 4 IN | | | 0071 620-01753 4465.000 SFT | 23.00000 102695.00| 20.00000 89300.00| 15.00000 66975.00 SOUND BARRIER PANELS, WALL MOUNTED, | | | TYPE , TYPE 1 | | | 0072 620-01754 161635.000 SFT | 18.00000 2909430.00| 18.70000 3022574.50| 14.00000 2262890.00 SOUND BARRIER PANELS, GROUND MOUNTED, | | | TYPE , TYPE 1 | | | 0073 620-01755 4465.000 SFT | 8.50000 37952.50| 2.51000 11207.15| 14.50000 64742.50 SOUND BARRIER ERECTION, WALL MOUNTED, | | | TYPE , TYPE 1 | | | 0074 620-01756 161635.000 SFT | 5.00000 808175.00| 2.07000 334584.45| 11.05000 1786066.75 SOUND BARRIER ERECTION, GROUND MOUNTED, | | | TYPE , TYPE 1 | | | 0075 620-02119 2110.000 SFT | 23.00000 48530.00| 18.00000 37980.00| 15.00000 31650.00 SOUND BARRIER PANELS, BRIDGE MOUNTED, | | | TYPE , TYPE 1 | | | 0076 620-02121 2110.000 SFT | 8.50000 17935.00| 2.61000 5507.10| 15.50000 32705.00 SOUND BARRIER ERECTION, BRIDGE MOUNTED, | | | TYPE , TYPE 1 | | | 0077 620-08426 LUMP | 100000.00000 100000.00| 175000.00000 175000.00| 93000.00000 93000.00 SOUND BARRIER DESIGN AND LAYOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -13 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 36-4518443 |( 6 ) 35-1618530 |BEATY CONSTRUCTION INC |F H PASCHEN S N NIELSEN & AS |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 621-01004 10.000 EACH | 200.00000 2000.00| 300.00000 3000.00| 200.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02770 1143.000 SYS | 1.15000 1314.45| 1.20000 1371.60| 1.10000 1257.30 EROSION CONTROL BLANKET | | | 0080 621-06545 4.700 TON | 640.00000 3008.00| 450.00000 2115.00| 635.00000 2984.50 FERTILIZER | | | 0081 621-06554 1536.000 LBS | 6.10000 9369.60| 6.78000 10414.08| 6.03000 9262.08 SEED MIXTURE, U | | | 0082 621-06557 1365.000 LBS | 2.10000 2866.50| 4.75000 6483.75| 2.07000 2825.55 SEED MIXTURE, T | | | 0083 621-06565 48.400 TON | 200.00000 9680.00| 200.00000 9680.00| 195.00000 9438.00 MULCHING MATERIAL | | | 0084 621-06567 2.400 kGAL | 1.00000 2.40| 1.00000 2.40| 1.00000 2.40 WATER | | | 0085 621-06574 654.000 SYS | 4.75000 3106.50| 3.49000 2282.46| 3.54000 2315.16 SODDING | | | 0086 628-09402 12.000 MOS | 2500.00000 30000.00| 2500.00000 30000.00| 3000.00000 36000.00 FIELD OFFICE, B | | | 0087 628-09407 12.000 MOS | 550.00000 6600.00| 200.00000 2400.00| 250.00000 3000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0088 702-06850 230.000 EACH | 125.00000 28750.00| 950.00000 218500.00| 550.00000 126500.00 SOUND BARRIER FOUNDATION WITH CASING | | | 0089 703-06028 93.000 LBS | 0.90000 83.70| 0.75000 69.75| 3.00000 279.00 REINFORCING BARS | | | 0090 703-06029 61043.000 LBS | 0.90000 54938.70| 0.76000 46392.68| 1.00000 61043.00 REINFORCING BARS, EPOXY COATED | | | 0091 706-08500 2166.700 SYS | 82.00000 177669.40| 63.00000 136502.10| 110.00000 238337.00 REINFORCED CONCRETE MOMENT SLAB, 14 IN | | | 0092 706-09545 487.000 CYS | 50.00000 24350.00| 40.00000 19480.00| 45.00000 21915.00 COARSE AGGREGATE, NO 8 | | | 0093 706-51020 186.200 CYS | 450.00000 83790.00| 250.00000 46550.00| 500.00000 93100.00 CONCRETE, C, RAILING | | | 0094 709-07733 LUMP | 6800.00000 6800.00| 11250.00000 11250.00| 11250.00000 11250.00 ANTI-GRAFFITI COAT | | | 0095 709-51821 LUMP | 15500.00000 15500.00| 6267.85000 6267.85| 6300.00000 6300.00 SURFACE SEAL | | | 0096 714-44240 1.000 CYS | 3000.00000 3000.00| 3100.00000 3100.00| 1500.00000 1500.00 CONCRETE, A, STRUCTURES | | | 0097 715-05048 1087.000 LFT | 6.50000 7065.50| 3.00000 3261.00| 5.00000 5435.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -14 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 36-4518443 |( 6 ) 35-1618530 |BEATY CONSTRUCTION INC |F H PASCHEN S N NIELSEN & AS |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 715-05053 54.000 LFT | 25.00000 1350.00| 11.70000 631.80| 25.00000 1350.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0099 715-05149 30.000 LFT | 54.00000 1620.00| 117.42000 3522.60| 40.00000 1200.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0100 715-09064 30.000 LFT | 50.00000 1500.00| 2.00000 60.00| 26.00000 780.00 VIDEO INSPECTION FOR PIPE | | | 0101 715-10091 39.800 LFT | 1500.00000 59700.00| 557.00000 22168.60| 1300.00000 51740.00 CONCRETE STRUCTURE EXTENSION, PRECAST | | | CONCRETE BOX SECTIONS, 10 FT. 6 IN. X 6 | | | FT. | | | 0102 715-46000 1.000 EACH | 250.00000 250.00| 800.34000 800.34| 550.00000 550.00 PIPE END SECTION, 12 IN | | | 0103 718-06528 2.000 EACH | 325.00000 650.00| 537.77000 1075.54| 800.00000 1600.00 OUTLET PROTECTOR, 1 | | | 0104 718-06532 1000.000 LFT | 2.50000 2500.00| 2.00000 2000.00| 5.00000 5000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0105 718-52610 98.000 CYS | 52.00000 5096.00| 48.24000 4727.52| 45.00000 4410.00 AGGREGATE FOR UNDERDRAINS | | | 0106 718-99153 966.000 SYS | 1.33000 1284.78| 1.10000 1062.60| 2.00000 1932.00 GEOTEXTILES FOR UNDERDRAIN | | | 0107 720-45605 2.000 LFT | 800.00000 1600.00| 496.16000 992.32| 1200.00000 2400.00 STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0108 731-93945 18751.000 SFT | 13.00000 243763.00| 16.00000 300016.00| 15.60000 292515.60 FACE PANELS, CONCRETE | | | 0109 731-93946 18751.000 SFT | 4.20000 78754.20| 8.00000 150008.00| 7.00000 131257.00 WALL ERECTION | | | 0110 731-93947 927.200 LFT | 84.00000 77884.80| 25.00000 23180.00| 33.00000 30597.60 LEVELING PAD, CONCRETE | | | 0111 801-03290 8.000 EACH | 155.00000 1240.00| 145.00000 1160.00| 145.00000 1160.00 CONSTRUCTION SIGN, C | | | 0112 801-06203 2160.000 LFT | 0.70000 1512.00| 0.65000 1404.00| 0.65000 1404.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0113 801-06207 14208.000 LFT | 1.03000 14634.24| 0.95000 13497.60| 0.95000 13497.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0114 801-06640 46.000 EACH | 145.82000 6707.72| 135.00000 6210.00| 135.00000 6210.00 CONSTRUCTION SIGN, A | | | 0115 801-06645 1.000 EACH | 70.20000 70.20| 65.00000 65.00| 65.00000 65.00 CONSTRUCTION SIGN, B | | | 0116 801-06710 1200.000 DAY | 10.80000 12960.00| 10.00000 12000.00| 10.00000 12000.00 FLASHING ARROW SIGN | | | 0117 801-06775 LUMP | 33500.00000 33500.00| 225000.00000 225000.00| 104250.53000 104250.53 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -15 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 36-4518443 |( 6 ) 35-1618530 |BEATY CONSTRUCTION INC |F H PASCHEN S N NIELSEN & AS |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 801-07119 36.000 LFT | 12.00000 432.00| 12.00000 432.00| 12.00000 432.00 BARRICADE, III-B | | | 0119 801-08401 2969.000 LFT | 27.00000 80163.00| 29.00000 86101.00| 45.26000 134376.94 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0120 802-01749 71.000 EACH | 350.00000 24850.00| 353.00000 25063.00| 353.00000 25063.00 SIGN BRACKET ASSEMBLY, WALL MOUNTED | | | 0121 802-01750 58.000 EACH | 125.00000 7250.00| 124.00000 7192.00| 124.00000 7192.00 BRIDGE BRACKET ASSEMBLY, FLUSH MOUNTED | | | 0122 802-07057 55.000 SFT | 29.50000 1622.50| 27.50000 1512.50| 27.50000 1512.50 SIGN, PANEL, WITH LEGEND | | | 0123 802-07059 3.000 EACH | 62.50000 187.50| 62.00000 186.00| 62.00000 186.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0124 802-07151 2.000 EACH | 445.00000 890.00| 441.00000 882.00| 441.00000 882.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0125 802-09838 48.000 SFT | 14.00000 672.00| 13.50000 648.00| 13.50000 648.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0126 802-09840 578.000 SFT | 15.00000 8670.00| 14.50000 8381.00| 14.50000 8381.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0127 802-09842 306.000 SFT | 17.00000 5202.00| 16.00000 4896.00| 16.00000 4896.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0128 802-76055 376.000 LFT | 5.50000 2068.00| 4.90000 1842.40| 4.90000 1842.40 SIGN POST, A | | | 0129 802-76095 212.400 LBS | 4.50000 955.80| 4.10000 870.84| 4.10000 870.84 STRUCTURAL STEEL, BREAKAWAY | | | 0130 802-93389 1.000 EACH | 1550.00000 1550.00| 1536.00000 1536.00| 1536.00000 1536.00 BARRIER WALL SIGN BRACKET, SHOULDER | | | 0131 807-07580 1000.000 LFT | 12.25000 12250.00| 12.00000 12000.00| 12.00000 12000.00 WIRE #4 COPPER PLASTIC DUCT IN TRENCH 4 | | | 1/C | | | 0132 808-06716 14160.000 LFT | 0.25000 3540.00| 0.25000 3540.00| 0.25000 3540.00 LINE, REMOVE | | | 0133 808-10031 790.000 LFT | 0.49000 387.10| 0.45000 355.50| 0.45000 355.50 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0134 808-10033 1498.000 LFT | 0.49000 734.02| 0.45000 674.10| 0.45000 674.10 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0135 808-10039 2600.000 LFT | 1.46000 3796.00| 1.35000 3510.00| 1.35000 3510.00 LINE, MULTI-COMP, SOLID, WHITE, 12 IN | | | 0136 808-75998 120.000 EACH | 30.00000 3600.00| 26.95000 3234.00| 35.24000 4228.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 7,440,898.80| $ 7,656,917.11| $ 8,564,813.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,440,898.80| $ 7,656,917.11| $ 8,564,813.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -16 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-2932367 |( ) |( ) |RMD HOLDINGS LTD | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP | 41665.80000 41665.80| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 354.00000 1062.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 36.000 MOS | 88.50000 3186.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 107-10011 40.000 EACH | 944.00000 37760.00| | RESIDENTIAL UTILITY HOOKUP | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 277689.15000 277689.15| | MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 171336.00000 171336.00| | CLEARING RIGHT OF WAY | | | 0015 202-02240 3058.000 SYS | 9.75000 29815.50| | PAVEMENT REMOVAL | | | 0016 202-03000 LUMP | 2647.43000 2647.43| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 57 | | | 0017 202-03000 LUMP | 2647.43000 2647.43| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 62 | | | 0018 202-03000 LUMP | 2647.43000 2647.43| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 70 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -17 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-2932367 |( ) |( ) |RMD HOLDINGS LTD | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 2647.43000 2647.43| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 79 | | | 0020 202-03000 LUMP | 2647.43000 2647.43| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 84 | | | 0021 202-03000 LUMP | 2647.43000 2647.43| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 88 | | | 0022 202-74035 1.000 EACH | 218.30000 218.30| | SIGN, REMOVE | | | 0023 202-74040 1.000 EACH | 218.30000 218.30| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0024 202-94793 415.000 LFT | 9.97000 4137.55| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0025 202-94954 1108.000 LFT | 9.96000 11035.68| | BARRIER WALL, CONCRETE, REMOVE | | | 0026 202-96531 5160.000 LFT | 0.30000 1548.00| | FENCE, RIGHT-OF-WAY, REMOVE | | | 0027 203-02000 16603.000 CYS | 15.32000 254357.96| | EXCAVATION, COMMON | | | 0028 203-02070 6732.000 CYS | 25.61000 172406.52| | BORROW | | | 0029 205-02770 31.000 SYS | 5.90000 182.90| | EROSION CONTROL BLANKET | | | 0030 205-03371 3746.000 CYS | 19.04000 71323.84| | SEDIMENT, REMOVE | | | 0031 205-06930 1.400 TON | 42.07000 58.90| | SPLASHPAD, RIPRAP | | | 0032 205-06931 194.300 TON | 42.07000 8174.20| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0033 205-06935 1.000 EACH | 18941.14000 18941.14| | TEMPORARY SEDIMENT BASIN | | | 0034 205-06936 23.000 TON | 42.07000 967.61| | TEMPORARY SEDIMENT TRAP | | | 0035 205-06937 3546.000 LFT | 1.59000 5638.14| | TEMPORARY SILT FENCE | | | 0036 205-06938 30.000 LFT | 39.08000 1172.40| | TEMPORARY SLOPE DRAIN | | | 0037 205-09543 350.000 TON | 36.33000 12715.50| | NO 2 STONE | | | 0038 207-08263 4713.000 SYS | 14.26000 67207.38| | SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -18 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-2932367 |( ) |( ) |RMD HOLDINGS LTD | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 210-07855 1.000 EACH | 472.00000 472.00| | MONITORING , WELL, RECONSTRUCT | | | 0040 211-02050 9824.000 CYS | 27.56000 270749.44| | B BORROW | | | 0041 211-09264 21.000 CYS | 28.49000 598.29| | STRUCTURAL BACKFILL, TYPE 1 | | | 0042 211-09265 127.000 CYS | 28.49000 3618.23| | STRUCTURAL BACKFILL, TYPE 2 | | | 0043 211-09266 10503.000 CYS | 27.94000 293453.82| | STRUCTURAL BACKFILL, TYPE 3 | | | 0044 302-06464 513.800 CYS | 32.03000 16457.01| | SUBBASE FOR PCCP | | | 0045 303-01180 2118.700 TON | 19.51000 41335.84| | COMPACTED AGGREGATE, NO. 53 | | | 0046 303-05738 8365.000 TON | 22.30000 186539.50| | AGGREGATE, NO. 5 | | | 0047 304-07492 235.000 TON | 126.80000 29798.00| | WIDENING WITH HMA, TYPE A | | | 0048 406-05521 713.000 SYS | 2.95000 2103.35| | ASPHALT FOR TACK COAT | | | 0049 501-06266 LUMP | 821.82000 821.82| | PROFILOGRAPH, PCCP | | | 0050 501-06325 1716.200 SYS | 65.44000 112308.13| | QC/QA-PCCP, 14 IN | | | 0051 501-06727 LUMP | 277.55000 277.55| | CORING, PCCP | | | 0052 502-06331 283.000 SYS | 73.11000 20690.13| | PCCP, 14 IN | | | 0053 503-03489 170.000 EACH | 24.14000 4103.80| | RETROFITTED TIE BARS | | | 0054 503-05240 1319.000 LFT | 17.65000 23280.35| | D-1 CONTRACTION JOINT | | | 0055 503-05310 58.000 LFT | 78.47000 4551.26| | TERMINAL JOINT | | | 0056 601-01522 1.000 EACH | 2519.30000 2519.30| | GUARDRAIL TRANSITION TYPE TGB | | | 0057 601-02241 907.000 LFT | 4.72000 4281.04| | GUARDRAIL, REMOVE | | | 0058 601-03457 1.000 EACH | 105.02000 105.02| | GUARDRAIL W THRIE BEAM RAIL SECTION, | | | 12FT-6 IN | | | 0059 601-06854 3.000 EACH | 861.40000 2584.20| | GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -19 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-2932367 |( ) |( ) |RMD HOLDINGS LTD | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 601-08182 6.250 LFT | 53.93000 337.06| | GUARDRAIL, THRIE BEAM 1 FT 6.75 IN | | | SPACING | | | 0061 601-99105 1193.750 LFT | 16.65000 19875.94| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0062 601-99106 2781.250 LFT | 26.01000 72340.31| | GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | | 0063 602-06729 41.000 EACH | 11.80000 483.80| | BARRIER DELINEATOR | | | 0064 603-01159 1142.000 LFT | 7.08000 8085.36| | FENCE, CHAIN LINK, 42 IN | | | 0065 603-06045 58.000 LFT | 14.75000 855.50| | FENCE, CHAIN LINK, 48 IN | | | 0066 615-06490 36.000 EACH | 40.12000 1444.32| | RIGHT OF WAY MARKER | | | 0067 616-02320 902.000 SYS | 1.06000 956.12| | GEOTEXTILES | | | 0068 616-06405 260.000 TON | 38.82000 10093.20| | RIPRAP, REVETMENT | | | 0069 616-06406 207.200 SYS | 24.96000 5171.71| | RIPRAP, REVETMENT | | | 0070 616-51367 417.200 SYS | 37.46000 15628.31| | SLOPEWALL, CONCRETE, 4 IN | | | 0071 620-01753 4465.000 SFT | 26.90000 120108.50| | SOUND BARRIER PANELS, WALL MOUNTED, | | | TYPE , TYPE 1 | | | 0072 620-01754 161635.000 SFT | 22.77000 3680428.95| | SOUND BARRIER PANELS, GROUND MOUNTED, | | | TYPE , TYPE 1 | | | 0073 620-01755 4465.000 SFT | 3.49000 15582.85| | SOUND BARRIER ERECTION, WALL MOUNTED, | | | TYPE , TYPE 1 | | | 0074 620-01756 161635.000 SFT | 5.04000 814640.40| | SOUND BARRIER ERECTION, GROUND MOUNTED, | | | TYPE , TYPE 1 | | | 0075 620-02119 2110.000 SFT | 29.74000 62751.40| | SOUND BARRIER PANELS, BRIDGE MOUNTED, | | | TYPE , TYPE 1 | | | 0076 620-02121 2110.000 SFT | 3.49000 7363.90| | SOUND BARRIER ERECTION, BRIDGE MOUNTED, | | | TYPE , TYPE 1 | | | 0077 620-08426 LUMP | 130980.00000 130980.00| | SOUND BARRIER DESIGN AND LAYOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -20 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-2932367 |( ) |( ) |RMD HOLDINGS LTD | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 621-01004 10.000 EACH | 236.00000 2360.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02770 1143.000 SYS | 1.30000 1485.90| | EROSION CONTROL BLANKET | | | 0080 621-06545 4.700 TON | 749.30000 3521.71| | FERTILIZER | | | 0081 621-06554 1536.000 LBS | 7.12000 10936.32| | SEED MIXTURE, U | | | 0082 621-06557 1365.000 LBS | 2.44000 3330.60| | SEED MIXTURE, T | | | 0083 621-06565 48.400 TON | 230.10000 11136.84| | MULCHING MATERIAL | | | 0084 621-06567 2.400 kGAL | 1.18000 2.83| | WATER | | | 0085 621-06574 654.000 SYS | 4.18000 2733.72| | SODDING | | | 0086 628-09402 12.000 MOS | 1063.97000 12767.64| | FIELD OFFICE, B | | | 0087 628-09407 12.000 MOS | 236.00000 2832.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0088 702-06850 230.000 EACH | 864.97000 198943.10| | SOUND BARRIER FOUNDATION WITH CASING | | | 0089 703-06028 93.000 LBS | 8.26000 768.18| | REINFORCING BARS | | | 0090 703-06029 61043.000 LBS | 0.91000 55549.13| | REINFORCING BARS, EPOXY COATED | | | 0091 706-08500 2166.700 SYS | 70.80000 153402.36| | REINFORCED CONCRETE MOMENT SLAB, 14 IN | | | 0092 706-09545 487.000 CYS | 39.59000 19280.33| | COARSE AGGREGATE, NO 8 | | | 0093 706-51020 186.200 CYS | 489.70000 91182.14| | CONCRETE, C, RAILING | | | 0094 709-07733 LUMP | 13275.00000 13275.00| | ANTI-GRAFFITI COAT | | | 0095 709-51821 LUMP | 7396.06000 7396.06| | SURFACE SEAL | | | 0096 714-44240 1.000 CYS | 680.86000 680.86| | CONCRETE, A, STRUCTURES | | | 0097 715-05048 1087.000 LFT | 3.47000 3771.89| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -21 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-2932367 |( ) |( ) |RMD HOLDINGS LTD | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 715-05053 54.000 LFT | 3.47000 187.38| | PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0099 715-05149 30.000 LFT | 32.01000 960.30| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0100 715-09064 30.000 LFT | 59.00000 1770.00| | VIDEO INSPECTION FOR PIPE | | | 0101 715-10091 39.800 LFT | 1018.42000 40533.12| | CONCRETE STRUCTURE EXTENSION, PRECAST | | | CONCRETE BOX SECTIONS, 10 FT. 6 IN. X 6 | | | FT. | | | 0102 715-46000 1.000 EACH | 330.40000 330.40| | PIPE END SECTION, 12 IN | | | 0103 718-06528 2.000 EACH | 29.50000 59.00| | OUTLET PROTECTOR, 1 | | | 0104 718-06532 1000.000 LFT | 2.95000 2950.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0105 718-52610 98.000 CYS | 39.59000 3879.82| | AGGREGATE FOR UNDERDRAINS | | | 0106 718-99153 966.000 SYS | 1.18000 1139.88| | GEOTEXTILES FOR UNDERDRAIN | | | 0107 720-45605 2.000 LFT | 413.00000 826.00| | STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0108 731-93945 18751.000 SFT | 17.70000 331892.70| | FACE PANELS, CONCRETE | | | 0109 731-93946 18751.000 SFT | 7.67000 143820.17| | WALL ERECTION | | | 0110 731-93947 927.200 LFT | 27.88000 25850.34| | LEVELING PAD, CONCRETE | | | 0111 801-03290 8.000 EACH | 171.10000 1368.80| | CONSTRUCTION SIGN, C | | | 0112 801-06203 2160.000 LFT | 0.77000 1663.20| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0113 801-06207 14208.000 LFT | 1.83000 26000.64| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0114 801-06640 46.000 EACH | 159.30000 7327.80| | CONSTRUCTION SIGN, A | | | 0115 801-06645 1.000 EACH | 76.70000 76.70| | CONSTRUCTION SIGN, B | | | 0116 801-06710 1200.000 DAY | 11.80000 14160.00| | FLASHING ARROW SIGN | | | 0117 801-06775 LUMP | 14750.00000 14750.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 131 -22 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-29149-A COUNTIES : MARION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-2932367 |( ) |( ) |RMD HOLDINGS LTD | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 801-07119 36.000 LFT | 14.16000 509.76| | BARRICADE, III-B | | | 0119 801-08401 2969.000 LFT | 39.73000 117958.37| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0120 802-01749 71.000 EACH | 2210.84000 156969.64| | SIGN BRACKET ASSEMBLY, WALL MOUNTED | | | 0121 802-01750 58.000 EACH | 1888.24000 109517.92| | BRIDGE BRACKET ASSEMBLY, FLUSH MOUNTED | | | 0122 802-07057 55.000 SFT | 16.64000 915.20| | SIGN, PANEL, WITH LEGEND | | | 0123 802-07059 3.000 EACH | 31.86000 95.58| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0124 802-07151 2.000 EACH | 512.49000 1024.98| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0125 802-09838 48.000 SFT | 27.14000 1302.72| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0126 802-09840 578.000 SFT | 25.43000 14698.54| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0127 802-09842 306.000 SFT | 16.64000 5091.84| | SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0128 802-76055 376.000 LFT | 11.80000 4436.80| | SIGN POST, A | | | 0129 802-76095 212.400 LBS | 8.80000 1869.12| | STRUCTURAL STEEL, BREAKAWAY | | | 0130 802-93389 1.000 EACH | 2554.77000 2554.77| | BARRIER WALL SIGN BRACKET, SHOULDER | | | 0131 807-07580 1000.000 LFT | 19.52000 19520.00| | WIRE #4 COPPER PLASTIC DUCT IN TRENCH 4 | | | 1/C | | | 0132 808-06716 14160.000 LFT | 0.30000 4248.00| | LINE, REMOVE | | | 0133 808-10031 790.000 LFT | 0.53000 418.70| | LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0134 808-10033 1498.000 LFT | 0.53000 793.94| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0135 808-10039 2600.000 LFT | 1.59000 4134.00| | LINE, MULTI-COMP, SOLID, WHITE, 12 IN | | | 0136 808-75998 120.000 EACH | 31.80000 3816.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 8,861,265.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,861,265.80| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -1 VENDOR RANKING CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ADDED TRAVEL LANES AND SIGNALS, SIGNS COMPLETION DATE : 06/30/12 LOCATION : ON SR 23 FROM BRICK ROAD TO ADAMS ROAD PROJECT(S) : 1501003 0901520 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 7,534,785.37 100.0000% 2 35-1120685 WALSH & KELLY INC $ 7,924,993.15 105.1788% 3 35-0997978 PHEND & BROWN INC $ 7,982,267.98 105.9389% 4 38-1625197 SELGE CONSTRUCTION CO INC $ 8,170,696.46 108.4397% 5 35-1185040 NIBLOCK EXCAVATING INC $ 8,290,000.00 110.0230% 6 35-1489621 HRP CONSTRUCTION INC $ 8,391,670.94 111.3724% 7 35-1569222 GRIMMER CONSTRUCTION INC $ 8,541,607.77 113.3623% 8 35-1058916 WOODRUFF & SONS INC $ 9,065,700.41 120.3180% 9 35-1068009 DYER CONSTRUCTION CO $ 9,656,772.88 128.1625% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -2 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 95000.00000 95000.00| 54000.00000 54000.00| 61000.00000 61000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 220.00000 660.00| 300.00000 900.00| 300.00000 900.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 170.00000 8160.00| 125.00000 6000.00| 50.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09542 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 15000.00000 15000.00 UTILITY RELOCATION ENGINEERING | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 380000.00000 380000.00| 394300.00000 394300.00| 405000.00000 405000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 113-01614 LUMP | 36000.00000 36000.00| 13700.00000 13700.00| 19000.00000 19000.00 PARTNERING OVERHEAD | | | 0015 201-52370 LUMP | 168000.00000 168000.00| 140000.00000 140000.00| 162000.00000 162000.00 CLEARING RIGHT OF WAY | | | 0016 202-02240 19070.000 SYS | 7.30000 139211.00| 10.25000 195467.50| 3.70000 70559.00 PAVEMENT REMOVAL | | | 0017 203-02000 55600.000 CYS | 10.50000 583800.00| 8.00000 444800.00| 8.85000 492060.00 EXCAVATION, COMMON | | | 0018 203-02070 1247.000 CYS | 0.01000 12.47| 0.01000 12.47| 1.00000 1247.00 BORROW | | | 0019 205-03371 10.000 CYS | 50.00000 500.00| 50.00000 500.00| 24.00000 240.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -3 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 16.000 TON | 62.00000 992.00| 30.00000 480.00| 85.00000 1360.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 10.000 EACH | 88.00000 880.00| 100.00000 1000.00| 80.00000 800.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 14000.000 LFT | 1.50000 21000.00| 1.14000 15960.00| 1.83000 25620.00 TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 50.00000 5000.00| 40.00000 4000.00| 55.00000 5500.00 NO 2 STONE | | | 0024 207-08263 76491.000 SYS | 3.80000 290665.80| 4.70000 359507.70| 5.00000 382455.00 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 16730.000 SYS | 1.00000 16730.00| 10.50000 175665.00| 8.40000 140532.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 20863.000 CYS | 0.01000 208.63| 0.01000 208.63| 1.00000 20863.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 211-09266 7.000 CYS | 0.01000 0.07| 50.00000 350.00| 13.00000 91.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0028 301-07448 4457.000 TON | 1.00000 4457.00| 20.00000 89140.00| 16.00000 71312.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 302-08562 17036.000 TON | 20.25000 344979.00| 25.00000 425900.00| 21.40000 364570.40 COARSE AGGREGATE, 8 | | | 0030 303-08210 950.000 TON | 21.00000 19950.00| 10.77000 10231.50| 16.00000 15200.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0031 306-08034 4601.000 SYS | 5.00000 23005.00| 3.00000 13803.00| 7.50000 34507.50 MILLING, ASPHALT, 1 1/2 IN | | | 0032 401-06264 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0033 401-07328 5117.000 TON | 64.00000 327488.00| 60.00000 307020.00| 64.00000 327488.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0034 401-07398 8529.000 TON | 48.00000 409392.00| 45.00000 383805.00| 48.00000 409392.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0035 401-07408 13645.000 TON | 42.00000 573090.00| 42.00000 573090.00| 42.00000 573090.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 401-07424 10586.000 TON | 43.25000 457844.50| 44.00000 465784.00| 43.25000 457844.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0037 401-07429 8880.000 TON | 46.50000 412920.00| 41.00000 364080.00| 46.50000 412920.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0038 402-07432 225.000 TON | 67.00000 15075.00| 70.00000 15750.00| 67.00000 15075.00 HMA SURFACE, TYPE A | | | 0039 402-07433 889.000 TON | 56.25000 50006.25| 52.00000 46228.00| 56.25000 50006.25 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -4 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07434 426.000 TON | 6.40000 2726.40| 70.00000 29820.00| 6.40000 2726.40 HMA SURFACE, TYPE C | | | 0041 402-07435 680.000 TON | 43.75000 29750.00| 55.00000 37400.00| 43.75000 29750.00 HMA INTERMEDIATE, TYPE A | | | 0042 402-07438 1502.000 TON | 43.75000 65712.50| 42.00000 63084.00| 43.75000 65712.50 HMA INTERMEDIATE, TYPE B | | | 0043 402-07439 219.000 TON | 5.00000 1095.00| 65.00000 14235.00| 5.00000 1095.00 HMA INTERMEDIATE, TYPE C | | | 0044 402-07451 45.000 TON | 43.75000 1968.75| 70.00000 3150.00| 43.75000 1968.75 HMA WEDGE AND LEVEL, TYPE B | | | 0045 406-05520 70.100 TON | 1.00000 70.10| 0.01000 0.70| 1.00000 70.10 ASPHALT FOR TACK COAT | | | 0046 601-95434 97.000 LFT | 140.00000 13580.00| 230.00000 22310.00| 99.00000 9603.00 HANDRAIL, STEEL PIPE, 1.5" | | | 0047 603-06045 2014.000 LFT | 13.20000 26584.80| 14.00000 28196.00| 13.00000 26182.00 FENCE, CHAIN LINK, 48 IN | | | 0048 603-97283 3.000 EACH | 850.00000 2550.00| 1970.00000 5910.00| 990.00000 2970.00 FENCE GATE, CHAIN LINK, 48 IN X 24 FT | | | 0049 604-07894 43.000 SYS | 110.00000 4730.00| 150.00000 6450.00| 81.00000 3483.00 CURB RAMP, CONCRETE, A | | | 0050 604-07897 2.700 SYS | 110.00000 297.00| 150.00000 405.00| 125.00000 337.50 CURB RAMP, CONCRETE, C | | | 0051 604-07901 24.500 SYS | 175.00000 4287.50| 150.00000 3675.00| 125.00000 3062.50 CURB RAMP, CONCRETE, G | | | 0052 604-07902 31.500 SYS | 175.00000 5512.50| 150.00000 4725.00| 125.00000 3937.50 CURB RAMP, CONCRETE, H | | | 0053 604-44251 0.800 CYS | 1800.00000 1440.00| 1250.00000 1000.00| 1450.00000 1160.00 STEPS, CONCRETE | | | 0054 604-91531 5355.000 SYS | 21.00000 112455.00| 25.00000 133875.00| 21.52000 115239.60 SIDEWALK, CONCRETE, 4 IN | | | 0055 605-06120 260.000 LFT | 20.00000 5200.00| 20.00000 5200.00| 22.00000 5720.00 CURB, CONCRETE | | | 0056 605-06140 15001.000 LFT | 12.00000 180012.00| 15.00000 225015.00| 10.00000 150010.00 CURB AND GUTTER, CONCRETE | | | 0057 610-07487 38.000 TON | 77.00000 2926.00| 125.00000 4750.00| 77.00000 2926.00 HMA FOR APPROACHES, TYPE B | | | 0058 610-08446 2373.000 SYS | 35.00000 83055.00| 37.00000 87801.00| 47.00000 111531.00 PCCP FOR APPROACHES, 6 IN | | | 0059 610-09108 1254.000 SYS | 41.00000 51414.00| 44.00000 55176.00| 43.00000 53922.00 PCCP FOR APPROACHES, 9 IN | | | 0060 611-06497 51.000 EACH | 130.00000 6630.00| 170.00000 8670.00| 164.00000 8364.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -5 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 615-06490 59.000 EACH | 135.00000 7965.00| 135.00000 7965.00| 159.00000 9381.00 RIGHT OF WAY MARKER | | | 0062 615-06505 38.000 EACH | 475.00000 18050.00| 640.00000 24320.00| 558.00000 21204.00 MONUMENT, B | | | 0063 616-02320 8682.000 SYS | 1.25000 10852.50| 1.25000 10852.50| 2.00000 17364.00 GEOTEXTILES | | | 0064 616-06405 357.000 TON | 53.00000 18921.00| 55.00000 19635.00| 39.00000 13923.00 RIPRAP, REVETMENT | | | 0065 616-06451 297.000 TON | 60.00000 17820.00| 60.00000 17820.00| 39.00000 11583.00 RIPRAP, UNIFORM | | | 0066 621-01004 4.000 EACH | 410.00000 1640.00| 425.00000 1700.00| 425.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-06545 1.600 TON | 1150.00000 1840.00| 1170.00000 1872.00| 1170.00000 1872.00 FERTILIZER | | | 0068 621-06554 600.000 LBS | 3.25000 1950.00| 3.36000 2016.00| 3.36000 2016.00 SEED MIXTURE, U | | | 0069 621-06557 675.000 LBS | 2.10000 1417.50| 2.12000 1431.00| 2.12000 1431.00 SEED MIXTURE, T | | | 0070 621-06565 8.000 TON | 395.00000 3160.00| 409.00000 3272.00| 409.00000 3272.00 MULCHING MATERIAL | | | 0071 621-06567 310.000 kGAL | 1.00000 310.00| 1.00000 310.00| 1.00000 310.00 WATER | | | 0072 621-06570 930.000 CYS | 2.50000 2325.00| 37.91000 35256.30| 16.00000 14880.00 TOPSOIL | | | 0073 621-06575 8324.000 SYS | 3.30000 27469.20| 3.60000 29966.40| 3.52000 29300.48 SODDING, NURSERY | | | 0075 628-09407 16.000 MOS | 215.00000 3440.00| 247.00000 3952.00| 200.00000 3200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0076 715-04611 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 760.00000 1520.00 SAFETY METAL END SECTION, 4:1, 12 IN | | | 0077 715-05024 6805.000 LFT | 52.21000 355289.05| 52.21000 355289.05| 47.00000 319835.00 PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0078 715-05048 15863.000 LFT | 6.06000 96129.78| 4.80000 76142.40| 6.39000 101364.57 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0079 715-05053 818.000 LFT | 30.00000 24540.00| 13.00000 10634.00| 13.00000 10634.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0080 715-05149 3330.000 LFT | 23.13000 77022.90| 23.13000 77022.90| 24.00000 79920.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0081 715-05151 190.000 LFT | 25.85000 4911.50| 25.85000 4911.50| 30.00000 5700.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -6 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-05152 660.000 LFT | 29.99000 19793.40| 29.99000 19793.40| 35.00000 23100.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0083 715-05154 3824.000 LFT | 36.40000 139193.60| 36.40000 139193.60| 38.60000 147606.40 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0084 715-05161 3667.000 LFT | 75.00000 275025.00| 75.00000 275025.00| 72.40000 265490.80 PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0085 715-05168 193.000 LFT | 23.13000 4464.09| 37.07000 7154.51| 23.00000 4439.00 PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0086 715-05169 83.000 LFT | 25.85000 2145.55| 25.85000 2145.55| 23.00000 1909.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0087 715-05212 352.000 LFT | 37.07000 13048.64| 37.07000 13048.64| 34.00000 11968.00 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0088 715-06004 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 3200.00000 3200.00 CONCRETE ANCHOR, 48 IN | | | 0089 715-09064 20922.000 LFT | 0.75000 15691.50| 1.10000 23014.20| 0.75000 15691.50 VIDEO INSPECTION FOR PIPE | | | 0090 715-09446 4715.000 LFT | 52.08000 245557.20| 52.08000 245557.20| 47.00000 221605.00 PIPE, TYPE 4, CIRCULAR, 36 IN. | | | 0091 715-09529 3513.000 LFT | 69.40000 243802.20| 69.40000 243802.20| 61.00000 214293.00 PIPE, TYPE 4, CIRCULAR, 48 IN | | | 0092 715-46000 19.000 EACH | 168.65000 3204.35| 168.85000 3208.15| 255.00000 4845.00 PIPE END SECTION, 12 IN | | | 0093 715-46005 5.000 EACH | 192.80000 964.00| 192.80000 964.00| 290.00000 1450.00 PIPE END SECTION, 15 IN | | | 0094 715-46010 2.000 EACH | 219.05000 438.10| 219.05000 438.10| 315.00000 630.00 PIPE END SECTION, 18 IN | | | 0095 715-46040 1.000 EACH | 556.10000 556.10| 556.10000 556.10| 800.00000 800.00 PIPE END SECTION, 36 IN | | | 0096 718-06532 3000.000 LFT | 0.85000 2550.00| 1.00000 3000.00| 0.85000 2550.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 1340.000 CYS | 20.00000 26800.00| 55.00000 73700.00| 55.00000 73700.00 AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 17664.000 SYS | 0.45000 7948.80| 1.45000 25612.80| 1.45000 25612.80 GEOTEXTILES FOR UNDERDRAIN | | | 0099 720-08559 1.000 EACH | 26125.00000 26125.00| 26125.00000 26125.00| 30000.00000 30000.00 BEST MANAGEMENT PRACTICES , MTF 10.1 | | | CFS, STR. NO. 40 | | | 0100 720-08559 1.000 EACH | 18775.00000 18775.00| 18775.00000 18775.00| 21000.00000 21000.00 BEST MANAGEMENT PRACTICES , MTF 2.8 CFS | | | STR. NO. 165A | | | 0101 720-08559 1.000 EACH | 18775.00000 18775.00| 18775.00000 18775.00| 21000.00000 21000.00 BEST MANAGEMENT PRACTICES , MTF 2.8 CFS | | | STR. NO. 170A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -7 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 720-08559 1.000 EACH | 18775.00000 18775.00| 18775.00000 18775.00| 21000.00000 21000.00 BEST MANAGEMENT PRACTICES , MTF 3.5 CFS | | | STR. NO. 188B | | | 0103 720-45030 7.000 EACH | 1240.00000 8680.00| 1240.00000 8680.00| 900.00000 6300.00 INLET, E7 | | | 0104 720-45035 2.000 EACH | 1240.00000 2480.00| 1240.00000 2480.00| 1100.00000 2200.00 INLET, F7 | | | 0105 720-45069 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 2800.00000 2800.00 INLET, P12 | | | 0106 720-45410 30.000 EACH | 1635.00000 49050.00| 1635.00000 49050.00| 2300.00000 69000.00 MANHOLE, C4 | | | 0107 720-45415 1.000 EACH | 1845.00000 1845.00| 1845.00000 1845.00| 2900.00000 2900.00 MANHOLE, D4 | | | 0108 720-45416 7.000 EACH | 3195.00000 22365.00| 3195.00000 22365.00| 6100.00000 42700.00 MANHOLE, E4 | | | 0109 720-45520 2.000 EACH | 5605.00000 11210.00| 5605.00000 11210.00| 5200.00000 10400.00 MANHOLE, E4, MODIFIED | | | 0110 720-91973 34.000 EACH | 2340.00000 79560.00| 2340.00000 79560.00| 4100.00000 139400.00 MANHOLE, H4 | | | 0111 720-94612 11.000 EACH | 3055.00000 33605.00| 3055.00000 33605.00| 4200.00000 46200.00 MANHOLE, K4 | | | 0112 720-98174 52.000 EACH | 2000.00000 104000.00| 2000.00000 104000.00| 2160.00000 112320.00 INLET, B15 | | | 0113 720-98555 49.000 EACH | 2000.00000 98000.00| 2000.00000 98000.00| 2260.00000 110740.00 INLET, C15 | | | 0114 732-08419 19.000 SYS | 110.00000 2090.00| 128.05000 2432.95| 128.05000 2432.95 MODULAR BLOCK WALL | | | 0115 732-08421 19.000 SYS | 150.00000 2850.00| 173.70000 3300.30| 173.70000 3300.30 MODULAR BLOCK WALL ERECTION | | | 0116 801-03290 2.000 EACH | 119.00000 238.00| 119.00000 238.00| 119.00000 238.00 CONSTRUCTION SIGN, C | | | 0117 801-06203 86960.000 LFT | 0.14000 12174.40| 0.14000 12174.40| 0.14000 12174.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0118 801-06207 24000.000 LFT | 0.79000 18960.00| 0.79000 18960.00| 0.79000 18960.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0119 801-06211 15.000 EACH | 89.00000 1335.00| 89.00000 1335.00| 89.00000 1335.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0120 801-06640 40.000 EACH | 109.00000 4360.00| 109.00000 4360.00| 109.00000 4360.00 CONSTRUCTION SIGN, A | | | 0121 801-06645 70.000 EACH | 35.00000 2450.00| 35.00000 2450.00| 35.00000 2450.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -8 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 801-06775 LUMP | 19380.14000 19380.14| 34753.35000 34753.35| 125000.00000 125000.00 MAINTAINING TRAFFIC | | | 0123 801-07119 340.000 LFT | 12.00000 4080.00| 12.00000 4080.00| 12.00000 4080.00 BARRICADE, III-B | | | 0124 801-07612 640.000 LFT | 3.55000 2272.00| 3.55000 2272.00| 3.55000 2272.00 TEMPORARY PAVEMENT MARKING, 24 IN | | | 0125 801-08401 900.000 LFT | 3.00000 2700.00| 35.00000 31500.00| 34.00000 30600.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0126 801-09133 2.000 EACH | 3000.00000 6000.00| 3000.00000 6000.00| 3000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0127 801-94295 39.000 EACH | 150.00000 5850.00| 250.00000 9750.00| 155.00000 6045.00 SIGNAL HEAD, RELOCATE | | | 0128 802-04893 2.000 EACH | 50.00000 100.00| 200.00000 400.00| 124.00000 248.00 REFERENCE POST | | | 0129 802-05701 576.500 LFT | 11.00000 6341.50| 10.00000 5765.00| 13.00000 7494.50 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0130 802-07058 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 165.00000 330.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0131 802-07060 8.000 EACH | 75.00000 600.00| 100.00000 800.00| 125.00000 1000.00 SIGN, SHEET, RELOCATE | | | 0132 802-09838 257.660 SFT | 11.00000 2834.26| 10.00000 2576.60| 11.85000 3053.27 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0133 802-09840 190.160 SFT | 11.50000 2186.84| 10.00000 1901.60| 13.20000 2510.11 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0134 805-01579 LUMP | 500.00000 500.00| 3000.00000 3000.00| 2310.00000 2310.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0135 805-01815 2.000 EACH | 1800.00000 3600.00| 3000.00000 6000.00| 2300.00000 4600.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0136 805-01842 17.000 EACH | 600.00000 10200.00| 500.00000 8500.00| 721.00000 12257.00 HANDHOLE, SIGNAL | | | 0137 805-01879 1.000 EACH | 600.00000 600.00| 960.00000 960.00| 700.00000 700.00 SIGNAL SERVICE, INSTALL | | | 0138 805-01893 LUMP | 1500.00000 1500.00| 5000.00000 5000.00| 5200.00000 5200.00 MAINTAINING TRAFFIC SIGNAL | | | 0139 805-02152 6.000 EACH | 545.00000 3270.00| 500.00000 3000.00| 710.00000 4260.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -9 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 805-02658 150.000 LFT | 1.50000 225.00| 4.00000 600.00| 2.00000 300.00 CABLE, COAXIAL | | | 0142 805-02660 1.000 EACH | 5225.00000 5225.00| 4500.00000 4500.00| 4400.00000 4400.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 12 IN RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | 0143 805-04602 1.000 EACH | 500.00000 500.00| 350.00000 350.00| 800.00000 800.00 CONTROLLER, REWIRE | | | 0144 805-04980 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 4100.00000 4100.00 FLASHING BEACON , STOP HERE WHEN | | | FLASHING SIGN | | | 0145 805-08464 2.000 EACH | 2500.00000 5000.00| 1400.00000 2800.00| 1650.00000 3300.00 RADIO, INTERCONNECT | | | 0146 805-78205 6.000 EACH | 500.00000 3000.00| 600.00000 3600.00| 800.00000 4800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0147 805-78230 2.000 EACH | 785.00000 1570.00| 500.00000 1000.00| 1100.00000 2200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0148 805-78245 8.000 EACH | 2500.00000 20000.00| 2300.00000 18400.00| 2520.00000 20160.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN RED, AMBER, | | | GREEN | | | 0149 805-78255 1.000 EACH | 2500.00000 2500.00| 500.00000 500.00| 2520.00000 2520.00 TRAFFIS SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN., RED, AMBER | | | YELLOW, GREEN ARROW | | | 0150 805-78370 6.000 EACH | 115.00000 690.00| 80.00000 480.00| 141.00000 846.00 PEDESTRIAN PUSH BUTTON | | | 0151 805-78412 4.000 EACH | 900.00000 3600.00| 500.00000 2000.00| 810.00000 3240.00 SIGNAL PEDESTAL, 9FT | | | 0152 805-78415 6.000 EACH | 1700.00000 10200.00| 1200.00000 7200.00| 1800.00000 10800.00 SPAN, CATENARY, AND TETHER | | | 0153 805-78420 6.000 EACH | 225.00000 1350.00| 250.00000 1500.00| 355.00000 2130.00 DISCONNECT HANGER | | | 0154 805-78467 100.000 LFT | 2.75000 275.00| 5.00000 500.00| 2.00000 200.00 SIGNAL CABLE, 3C 8GA | | | 0155 805-78470 14355.000 LFT | 0.55000 7895.25| 2.00000 28710.00| 0.32000 4593.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0156 805-78480 1210.000 LFT | 0.95000 1149.50| 0.70000 847.00| 0.90000 1089.00 SIGNAL CABLE, 3C 14GA | | | 0157 805-78485 1910.000 LFT | 1.65000 3151.50| 0.70000 1337.00| 1.20000 2292.00 SIGNAL CABLE, 5C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -10 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 805-78490 1085.000 LFT | 1.85000 2007.25| 0.77000 835.45| 1.44000 1562.40 SIGNAL CABLE, 7C 14GA | | | 0159 805-78510 13980.000 LFT | 0.95000 13281.00| 0.60000 8388.00| 0.98000 13700.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0160 805-78785 28.000 EACH | 550.00000 15400.00| 500.00000 14000.00| 504.00000 14112.00 SIGNAL DETECTOR HOUSING | | | 0161 805-78795 4385.000 LFT | 7.00000 30695.00| 5.00000 21925.00| 8.22000 36044.70 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0162 805-78900 4.000 EACH | 625.00000 2500.00| 200.00000 800.00| 540.00000 2160.00 PEDESTAL FOUNDATION, A | | | 0163 805-78925 1.000 EACH | 650.00000 650.00| 300.00000 300.00| 910.00000 910.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0164 805-81032 2.000 EACH | 900.00000 1800.00| 800.00000 1600.00| 3100.00000 6200.00 SIGNAL STRAIN POLE, STEEL, 30 FT , | | | RELOCATE | | | 0165 805-92504 15.000 EACH | 460.00000 6900.00| 10.00000 150.00| 501.00000 7515.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0166 807-06592 3580.000 LFT | 8.00000 28640.00| 10.00000 35800.00| 12.11000 43353.80 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0167 808-06716 15600.000 LFT | 0.33000 5148.00| 0.33000 5148.00| 0.33000 5148.00 LINE, REMOVE | | | 0168 808-10031 4180.000 LFT | 0.25000 1045.00| 0.25000 1045.00| 0.25000 1045.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0169 808-10033 18302.000 LFT | 0.25000 4575.50| 0.25000 4575.50| 0.25000 4575.50 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0170 808-10034 20300.000 LFT | 0.25000 5075.00| 0.25000 5075.00| 0.25000 5075.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0171 808-10036 3200.000 LFT | 0.25000 800.00| 0.25000 800.00| 0.25000 800.00 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0172 808-10037 135.000 LFT | 3.00000 405.00| 3.00000 405.00| 3.00000 405.00 LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | | 0173 808-10042 96.000 LFT | 4.50000 432.00| 4.50000 432.00| 4.50000 432.00 TRANSVERSE MKG MULTI-COMP SOLID YELLOW | | | CROSSHATCH LINE, 12" | | | 0174 808-10047 63.000 LFT | 4.50000 283.50| 4.50000 283.50| 4.50000 283.50 TRANSVERSE MKGS MULTI-COMP, SOLID, | | | WHITE, CROSSHATCH LINE, 12" | | | 0175 808-10051 366.000 LFT | 8.75000 3202.50| 8.75000 3202.50| 8.75000 3202.50 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0176 808-10052 41.000 EACH | 150.00000 6150.00| 150.00000 6150.00| 120.00000 4920.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -11 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 808-10056 1080.000 LFT | 2.25000 2430.00| 2.25000 2430.00| 2.25000 2430.00 TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0178 808-10077 46.000 EACH | 125.00000 5750.00| 125.00000 5750.00| 90.00000 4140.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0179 628-09403 16.000 MOS | 2000.00000 32000.00| 1962.50000 31400.00| 1750.00000 28000.00 FIELD OFFICE, C | | | 0180 805-78106 1.000 EACH | 11850.00000 11850.00| 13000.00000 13000.00| 13200.00000 13200.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | SECTION TOTALS | $ 7,534,785.37| $ 7,924,993.15| $ 7,982,267.98 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,534,785.37| $ 7,924,993.15| $ 7,982,267.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -12 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 44000.00000 44000.00| 70000.00000 70000.00| 69000.00000 69000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 110.00000 330.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 75.00000 3600.00| 80.00000 3840.00| 100.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09542 LUMP | 9000.00000 9000.00| 20000.00000 20000.00| 10000.00000 10000.00 UTILITY RELOCATION ENGINEERING | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 432500.00000 432500.00| 300000.00000 300000.00| 454000.00000 454000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 113-01614 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| 13000.00000 13000.00 PARTNERING OVERHEAD | | | 0015 201-52370 LUMP | 148000.00000 148000.00| 20000.00000 20000.00| 85000.00000 85000.00 CLEARING RIGHT OF WAY | | | 0016 202-02240 19070.000 SYS | 6.90000 131583.00| 6.25000 119187.50| 8.00000 152560.00 PAVEMENT REMOVAL | | | 0017 203-02000 55600.000 CYS | 14.65000 814540.00| 7.60000 422560.00| 14.60000 811760.00 EXCAVATION, COMMON | | | 0018 203-02070 1247.000 CYS | 0.01000 12.47| 0.01000 12.47| 8.00000 9976.00 BORROW | | | 0019 205-03371 10.000 CYS | 25.00000 250.00| 40.00000 400.00| 16.00000 160.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -13 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 16.000 TON | 85.00000 1360.00| 60.00000 960.00| 58.00000 928.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 10.000 EACH | 150.00000 1500.00| 270.00000 2700.00| 385.00000 3850.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 14000.000 LFT | 1.15000 16100.00| 1.15000 16100.00| 1.00000 14000.00 TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 41.00000 4100.00| 40.00000 4000.00| 50.00000 5000.00 NO 2 STONE | | | 0024 207-08263 76491.000 SYS | 3.75000 286841.25| 4.75000 363332.25| 5.00000 382455.00 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 16730.000 SYS | 9.75000 163117.50| 10.00000 167300.00| 8.00000 133840.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 20863.000 CYS | 0.01000 208.63| 0.01000 208.63| 0.01000 208.63 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 211-09266 7.000 CYS | 125.00000 875.00| 50.00000 350.00| 135.00000 945.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0028 301-07448 4457.000 TON | 21.55000 96048.35| 21.00000 93597.00| 18.00000 80226.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 302-08562 17036.000 TON | 16.30000 277686.80| 21.00000 357756.00| 18.00000 306648.00 COARSE AGGREGATE, 8 | | | 0030 303-08210 950.000 TON | 23.55000 22372.50| 28.00000 26600.00| 24.00000 22800.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0031 306-08034 4601.000 SYS | 2.00000 9202.00| 1.55000 7131.55| 1.68000 7729.68 MILLING, ASPHALT, 1 1/2 IN | | | 0032 401-06264 LUMP | 7000.00000 7000.00| 8700.00000 8700.00| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0033 401-07328 5117.000 TON | 64.00000 327488.00| 68.00000 347956.00| 64.00000 327488.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0034 401-07398 8529.000 TON | 48.00000 409392.00| 56.00000 477624.00| 48.00000 409392.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0035 401-07408 13645.000 TON | 42.00000 573090.00| 49.00000 668605.00| 42.00000 573090.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 401-07424 10586.000 TON | 43.25000 457844.50| 49.00000 518714.00| 43.25000 457844.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0037 401-07429 8880.000 TON | 46.50000 412920.00| 53.00000 470640.00| 46.50000 412920.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0038 402-07432 225.000 TON | 67.00000 15075.00| 70.00000 15750.00| 67.00000 15075.00 HMA SURFACE, TYPE A | | | 0039 402-07433 889.000 TON | 56.25000 50006.25| 70.00000 62230.00| 56.25000 50006.25 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -14 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07434 426.000 TON | 6.40000 2726.40| 75.00000 31950.00| 6.40000 2726.40 HMA SURFACE, TYPE C | | | 0041 402-07435 680.000 TON | 43.75000 29750.00| 54.00000 36720.00| 43.75000 29750.00 HMA INTERMEDIATE, TYPE A | | | 0042 402-07438 1502.000 TON | 43.75000 65712.50| 54.00000 81108.00| 43.75000 65712.50 HMA INTERMEDIATE, TYPE B | | | 0043 402-07439 219.000 TON | 5.00000 1095.00| 65.00000 14235.00| 5.00000 1095.00 HMA INTERMEDIATE, TYPE C | | | 0044 402-07451 45.000 TON | 43.75000 1968.75| 75.00000 3375.00| 43.75000 1968.75 HMA WEDGE AND LEVEL, TYPE B | | | 0045 406-05520 70.100 TON | 1.00000 70.10| 250.00000 17525.00| 1.00000 70.10 ASPHALT FOR TACK COAT | | | 0046 601-95434 97.000 LFT | 140.00000 13580.00| 140.00000 13580.00| 99.00000 9603.00 HANDRAIL, STEEL PIPE, 1.5" | | | 0047 603-06045 2014.000 LFT | 13.20000 26584.80| 13.20000 26584.80| 13.00000 26182.00 FENCE, CHAIN LINK, 48 IN | | | 0048 603-97283 3.000 EACH | 850.00000 2550.00| 850.00000 2550.00| 990.00000 2970.00 FENCE GATE, CHAIN LINK, 48 IN X 24 FT | | | 0049 604-07894 43.000 SYS | 89.00000 3827.00| 85.00000 3655.00| 110.00000 4730.00 CURB RAMP, CONCRETE, A | | | 0050 604-07897 2.700 SYS | 89.00000 240.30| 175.00000 472.50| 110.00000 297.00 CURB RAMP, CONCRETE, C | | | 0051 604-07901 24.500 SYS | 107.00000 2621.50| 85.00000 2082.50| 175.00000 4287.50 CURB RAMP, CONCRETE, G | | | 0052 604-07902 31.500 SYS | 125.00000 3937.50| 85.00000 2677.50| 175.00000 5512.50 CURB RAMP, CONCRETE, H | | | 0053 604-44251 0.800 CYS | 700.00000 560.00| 1500.00000 1200.00| 1800.00000 1440.00 STEPS, CONCRETE | | | 0054 604-91531 5355.000 SYS | 29.50000 157972.50| 32.00000 171360.00| 21.00000 112455.00 SIDEWALK, CONCRETE, 4 IN | | | 0055 605-06120 260.000 LFT | 11.75000 3055.00| 15.00000 3900.00| 20.00000 5200.00 CURB, CONCRETE | | | 0056 605-06140 15001.000 LFT | 14.45000 216764.45| 12.00000 180012.00| 12.00000 180012.00 CURB AND GUTTER, CONCRETE | | | 0057 610-07487 38.000 TON | 77.00000 2926.00| 75.00000 2850.00| 77.00000 2926.00 HMA FOR APPROACHES, TYPE B | | | 0058 610-08446 2373.000 SYS | 35.20000 83529.60| 42.00000 99666.00| 35.00000 83055.00 PCCP FOR APPROACHES, 6 IN | | | 0059 610-09108 1254.000 SYS | 44.25000 55489.50| 50.00000 62700.00| 41.00000 51414.00 PCCP FOR APPROACHES, 9 IN | | | 0060 611-06497 51.000 EACH | 130.00000 6630.00| 130.00000 6630.00| 164.00000 8364.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -15 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 615-06490 59.000 EACH | 135.00000 7965.00| 135.00000 7965.00| 159.00000 9381.00 RIGHT OF WAY MARKER | | | 0062 615-06505 38.000 EACH | 475.00000 18050.00| 475.00000 18050.00| 558.00000 21204.00 MONUMENT, B | | | 0063 616-02320 8682.000 SYS | 2.05000 17798.10| 3.00000 26046.00| 2.00000 17364.00 GEOTEXTILES | | | 0064 616-06405 357.000 TON | 53.00000 18921.00| 45.00000 16065.00| 35.00000 12495.00 RIPRAP, REVETMENT | | | 0065 616-06451 297.000 TON | 53.25000 15815.25| 45.00000 13365.00| 35.00000 10395.00 RIPRAP, UNIFORM | | | 0066 621-01004 4.000 EACH | 425.00000 1700.00| 425.00000 1700.00| 425.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-06545 1.600 TON | 1170.00000 1872.00| 1170.00000 1872.00| 1170.00000 1872.00 FERTILIZER | | | 0068 621-06554 600.000 LBS | 3.36000 2016.00| 3.36000 2016.00| 3.36000 2016.00 SEED MIXTURE, U | | | 0069 621-06557 675.000 LBS | 2.15000 1451.25| 2.12000 1431.00| 2.12000 1431.00 SEED MIXTURE, T | | | 0070 621-06565 8.000 TON | 409.00000 3272.00| 409.00000 3272.00| 409.00000 3272.00 MULCHING MATERIAL | | | 0071 621-06567 310.000 kGAL | 1.00000 310.00| 1.00000 310.00| 1.00000 310.00 WATER | | | 0072 621-06570 930.000 CYS | 13.50000 12555.00| 35.00000 32550.00| 15.26000 14191.80 TOPSOIL | | | 0073 621-06575 8324.000 SYS | 2.60000 21642.40| 2.60000 21642.40| 2.60000 21642.40 SODDING, NURSERY | | | 0075 628-09407 16.000 MOS | 250.00000 4000.00| 250.00000 4000.00| 200.00000 3200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0076 715-04611 2.000 EACH | 330.00000 660.00| 640.00000 1280.00| 440.00000 880.00 SAFETY METAL END SECTION, 4:1, 12 IN | | | 0077 715-05024 6805.000 LFT | 46.55000 316772.75| 56.00000 381080.00| 48.00000 326640.00 PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0078 715-05048 15863.000 LFT | 4.30000 68210.90| 2.90000 46002.70| 6.00000 95178.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0079 715-05053 818.000 LFT | 13.15000 10756.70| 9.90000 8098.20| 15.00000 12270.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0080 715-05149 3330.000 LFT | 24.25000 80752.50| 25.00000 83250.00| 16.00000 53280.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0081 715-05151 190.000 LFT | 27.05000 5139.50| 31.00000 5890.00| 24.00000 4560.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -16 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-05152 660.000 LFT | 28.50000 18810.00| 30.85000 20361.00| 25.00000 16500.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0083 715-05154 3824.000 LFT | 33.05000 126383.20| 43.00000 164432.00| 26.00000 99424.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0084 715-05161 3667.000 LFT | 73.50000 269524.50| 75.00000 275025.00| 54.00000 198018.00 PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0085 715-05168 193.000 LFT | 25.35000 4892.55| 32.00000 6176.00| 18.00000 3474.00 PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0086 715-05169 83.000 LFT | 28.00000 2324.00| 42.00000 3486.00| 20.00000 1660.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0087 715-05212 352.000 LFT | 53.75000 18920.00| 56.00000 19712.00| 31.00000 10912.00 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0088 715-06004 1.000 EACH | 1750.00000 1750.00| 1300.00000 1300.00| 2800.00000 2800.00 CONCRETE ANCHOR, 48 IN | | | 0089 715-09064 20922.000 LFT | 0.75000 15691.50| 1.00000 20922.00| 1.00000 20922.00 VIDEO INSPECTION FOR PIPE | | | 0090 715-09446 4715.000 LFT | 70.00000 330050.00| 62.00000 292330.00| 41.00000 193315.00 PIPE, TYPE 4, CIRCULAR, 36 IN. | | | 0091 715-09529 3513.000 LFT | 89.00000 312657.00| 90.00000 316170.00| 58.00000 203754.00 PIPE, TYPE 4, CIRCULAR, 48 IN | | | 0092 715-46000 19.000 EACH | 235.00000 4465.00| 275.00000 5225.00| 450.00000 8550.00 PIPE END SECTION, 12 IN | | | 0093 715-46005 5.000 EACH | 265.00000 1325.00| 275.00000 1375.00| 500.00000 2500.00 PIPE END SECTION, 15 IN | | | 0094 715-46010 2.000 EACH | 350.00000 700.00| 320.00000 640.00| 575.00000 1150.00 PIPE END SECTION, 18 IN | | | 0095 715-46040 1.000 EACH | 1000.00000 1000.00| 650.00000 650.00| 1500.00000 1500.00 PIPE END SECTION, 36 IN | | | 0096 718-06532 3000.000 LFT | 0.85000 2550.00| 0.85000 2550.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 1340.000 CYS | 24.00000 32160.00| 45.00000 60300.00| 34.00000 45560.00 AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 17664.000 SYS | 0.52000 9185.28| 1.80000 31795.20| 1.00000 17664.00 GEOTEXTILES FOR UNDERDRAIN | | | 0099 720-08559 1.000 EACH | 34500.00000 34500.00| 35000.00000 35000.00| 30000.00000 30000.00 BEST MANAGEMENT PRACTICES , MTF 10.1 | | | CFS, STR. NO. 40 | | | 0100 720-08559 1.000 EACH | 23000.00000 23000.00| 20000.00000 20000.00| 20000.00000 20000.00 BEST MANAGEMENT PRACTICES , MTF 2.8 CFS | | | STR. NO. 165A | | | 0101 720-08559 1.000 EACH | 23000.00000 23000.00| 20000.00000 20000.00| 20000.00000 20000.00 BEST MANAGEMENT PRACTICES , MTF 2.8 CFS | | | STR. NO. 170A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -17 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 720-08559 1.000 EACH | 23000.00000 23000.00| 25000.00000 25000.00| 20000.00000 20000.00 BEST MANAGEMENT PRACTICES , MTF 3.5 CFS | | | STR. NO. 188B | | | 0103 720-45030 7.000 EACH | 1175.00000 8225.00| 1420.00000 9940.00| 3200.00000 22400.00 INLET, E7 | | | 0104 720-45035 2.000 EACH | 1200.00000 2400.00| 1450.00000 2900.00| 3200.00000 6400.00 INLET, F7 | | | 0105 720-45069 1.000 EACH | 1700.00000 1700.00| 3350.00000 3350.00| 3500.00000 3500.00 INLET, P12 | | | 0106 720-45410 30.000 EACH | 1900.00000 57000.00| 2100.00000 63000.00| 5500.00000 165000.00 MANHOLE, C4 | | | 0107 720-45415 1.000 EACH | 2700.00000 2700.00| 5000.00000 5000.00| 5500.00000 5500.00 MANHOLE, D4 | | | 0108 720-45416 7.000 EACH | 5300.00000 37100.00| 5500.00000 38500.00| 5800.00000 40600.00 MANHOLE, E4 | | | 0109 720-45520 2.000 EACH | 5300.00000 10600.00| 9000.00000 18000.00| 8500.00000 17000.00 MANHOLE, E4, MODIFIED | | | 0110 720-91973 34.000 EACH | 2950.00000 100300.00| 2700.00000 91800.00| 6400.00000 217600.00 MANHOLE, H4 | | | 0111 720-94612 11.000 EACH | 3775.00000 41525.00| 3600.00000 39600.00| 9700.00000 106700.00 MANHOLE, K4 | | | 0112 720-98174 52.000 EACH | 1800.00000 93600.00| 2600.00000 135200.00| 3800.00000 197600.00 INLET, B15 | | | 0113 720-98555 49.000 EACH | 1800.00000 88200.00| 2600.00000 127400.00| 3800.00000 186200.00 INLET, C15 | | | 0114 732-08419 19.000 SYS | 128.05000 2432.95| 70.00000 1330.00| 128.05000 2432.95 MODULAR BLOCK WALL | | | 0115 732-08421 19.000 SYS | 173.70000 3300.30| 180.00000 3420.00| 173.70000 3300.30 MODULAR BLOCK WALL ERECTION | | | 0116 801-03290 2.000 EACH | 119.00000 238.00| 119.00000 238.00| 119.00000 238.00 CONSTRUCTION SIGN, C | | | 0117 801-06203 86960.000 LFT | 0.14000 12174.40| 0.15000 13044.00| 0.14000 12174.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0118 801-06207 24000.000 LFT | 0.79000 18960.00| 0.79000 18960.00| 0.79000 18960.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0119 801-06211 15.000 EACH | 89.00000 1335.00| 89.00000 1335.00| 89.00000 1335.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0120 801-06640 40.000 EACH | 109.00000 4360.00| 109.00000 4360.00| 109.00000 4360.00 CONSTRUCTION SIGN, A | | | 0121 801-06645 70.000 EACH | 35.00000 2450.00| 35.00000 2450.00| 35.00000 2450.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -18 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 801-06775 LUMP | 32300.00000 32300.00| 47177.20000 47177.20| 36500.00000 36500.00 MAINTAINING TRAFFIC | | | 0123 801-07119 340.000 LFT | 12.00000 4080.00| 12.00000 4080.00| 12.00000 4080.00 BARRICADE, III-B | | | 0124 801-07612 640.000 LFT | 3.55000 2272.00| 3.55000 2272.00| 3.55000 2272.00 TEMPORARY PAVEMENT MARKING, 24 IN | | | 0125 801-08401 900.000 LFT | 41.00000 36900.00| 27.00000 24300.00| 56.23000 50607.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0126 801-09133 2.000 EACH | 3000.00000 6000.00| 3000.00000 6000.00| 3000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0127 801-94295 39.000 EACH | 155.00000 6045.00| 150.00000 5850.00| 155.00000 6045.00 SIGNAL HEAD, RELOCATE | | | 0128 802-04893 2.000 EACH | 124.00000 248.00| 50.00000 100.00| 124.00000 248.00 REFERENCE POST | | | 0129 802-05701 576.500 LFT | 13.00000 7494.50| 11.00000 6341.50| 13.00000 7494.50 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0130 802-07058 2.000 EACH | 165.00000 330.00| 150.00000 300.00| 165.00000 330.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0131 802-07060 8.000 EACH | 125.00000 1000.00| 75.00000 600.00| 125.00000 1000.00 SIGN, SHEET, RELOCATE | | | 0132 802-09838 257.660 SFT | 11.85000 3053.27| 11.00000 2834.26| 11.85000 3053.27 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0133 802-09840 190.160 SFT | 13.20000 2510.11| 11.50000 2186.84| 13.20000 2510.11 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0134 805-01579 LUMP | 2310.00000 2310.00| 500.00000 500.00| 2310.00000 2310.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0135 805-01815 2.000 EACH | 2300.00000 4600.00| 1800.00000 3600.00| 2300.00000 4600.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0136 805-01842 17.000 EACH | 721.00000 12257.00| 600.00000 10200.00| 721.00000 12257.00 HANDHOLE, SIGNAL | | | 0137 805-01879 1.000 EACH | 700.00000 700.00| 600.00000 600.00| 700.00000 700.00 SIGNAL SERVICE, INSTALL | | | 0138 805-01893 LUMP | 5200.00000 5200.00| 1500.00000 1500.00| 5200.00000 5200.00 MAINTAINING TRAFFIC SIGNAL | | | 0139 805-02152 6.000 EACH | 710.00000 4260.00| 545.00000 3270.00| 710.00000 4260.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -19 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 805-02658 150.000 LFT | 2.00000 300.00| 1.50000 225.00| 2.00000 300.00 CABLE, COAXIAL | | | 0142 805-02660 1.000 EACH | 4400.00000 4400.00| 5225.00000 5225.00| 4400.00000 4400.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 12 IN RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | 0143 805-04602 1.000 EACH | 800.00000 800.00| 500.00000 500.00| 800.00000 800.00 CONTROLLER, REWIRE | | | 0144 805-04980 1.000 EACH | 4100.00000 4100.00| 350.00000 350.00| 4100.00000 4100.00 FLASHING BEACON , STOP HERE WHEN | | | FLASHING SIGN | | | 0145 805-08464 2.000 EACH | 1650.00000 3300.00| 2500.00000 5000.00| 1650.00000 3300.00 RADIO, INTERCONNECT | | | 0146 805-78205 6.000 EACH | 800.00000 4800.00| 500.00000 3000.00| 800.00000 4800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0147 805-78230 2.000 EACH | 1100.00000 2200.00| 785.00000 1570.00| 1100.00000 2200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0148 805-78245 8.000 EACH | 2520.00000 20160.00| 2500.00000 20000.00| 2520.00000 20160.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN RED, AMBER, | | | GREEN | | | 0149 805-78255 1.000 EACH | 2520.00000 2520.00| 2500.00000 2500.00| 2520.00000 2520.00 TRAFFIS SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN., RED, AMBER | | | YELLOW, GREEN ARROW | | | 0150 805-78370 6.000 EACH | 141.00000 846.00| 115.00000 690.00| 141.00000 846.00 PEDESTRIAN PUSH BUTTON | | | 0151 805-78412 4.000 EACH | 810.00000 3240.00| 900.00000 3600.00| 810.00000 3240.00 SIGNAL PEDESTAL, 9FT | | | 0152 805-78415 6.000 EACH | 1800.00000 10800.00| 1700.00000 10200.00| 1800.00000 10800.00 SPAN, CATENARY, AND TETHER | | | 0153 805-78420 6.000 EACH | 355.00000 2130.00| 225.00000 1350.00| 355.00000 2130.00 DISCONNECT HANGER | | | 0154 805-78467 100.000 LFT | 2.00000 200.00| 2.75000 275.00| 2.00000 200.00 SIGNAL CABLE, 3C 8GA | | | 0155 805-78470 14355.000 LFT | 0.32000 4593.60| 0.55000 7895.25| 0.32000 4593.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0156 805-78480 1210.000 LFT | 0.90000 1089.00| 0.95000 1149.50| 0.90000 1089.00 SIGNAL CABLE, 3C 14GA | | | 0157 805-78485 1910.000 LFT | 1.20000 2292.00| 1.65000 3151.50| 1.20000 2292.00 SIGNAL CABLE, 5C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -20 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 805-78490 1085.000 LFT | 1.44000 1562.40| 1.85000 2007.25| 1.44000 1562.40 SIGNAL CABLE, 7C 14GA | | | 0159 805-78510 13980.000 LFT | 0.98000 13700.40| 0.95000 13281.00| 0.98000 13700.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0160 805-78785 28.000 EACH | 504.00000 14112.00| 550.00000 15400.00| 504.00000 14112.00 SIGNAL DETECTOR HOUSING | | | 0161 805-78795 4385.000 LFT | 8.22000 36044.70| 7.00000 30695.00| 8.22000 36044.70 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0162 805-78900 4.000 EACH | 540.00000 2160.00| 625.00000 2500.00| 540.00000 2160.00 PEDESTAL FOUNDATION, A | | | 0163 805-78925 1.000 EACH | 910.00000 910.00| 650.00000 650.00| 910.00000 910.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0164 805-81032 2.000 EACH | 3100.00000 6200.00| 900.00000 1800.00| 3100.00000 6200.00 SIGNAL STRAIN POLE, STEEL, 30 FT , | | | RELOCATE | | | 0165 805-92504 15.000 EACH | 501.00000 7515.00| 460.00000 6900.00| 501.00000 7515.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0166 807-06592 3580.000 LFT | 12.11000 43353.80| 8.00000 28640.00| 12.11000 43353.80 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0167 808-06716 15600.000 LFT | 0.33000 5148.00| 0.33000 5148.00| 0.35000 5460.00 LINE, REMOVE | | | 0168 808-10031 4180.000 LFT | 0.25000 1045.00| 0.25000 1045.00| 0.25000 1045.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0169 808-10033 18302.000 LFT | 0.25000 4575.50| 0.25000 4575.50| 0.25000 4575.50 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0170 808-10034 20300.000 LFT | 0.25000 5075.00| 0.25000 5075.00| 0.25000 5075.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0171 808-10036 3200.000 LFT | 0.25000 800.00| 0.25000 800.00| 0.25000 800.00 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0172 808-10037 135.000 LFT | 3.00000 405.00| 3.00000 405.00| 3.00000 405.00 LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | | 0173 808-10042 96.000 LFT | 4.50000 432.00| 4.50000 432.00| 4.50000 432.00 TRANSVERSE MKG MULTI-COMP SOLID YELLOW | | | CROSSHATCH LINE, 12" | | | 0174 808-10047 63.000 LFT | 4.50000 283.50| 4.50000 283.50| 4.50000 283.50 TRANSVERSE MKGS MULTI-COMP, SOLID, | | | WHITE, CROSSHATCH LINE, 12" | | | 0175 808-10051 366.000 LFT | 8.75000 3202.50| 8.75000 3202.50| 8.75000 3202.50 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0176 808-10052 41.000 EACH | 150.00000 6150.00| 150.00000 6150.00| 150.00000 6150.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -21 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-1185040 |( 6 ) 35-1489621 |SELGE CONSTRUCTION CO INC |NIBLOCK EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 808-10056 1080.000 LFT | 2.25000 2430.00| 2.25000 2430.00| 2.25000 2430.00 TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0178 808-10077 46.000 EACH | 125.00000 5750.00| 125.00000 5750.00| 125.00000 5750.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0179 628-09403 16.000 MOS | 1900.00000 30400.00| 1750.00000 28000.00| 1900.00000 30400.00 FIELD OFFICE, C | | | 0180 805-78106 1.000 EACH | 13200.00000 13200.00| 11850.00000 11850.00| 13200.00000 13200.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | SECTION TOTALS | $ 8,170,696.46| $ 8,290,000.00| $ 8,391,670.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,170,696.46| $ 8,290,000.00| $ 8,391,670.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -22 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 55000.00000 55000.00| 59355.95000 59355.95| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 116.00000 348.00| 263.21000 789.63| 120.00000 360.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 116.00000 5568.00| 68.44000 3285.12| 100.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09542 LUMP | 2500.00000 2500.00| 12724.39000 12724.39| 31790.36000 31790.36 UTILITY RELOCATION ENGINEERING | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 425000.00000 425000.00| 543905.62000 543905.62| 481876.00000 481876.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 113-01614 LUMP | 13700.00000 13700.00| 14527.01000 14527.01| 13700.00000 13700.00 PARTNERING OVERHEAD | | | 0015 201-52370 LUMP | 130000.00000 130000.00| 172236.78000 172236.78| 96000.00000 96000.00 CLEARING RIGHT OF WAY | | | 0016 202-02240 19070.000 SYS | 11.80000 225026.00| 6.00000 114420.00| 9.13000 174109.10 PAVEMENT REMOVAL | | | 0017 203-02000 55600.000 CYS | 15.40000 856240.00| 14.15000 786740.00| 14.69000 816764.00 EXCAVATION, COMMON | | | 0018 203-02070 1247.000 CYS | 15.60000 19453.20| 21.71000 27072.37| 20.95000 26124.65 BORROW | | | 0019 205-03371 10.000 CYS | 19.50000 195.00| 171.28000 1712.80| 4.41000 44.10 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -23 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 16.000 TON | 73.80000 1180.80| 117.31000 1876.96| 155.34000 2485.44 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 10.000 EACH | 92.00000 920.00| 74.23000 742.30| 85.00000 850.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 14000.000 LFT | 1.20000 16800.00| 1.73000 24220.00| 1.54000 21560.00 TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 18.20000 1820.00| 70.85000 7085.00| 34.84000 3484.00 NO 2 STONE | | | 0024 207-08263 76491.000 SYS | 5.90000 451296.90| 6.95000 531612.45| 4.68000 357977.88 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 16730.000 SYS | 8.80000 147224.00| 16.95000 283573.50| 15.63000 261489.90 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 20863.000 CYS | 0.01000 208.63| 1.48000 30877.24| 15.80000 329635.40 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 211-09266 7.000 CYS | 30.00000 210.00| 23.20000 162.40| 206.78000 1447.46 STRUCTURAL BACKFILL, TYPE 3 | | | 0028 301-07448 4457.000 TON | 21.60000 96271.20| 20.24000 90209.68| 19.87000 88560.59 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 302-08562 17036.000 TON | 17.10000 291315.60| 24.83000 423003.88| 19.02000 324024.72 COARSE AGGREGATE, 8 | | | 0030 303-08210 950.000 TON | 21.60000 20520.00| 34.50000 32775.00| 23.66000 22477.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0031 306-08034 4601.000 SYS | 2.55000 11732.55| 2.23000 10260.23| 2.27000 10444.27 MILLING, ASPHALT, 1 1/2 IN | | | 0032 401-06264 LUMP | 7000.00000 7000.00| 18361.94000 18361.94| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0033 401-07328 5117.000 TON | 64.00000 327488.00| 61.21000 313211.57| 64.00000 327488.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0034 401-07398 8529.000 TON | 48.00000 409392.00| 45.90000 391481.10| 48.00000 409392.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0035 401-07408 13645.000 TON | 42.00000 573090.00| 45.90000 626305.50| 42.00000 573090.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 401-07424 10586.000 TON | 43.25000 457844.50| 45.90000 485897.40| 43.25000 457844.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0037 401-07429 8880.000 TON | 46.50000 412920.00| 41.82000 371361.60| 46.50000 412920.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0038 402-07432 225.000 TON | 67.00000 15075.00| 71.41000 16067.25| 67.00000 15075.00 HMA SURFACE, TYPE A | | | 0039 402-07433 889.000 TON | 56.25000 50006.25| 53.05000 47161.45| 56.25000 50006.25 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -24 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07434 426.000 TON | 6.40000 2726.40| 71.41000 30420.66| 6.40000 2726.40 HMA SURFACE, TYPE C | | | 0041 402-07435 680.000 TON | 43.75000 29750.00| 56.11000 38154.80| 43.75000 29750.00 HMA INTERMEDIATE, TYPE A | | | 0042 402-07438 1502.000 TON | 43.75000 65712.50| 42.84000 64345.68| 43.75000 65712.50 HMA INTERMEDIATE, TYPE B | | | 0043 402-07439 219.000 TON | 5.00000 1095.00| 66.31000 14521.89| 5.00000 1095.00 HMA INTERMEDIATE, TYPE C | | | 0044 402-07451 45.000 TON | 43.75000 1968.75| 71.41000 3213.45| 43.75000 1968.75 HMA WEDGE AND LEVEL, TYPE B | | | 0045 406-05520 70.100 TON | 1.00000 70.10| 0.01000 0.70| 1.00000 70.10 ASPHALT FOR TACK COAT | | | 0046 601-95434 97.000 LFT | 146.00000 14162.00| 148.45000 14399.65| 154.46000 14982.62 HANDRAIL, STEEL PIPE, 1.5" | | | 0047 603-06045 2014.000 LFT | 13.80000 27793.20| 14.00000 28196.00| 13.20000 26584.80 FENCE, CHAIN LINK, 48 IN | | | 0048 603-97283 3.000 EACH | 889.00000 2667.00| 901.31000 2703.93| 850.00000 2550.00 FENCE GATE, CHAIN LINK, 48 IN X 24 FT | | | 0049 604-07894 43.000 SYS | 114.00000 4902.00| 129.68000 5576.24| 115.54000 4968.22 CURB RAMP, CONCRETE, A | | | 0050 604-07897 2.700 SYS | 114.00000 307.80| 207.21000 559.47| 116.13000 313.55 CURB RAMP, CONCRETE, C | | | 0051 604-07901 24.500 SYS | 179.00000 4385.50| 156.96000 3845.52| 180.54000 4423.23 CURB RAMP, CONCRETE, G | | | 0052 604-07902 31.500 SYS | 179.00000 5638.50| 134.43000 4234.55| 180.57000 5687.96 CURB RAMP, CONCRETE, H | | | 0053 604-44251 0.800 CYS | 2010.00000 1608.00| 1954.27000 1563.42| 1800.00000 1440.00 STEPS, CONCRETE | | | 0054 604-91531 5355.000 SYS | 24.00000 128520.00| 30.15000 161453.25| 23.88000 127877.40 SIDEWALK, CONCRETE, 4 IN | | | 0055 605-06120 260.000 LFT | 21.30000 5538.00| 21.21000 5514.60| 23.03000 5987.80 CURB, CONCRETE | | | 0056 605-06140 15001.000 LFT | 13.50000 202513.50| 15.91000 238665.91| 14.84000 222614.84 CURB AND GUTTER, CONCRETE | | | 0057 610-07487 38.000 TON | 77.00000 2926.00| 132.55000 5036.90| 86.86000 3300.68 HMA FOR APPROACHES, TYPE B | | | 0058 610-08446 2373.000 SYS | 38.00000 90174.00| 32.07000 76102.11| 37.92000 89984.16 PCCP FOR APPROACHES, 6 IN | | | 0059 610-09108 1254.000 SYS | 44.00000 55176.00| 39.00000 48906.00| 43.21000 54185.34 PCCP FOR APPROACHES, 9 IN | | | 0060 611-06497 51.000 EACH | 130.00000 6630.00| 137.85000 7030.35| 130.00000 6630.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -25 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 615-06490 59.000 EACH | 135.00000 7965.00| 143.15000 8445.85| 135.00000 7965.00 RIGHT OF WAY MARKER | | | 0062 615-06505 38.000 EACH | 475.00000 18050.00| 503.67000 19139.46| 475.00000 18050.00 MONUMENT, B | | | 0063 616-02320 8682.000 SYS | 1.00000 8682.00| 1.18000 10244.76| 1.24000 10765.68 GEOTEXTILES | | | 0064 616-06405 357.000 TON | 52.60000 18778.20| 58.95000 21045.15| 40.05000 14297.85 RIPRAP, REVETMENT | | | 0065 616-06451 297.000 TON | 52.60000 15622.20| 58.95000 17508.15| 44.29000 13154.13 RIPRAP, UNIFORM | | | 0066 621-01004 4.000 EACH | 425.00000 1700.00| 450.65000 1802.60| 425.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-06545 1.600 TON | 1170.00000 1872.00| 1240.63000 1985.01| 1170.00000 1872.00 FERTILIZER | | | 0068 621-06554 600.000 LBS | 3.55000 2130.00| 3.56000 2136.00| 3.36000 2016.00 SEED MIXTURE, U | | | 0069 621-06557 675.000 LBS | 2.25000 1518.75| 2.25000 1518.75| 2.12000 1431.00 SEED MIXTURE, T | | | 0070 621-06565 8.000 TON | 430.00000 3440.00| 433.69000 3469.52| 402.35000 3218.80 MULCHING MATERIAL | | | 0071 621-06567 310.000 kGAL | 0.01000 3.10| 1.06000 328.60| 1.00000 310.00 WATER | | | 0072 621-06570 930.000 CYS | 19.30000 17949.00| 32.70000 30411.00| 27.76000 25816.80 TOPSOIL | | | 0073 621-06575 8324.000 SYS | 7.20000 59932.80| 3.73000 31048.52| 2.60000 21642.40 SODDING, NURSERY | | | 0075 628-09407 16.000 MOS | 209.00000 3344.00| 159.06000 2544.96| 312.68000 5002.88 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0076 715-04611 2.000 EACH | 650.00000 1300.00| 253.65000 507.30| 541.53000 1083.06 SAFETY METAL END SECTION, 4:1, 12 IN | | | 0077 715-05024 6805.000 LFT | 52.50000 357262.50| 54.73000 372437.65| 84.79000 576995.95 PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0078 715-05048 15863.000 LFT | 8.50000 134835.50| 8.79000 139435.77| 15.88000 251904.44 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0079 715-05053 818.000 LFT | 11.10000 9079.80| 20.90000 17096.20| 14.27000 11672.86 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0080 715-05149 3330.000 LFT | 29.70000 98901.00| 19.60000 65268.00| 33.02000 109956.60 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0081 715-05151 190.000 LFT | 28.50000 5415.00| 32.54000 6182.60| 50.17000 9532.30 PIPE, TYPE 2, CIRCULAR, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -26 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-05152 660.000 LFT | 28.00000 18480.00| 28.55000 18843.00| 52.54000 34676.40 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0083 715-05154 3824.000 LFT | 33.50000 128104.00| 34.86000 133304.64| 63.31000 242097.44 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0084 715-05161 3667.000 LFT | 70.70000 259256.90| 76.90000 281992.30| 90.55000 332046.85 PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0085 715-05168 193.000 LFT | 29.70000 5732.10| 19.60000 3782.80| 25.20000 4863.60 PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0086 715-05169 83.000 LFT | 28.50000 2365.50| 32.54000 2700.82| 36.30000 3012.90 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0087 715-05212 352.000 LFT | 37.00000 13024.00| 28.04000 9870.08| 34.49000 12140.48 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0088 715-06004 1.000 EACH | 1380.00000 1380.00| 3137.75000 3137.75| 5405.16000 5405.16 CONCRETE ANCHOR, 48 IN | | | 0089 715-09064 20922.000 LFT | 0.75000 15691.50| 0.80000 16737.60| 1.00000 20922.00 VIDEO INSPECTION FOR PIPE | | | 0090 715-09446 4715.000 LFT | 53.70000 253195.50| 45.24000 213306.60| 68.93000 325004.95 PIPE, TYPE 4, CIRCULAR, 36 IN. | | | 0091 715-09529 3513.000 LFT | 70.10000 246261.30| 62.95000 221143.35| 107.07000 376136.91 PIPE, TYPE 4, CIRCULAR, 48 IN | | | 0092 715-46000 19.000 EACH | 508.00000 9652.00| 201.08000 3820.52| 331.65000 6301.35 PIPE END SECTION, 12 IN | | | 0093 715-46005 5.000 EACH | 528.00000 2640.00| 188.37000 941.85| 309.73000 1548.65 PIPE END SECTION, 15 IN | | | 0094 715-46010 2.000 EACH | 553.00000 1106.00| 210.64000 421.28| 444.51000 889.02 PIPE END SECTION, 18 IN | | | 0095 715-46040 1.000 EACH | 887.00000 887.00| 1086.32000 1086.32| 769.49000 769.49 PIPE END SECTION, 36 IN | | | 0096 718-06532 3000.000 LFT | 0.85000 2550.00| 0.80000 2400.00| 0.85000 2550.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 1340.000 CYS | 27.40000 36716.00| 28.26000 37868.40| 24.99000 33486.60 AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 17664.000 SYS | 0.60000 10598.40| 0.56000 9891.84| 0.56000 9891.84 GEOTEXTILES FOR UNDERDRAIN | | | 0099 720-08559 1.000 EACH | 42000.00000 42000.00| 37110.95000 37110.95| 34020.56000 34020.56 BEST MANAGEMENT PRACTICES , MTF 10.1 | | | CFS, STR. NO. 40 | | | 0100 720-08559 1.000 EACH | 32400.00000 32400.00| 37110.95000 37110.95| 25838.33000 25838.33 BEST MANAGEMENT PRACTICES , MTF 2.8 CFS | | | STR. NO. 165A | | | 0101 720-08559 1.000 EACH | 32400.00000 32400.00| 37110.95000 37110.95| 25838.33000 25838.33 BEST MANAGEMENT PRACTICES , MTF 2.8 CFS | | | STR. NO. 170A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -27 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 720-08559 1.000 EACH | 29800.00000 29800.00| 37110.95000 37110.95| 25838.33000 25838.33 BEST MANAGEMENT PRACTICES , MTF 3.5 CFS | | | STR. NO. 188B | | | 0103 720-45030 7.000 EACH | 1110.00000 7770.00| 1245.21000 8716.47| 1346.41000 9424.87 INLET, E7 | | | 0104 720-45035 2.000 EACH | 1110.00000 2220.00| 1245.21000 2490.42| 1346.42000 2692.84 INLET, F7 | | | 0105 720-45069 1.000 EACH | 2000.00000 2000.00| 3354.28000 3354.28| 2555.04000 2555.04 INLET, P12 | | | 0106 720-45410 30.000 EACH | 2040.00000 61200.00| 2309.22000 69276.60| 2071.51000 62145.30 MANHOLE, C4 | | | 0107 720-45415 1.000 EACH | 2370.00000 2370.00| 2521.30000 2521.30| 2108.53000 2108.53 MANHOLE, D4 | | | 0108 720-45416 7.000 EACH | 5180.00000 36260.00| 5404.64000 37832.48| 3725.49000 26078.43 MANHOLE, E4 | | | 0109 720-45520 2.000 EACH | 5180.00000 10360.00| 6624.06000 13248.12| 4222.17000 8444.34 MANHOLE, E4, MODIFIED | | | 0110 720-91973 34.000 EACH | 4080.00000 138720.00| 3944.38000 134108.92| 3306.60000 112424.40 MANHOLE, H4 | | | 0111 720-94612 11.000 EACH | 6080.00000 66880.00| 5149.03000 56639.33| 3244.65000 35691.15 MANHOLE, K4 | | | 0112 720-98174 52.000 EACH | 2050.00000 106600.00| 1975.81000 102742.12| 2457.99000 127815.48 INLET, B15 | | | 0113 720-98555 49.000 EACH | 2050.00000 100450.00| 2017.07000 98836.43| 2457.62000 120423.38 INLET, C15 | | | 0114 732-08419 19.000 SYS | 134.00000 2546.00| 188.65000 3584.35| 128.05000 2432.95 MODULAR BLOCK WALL | | | 0115 732-08421 19.000 SYS | 182.00000 3458.00| 180.10000 3421.90| 208.54000 3962.26 MODULAR BLOCK WALL ERECTION | | | 0116 801-03290 2.000 EACH | 119.00000 238.00| 126.19000 252.38| 129.00000 258.00 CONSTRUCTION SIGN, C | | | 0117 801-06203 86960.000 LFT | 0.14000 12174.40| 0.15000 13044.00| 0.21000 18261.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0118 801-06207 24000.000 LFT | 0.79000 18960.00| 0.84000 20160.00| 0.88000 21120.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0119 801-06211 15.000 EACH | 89.00000 1335.00| 94.37000 1415.55| 38.00000 570.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0120 801-06640 40.000 EACH | 109.00000 4360.00| 115.58000 4623.20| 114.00000 4560.00 CONSTRUCTION SIGN, A | | | 0121 801-06645 70.000 EACH | 35.00000 2450.00| 37.11000 2597.70| 36.00000 2520.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -28 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 801-06775 LUMP | 37000.00000 37000.00| 44956.23000 44956.23| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0123 801-07119 340.000 LFT | 12.00000 4080.00| 12.72000 4324.80| 13.06000 4440.40 BARRICADE, III-B | | | 0124 801-07612 640.000 LFT | 1.38000 883.20| 3.76000 2406.40| 1.38000 883.20 TEMPORARY PAVEMENT MARKING, 24 IN | | | 0125 801-08401 900.000 LFT | 35.00000 31500.00| 27.23000 24507.00| 32.37000 29133.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0126 801-09133 2.000 EACH | 3000.00000 6000.00| 3181.10000 6362.20| 5965.00000 11930.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0127 801-94295 39.000 EACH | 150.00000 5850.00| 164.36000 6410.04| 155.00000 6045.00 SIGNAL HEAD, RELOCATE | | | 0128 802-04893 2.000 EACH | 50.00000 100.00| 131.49000 262.98| 124.00000 248.00 REFERENCE POST | | | 0129 802-05701 576.500 LFT | 11.00000 6341.50| 13.79000 7949.94| 13.00000 7494.50 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0130 802-07058 2.000 EACH | 150.00000 300.00| 174.96000 349.92| 165.00000 330.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0131 802-07060 8.000 EACH | 75.00000 600.00| 132.55000 1060.40| 125.00000 1000.00 SIGN, SHEET, RELOCATE | | | 0132 802-09838 257.660 SFT | 11.00000 2834.26| 12.57000 3238.79| 11.85000 3053.27 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0133 802-09840 190.160 SFT | 11.50000 2186.84| 14.00000 2662.24| 13.20000 2510.11 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0134 805-01579 LUMP | 500.00000 500.00| 2449.45000 2449.45| 2310.00000 2310.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0135 805-01815 2.000 EACH | 1800.00000 3600.00| 2438.85000 4877.70| 2300.00000 4600.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0136 805-01842 17.000 EACH | 600.00000 10200.00| 764.53000 12997.01| 721.00000 12257.00 HANDHOLE, SIGNAL | | | 0137 805-01879 1.000 EACH | 600.00000 600.00| 742.26000 742.26| 700.00000 700.00 SIGNAL SERVICE, INSTALL | | | 0138 805-01893 LUMP | 1500.00000 1500.00| 5513.90000 5513.90| 5200.00000 5200.00 MAINTAINING TRAFFIC SIGNAL | | | 0139 805-02152 6.000 EACH | 545.00000 3270.00| 752.85000 4517.10| 710.00000 4260.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -29 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 805-02658 150.000 LFT | 1.50000 225.00| 2.12000 318.00| 2.00000 300.00 CABLE, COAXIAL | | | 0142 805-02660 1.000 EACH | 5225.00000 5225.00| 4665.62000 4665.62| 4400.00000 4400.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 12 IN RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | 0143 805-04602 1.000 EACH | 500.00000 500.00| 848.30000 848.30| 800.00000 800.00 CONTROLLER, REWIRE | | | 0144 805-04980 1.000 EACH | 350.00000 350.00| 4347.50000 4347.50| 4100.00000 4100.00 FLASHING BEACON , STOP HERE WHEN | | | FLASHING SIGN | | | 0145 805-08464 2.000 EACH | 2500.00000 5000.00| 1749.61000 3499.22| 1650.00000 3300.00 RADIO, INTERCONNECT | | | 0146 805-78205 6.000 EACH | 500.00000 3000.00| 848.30000 5089.80| 800.00000 4800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0147 805-78230 2.000 EACH | 785.00000 1570.00| 1166.40000 2332.80| 1100.00000 2200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0148 805-78245 8.000 EACH | 2500.00000 20000.00| 2672.12000 21376.96| 2520.00000 20160.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN RED, AMBER, | | | GREEN | | | 0149 805-78255 1.000 EACH | 2500.00000 2500.00| 2672.12000 2672.12| 2520.00000 2520.00 TRAFFIS SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN., RED, AMBER | | | YELLOW, GREEN ARROW | | | 0150 805-78370 6.000 EACH | 115.00000 690.00| 149.51000 897.06| 141.00000 846.00 PEDESTRIAN PUSH BUTTON | | | 0151 805-78412 4.000 EACH | 900.00000 3600.00| 858.89000 3435.56| 810.00000 3240.00 SIGNAL PEDESTAL, 9FT | | | 0152 805-78415 6.000 EACH | 1700.00000 10200.00| 1908.65000 11451.90| 1800.00000 10800.00 SPAN, CATENARY, AND TETHER | | | 0153 805-78420 6.000 EACH | 225.00000 1350.00| 376.43000 2258.58| 355.00000 2130.00 DISCONNECT HANGER | | | 0154 805-78467 100.000 LFT | 2.75000 275.00| 2.12000 212.00| 2.00000 200.00 SIGNAL CABLE, 3C 8GA | | | 0155 805-78470 14355.000 LFT | 0.55000 7895.25| 0.34000 4880.70| 0.32000 4593.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0156 805-78480 1210.000 LFT | 0.95000 1149.50| 0.95000 1149.50| 0.90000 1089.00 SIGNAL CABLE, 3C 14GA | | | 0157 805-78485 1910.000 LFT | 1.65000 3151.50| 1.27000 2425.70| 1.20000 2292.00 SIGNAL CABLE, 5C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -30 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 805-78490 1085.000 LFT | 1.85000 2007.25| 1.53000 1660.05| 1.44000 1562.40 SIGNAL CABLE, 7C 14GA | | | 0159 805-78510 13980.000 LFT | 0.95000 13281.00| 1.04000 14539.20| 0.98000 13700.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0160 805-78785 28.000 EACH | 550.00000 15400.00| 534.42000 14963.76| 504.00000 14112.00 SIGNAL DETECTOR HOUSING | | | 0161 805-78795 4385.000 LFT | 7.00000 30695.00| 8.72000 38237.20| 8.22000 36044.70 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0162 805-78900 4.000 EACH | 625.00000 2500.00| 572.60000 2290.40| 540.00000 2160.00 PEDESTAL FOUNDATION, A | | | 0163 805-78925 1.000 EACH | 650.00000 650.00| 964.93000 964.93| 910.00000 910.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0164 805-81032 2.000 EACH | 900.00000 1800.00| 3287.13000 6574.26| 3100.00000 6200.00 SIGNAL STRAIN POLE, STEEL, 30 FT , | | | RELOCATE | | | 0165 805-92504 15.000 EACH | 460.00000 6900.00| 531.24000 7968.60| 501.00000 7515.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0166 807-06592 3580.000 LFT | 8.00000 28640.00| 12.84000 45967.20| 12.11000 43353.80 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0167 808-06716 15600.000 LFT | 0.34000 5304.00| 0.35000 5460.00| 0.32000 4992.00 LINE, REMOVE | | | 0168 808-10031 4180.000 LFT | 0.27000 1128.60| 0.27000 1128.60| 0.25000 1045.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0169 808-10033 18302.000 LFT | 0.27000 4941.54| 0.27000 4941.54| 0.25000 4575.50 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0170 808-10034 20300.000 LFT | 0.27000 5481.00| 0.27000 5481.00| 0.25000 5075.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0171 808-10036 3200.000 LFT | 0.27000 864.00| 0.27000 864.00| 0.25000 800.00 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0172 808-10037 135.000 LFT | 3.10000 418.50| 3.18000 429.30| 3.00000 405.00 LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | | 0173 808-10042 96.000 LFT | 4.70000 451.20| 4.77000 457.92| 4.50000 432.00 TRANSVERSE MKG MULTI-COMP SOLID YELLOW | | | CROSSHATCH LINE, 12" | | | 0174 808-10047 63.000 LFT | 4.70000 296.10| 4.77000 300.51| 4.50000 283.50 TRANSVERSE MKGS MULTI-COMP, SOLID, | | | WHITE, CROSSHATCH LINE, 12" | | | 0175 808-10051 366.000 LFT | 9.20000 3367.20| 9.28000 3396.48| 8.75000 3202.50 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0176 808-10052 41.000 EACH | 157.00000 6437.00| 159.06000 6521.46| 150.00000 6150.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 141 -31 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30835-A COUNTIES : ST. JOSEPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1569222 |( 8 ) 35-1058916 |( 9 ) 35-1068009 |GRIMMER CONSTRUCTION INC |WOODRUFF & SONS INC |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 808-10056 1080.000 LFT | 2.40000 2592.00| 2.39000 2581.20| 2.25000 2430.00 TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0178 808-10077 46.000 EACH | 131.00000 6026.00| 132.55000 6097.30| 125.00000 5750.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0179 628-09403 16.000 MOS | 2160.00000 34560.00| 2177.84000 34845.44| 2366.97000 37871.52 FIELD OFFICE, C | | | 0180 805-78106 1.000 EACH | 11850.00000 11850.00| 13996.83000 13996.83| 13200.00000 13200.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | SECTION TOTALS | $ 8,541,607.77| $ 9,065,700.41| $ 9,656,772.88 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,541,607.77| $ 9,065,700.41| $ 9,656,772.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -1 VENDOR RANKING CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 05/31/13 LOCATION : ON PR 69 FROM WHITE RIVER TO CSX RAILROAD PROJECT(S) : 0500442 NEW ROAD AND BRIDGE CONSTRUCTION 0902157 1006000 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTRUCTION COMPANY $ 98,807,253.06 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 101,621,967.78 102.8487% 3 99-9992098 F H PASCHEN/T J LAMBRECHT J/V $ 103,232,706.59 104.4789% 4 43-0626545 FRED WEBER INC $ 105,724,951.31 107.0012% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 108,547,806.58 109.8581% 6 99-9992455 CHESTER BROSS CONSTR/KOLB GRADING J/V $ 119,852,002.70 121.2988% 7 35-1875662 CRIDER & CRIDER INC $ 123,587,432.01 125.0793% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -2 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 NEW ROAD CONSTRUCTION PCCP | | | 0024 207-08263 512298.000 SYS | 4.00000 2049192.00| 3.80000 1946732.40| 4.60000 2356570.80 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08265 43153.000 SYS | 4.01000 173043.53| 5.30000 228710.90| 3.00000 129459.00 SUBGRADE TREATMENT, TYPE IIA | | | 0026 207-08267 87312.000 SYS | 5.89000 514267.68| 5.50000 480216.00| 5.50000 480216.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 301-07448 78331.000 TON | 18.00000 1409958.00| 20.50000 1605785.50| 14.96000 1171831.76 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-06464 91809.000 CYS | 34.00000 3121506.00| 36.00000 3305124.00| 34.02000 3123342.18 SUBBASE FOR PCCP | | | 0029 303-01180 90533.000 TON | 18.00000 1629594.00| 20.50000 1855926.50| 15.50000 1403261.50 COMPACTED AGGREGATE, NO. 53 | | | 0030 303-02125 56.000 CYS | 183.17000 10257.52| 71.05000 3978.80| 52.00000 2912.00 AGGREGATE, 23 | | | 0031 306-08043 1648.000 SYS | 2.30000 3790.40| 4.25000 7004.00| 10.00000 16480.00 MILLING, TRANSITION | | | 0032 401-06264 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0033 401-07320 13159.000 TON | 53.00000 697427.00| 53.00000 697427.00| 53.00000 697427.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0034 401-07335 2512.000 TON | 90.00000 226080.00| 90.00000 226080.00| 90.00000 226080.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0035 401-07389 24964.000 TON | 48.00000 1198272.00| 48.00000 1198272.00| 48.00000 1198272.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0036 401-07404 4215.000 TON | 60.00000 252900.00| 60.00000 252900.00| 60.00000 252900.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0037 401-07406 32292.000 TON | 50.00000 1614600.00| 50.00000 1614600.00| 50.00000 1614600.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0038 401-07429 3903.000 TON | 62.00000 241986.00| 62.00000 241986.00| 62.00000 241986.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0039 401-08364 8933.000 TON | 51.00000 455583.00| 51.00000 455583.00| 51.00000 455583.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0040 406-05520 152.000 TON | 360.00000 54720.00| 360.00000 54720.00| 360.00000 54720.00 ASPHALT FOR TACK COAT | | | 0041 501-06266 LUMP | 20000.00000 20000.00| 18400.00000 18400.00| 15000.00000 15000.00 PROFILOGRAPH, PCCP | | | 0042 501-06321 33940.000 SYS | 25.00000 848500.00| 24.50000 831530.00| 28.00000 950320.00 QC/QA-PCCP, 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -3 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 501-06322 267182.000 SYS | 24.00000 6412368.00| 25.50000 6813141.00| 24.14000 6449773.48 QC/QA-PCCP, 11 IN | | | 0044 501-06727 LUMP | 25000.00000 25000.00| 11200.00000 11200.00| 22000.00000 22000.00 CORING, PCCP | | | 0045 501-09749 23375.000 SYS | 24.41000 570583.75| 23.50000 549312.50| 24.00000 561000.00 QC/QA PCCP, 9.5" | | | 0046 503-05240 180671.000 LFT | 10.00000 1806710.00| 9.00000 1626039.00| 9.00000 1626039.00 D-1 CONTRACTION JOINT | | | 0047 503-05310 1069.000 LFT | 200.00000 213800.00| 110.00000 117590.00| 200.00000 213800.00 TERMINAL JOINT | | | 0048 606-07484 150252.000 LFT | 0.07000 10517.64| 0.09000 13522.68| 0.06000 9015.12 MILLED HMA SHOULDER CORRUGATIONS | | | 0049 606-07485 74859.000 LFT | 0.28000 20960.52| 0.31000 23206.29| 0.29000 21709.11 MILLED PCCP SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 23,591,617.04| $ 24,188,987.57| $ 23,304,297.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 NEW BRIDGE CONSTRUCTION 0902157 | | | 0050 105-06845 LUMP | 3549864.22000 3549864.22| 475000.00000 475000.00| 1565000.00000 1565000.00 CONSTRUCTION ENGINEERING | | | 0051 105-06899 4.000 EACH | 150.00000 600.00| 225.00000 900.00| 200.00000 800.00 RADIO | | | 0052 105-08520 4.000 EACH | 150.00000 600.00| 220.00000 880.00| 100.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0053 105-08521 136.000 MOS | 100.00000 13600.00| 115.00000 15640.00| 100.00000 13600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0054 105-08523 136.000 MOS | 75.00000 10200.00| 120.00000 16320.00| 80.00000 10880.00 RADIO ONLY SERVICE | | | 0055 105-09645 LUMP | 75000.00000 75000.00| 290000.00000 290000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0056 110-01001 LUMP | 4940000.00000 4940000.00| 5350000.00000 5350000.00| 5200000.00000 5200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0057 201-52370 LUMP | 988000.00000 988000.00| 1051000.00000 1051000.00| 1250000.00000 1250000.00 CLEARING RIGHT OF WAY | | | 0058 202-01405 6204.000 CYS | 49.19000 305174.76| 60.00000 372240.00| 45.00000 279180.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0059 202-02240 6738.400 SYS | 7.37000 49662.01| 5.50000 37061.20| 5.40000 36387.36 PAVEMENT REMOVAL | | | 0060 202-03000 LUMP | 10000.00000 10000.00| 9000.00000 9000.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 652 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -4 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 202-03000 LUMP | 10000.00000 10000.00| 8500.00000 8500.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 653 | | | 0062 202-03000 LUMP | 15000.00000 15000.00| 13500.00000 13500.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 654 | | | 0063 202-03000 LUMP | 28000.00000 28000.00| 16000.00000 16000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 655 | | | 0064 202-03000 LUMP | 25000.00000 25000.00| 4500.00000 4500.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 656 | | | 0065 202-03000 LUMP | 10000.00000 10000.00| 7500.00000 7500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 658 | | | 0066 202-03000 LUMP | 10000.00000 10000.00| 6000.00000 6000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 659 | | | 0067 202-03000 LUMP | 10000.00000 10000.00| 7200.00000 7200.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 665 | | | 0068 202-03000 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 666 | | | 0069 202-03000 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 672 | | | 0070 202-03000 LUMP | 4000.00000 4000.00| 6500.00000 6500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 674 | | | 0071 202-03000 LUMP | 10000.00000 10000.00| 6500.00000 6500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 680 | | | 0072 202-03000 LUMP | 5500.00000 5500.00| 3900.00000 3900.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 682 | | | 0073 202-03000 LUMP | 15000.00000 15000.00| 9500.00000 9500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 687 | | | 0074 202-03000 LUMP | 10000.00000 10000.00| 8800.00000 8800.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 689 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -5 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 202-03000 LUMP | 10000.00000 10000.00| 9500.00000 9500.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 693 | | | 0076 202-03000 LUMP | 10000.00000 10000.00| 7200.00000 7200.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 717A | | | 0077 202-03000 LUMP | 10000.00000 10000.00| 9200.00000 9200.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 718 | | | 0078 202-03000 LUMP | 15000.00000 15000.00| 13500.00000 13500.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 729 | | | 0079 202-03000 LUMP | 10000.00000 10000.00| 7000.00000 7000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 736 | | | 0080 202-03000 LUMP | 11000.00000 11000.00| 7500.00000 7500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 739B | | | 0081 202-03000 LUMP | 10000.00000 10000.00| 7900.00000 7900.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 740A | | | 0082 202-03000 LUMP | 10000.00000 10000.00| 6500.00000 6500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 742 | | | 0083 202-03000 LUMP | 25000.00000 25000.00| 14000.00000 14000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 744 | | | 0084 202-03000 LUMP | 10000.00000 10000.00| 6500.00000 6500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 745 | | | 0085 202-03000 LUMP | 10000.00000 10000.00| 7800.00000 7800.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 749 | | | 0086 202-03000 LUMP | 12000.00000 12000.00| 7900.00000 7900.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 751 | | | 0087 202-04089 7.000 EACH | 96.50000 675.50| 98.50000 689.50| 96.50000 675.50 SIGN, SHEET, REMOVE | | | 0088 202-09957 5.000 EACH | 1200.00000 6000.00| 25000.00000 125000.00| 6000.00000 30000.00 PLUG AND ABANDON OIL OR GAS WELL | | | 0089 202-51330 LUMP | 5000.00000 5000.00| 22000.00000 22000.00| 8682.00000 8682.00 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -6 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 202-74035 1.000 EACH | 96.50000 96.50| 98.50000 98.50| 96.50000 96.50 SIGN, REMOVE | | | 0091 202-96133 173.000 LFT | 18.18000 3145.14| 7.50000 1297.50| 24.25000 4195.25 PIPE, REMOVE | | | 0092 203-02020 2366644.000 CYS | 4.55000 10768230.20| 4.00000 9466576.00| 3.81000 9016913.64 EXCAVATION, UNCLASSIFIED | | | 0093 203-02070 2152719.000 CYS | 3.46000 7448407.74| 4.75000 10225415.25| 5.95000 12808678.05 BORROW | | | 0096 203-10106 LUMP | 100000.00000 100000.00| 50000.00000 50000.00| 100000.00000 100000.00 AGGREGATE COLUMN , STRUCTURE NO 01 | | | 0097 203-10106 LUMP | 75000.00000 75000.00| 45000.00000 45000.00| 100000.00000 100000.00 AGGREGATE COLUMN , STRUCTURE NO 02 | | | 0098 203-10106 LUMP | 150000.00000 150000.00| 50000.00000 50000.00| 125000.00000 125000.00 AGGREGATE COLUMN , STRUCTURE NO 06 | | | 0099 203-10106 LUMP | 150000.00000 150000.00| 50000.00000 50000.00| 125000.00000 125000.00 AGGREGATE COLUMN , STRUCTURE NO 07 | | | 0100 203-10106 LUMP | 350000.00000 350000.00| 225000.00000 225000.00| 250000.00000 250000.00 AGGREGATE COLUMN , STRUCTURE NO 08 | | | 0101 203-10106 LUMP | 350000.00000 350000.00| 200000.00000 200000.00| 250000.00000 250000.00 AGGREGATE COLUMN , STRUCTURE NO 09 | | | 0102 203-10106 LUMP | 180000.00000 180000.00| 135000.00000 135000.00| 100000.00000 100000.00 AGGREGATE COLUMN , STRUCTURE NO 10 | | | 0103 203-10106 LUMP | 100000.00000 100000.00| 50000.00000 50000.00| 100000.00000 100000.00 AGGREGATE COLUMN , STRUCTURE NO 11 | | | 0104 203-10106 LUMP | 150000.00000 150000.00| 60000.00000 60000.00| 100000.00000 100000.00 AGGREGATE COLUMN , STRUCTURE NO 12 | | | 0105 203-10106 LUMP | 270000.00000 270000.00| 150000.00000 150000.00| 275000.00000 275000.00 AGGREGATE COLUMN , STRUCTURE NO 16 | | | 0106 203-10106 LUMP | 350000.00000 350000.00| 250000.00000 250000.00| 275000.00000 275000.00 AGGREGATE COLUMN , STRUCTURE NO 17 | | | 0107 203-10106 LUMP | 260000.00000 260000.00| 260000.00000 260000.00| 200000.00000 200000.00 AGGREGATE COLUMN , STRUCTURE NO 18 | | | 0108 204-02290 15.000 EACH | 924.24000 13863.60| 1000.00000 15000.00| 468.00000 7020.00 SETTLEMENT PLATE | | | 0109 205-02770 44493.000 SYS | 0.81000 36039.33| 0.83000 36929.19| 0.81000 36039.33 EROSION CONTROL BLANKET | | | 0111 205-09543 200.000 TON | 22.22000 4444.00| 31.50000 6300.00| 28.42000 5684.00 NO 2 STONE | | | 0112 205-09942 7120.000 LFT | 8.59000 61160.80| 14.00000 99680.00| 14.50000 103240.00 CLAY CAPPED DITCH | | | 0113 205-09952 LUMP | 800000.00000 800000.00| 1750000.00000 1750000.00| 950000.00000 950000.00 DESIGN BUILD EROSION AND SEDIMENT | | | CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -7 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 206-51220 11059.000 CYS | 7.07000 78187.13| 5.00000 55295.00| 21.06000 232902.54 EXCAVATION, WET | | | 0115 206-51225 38600.000 CYS | 6.06000 233916.00| 4.00000 154400.00| 12.00000 463200.00 EXCAVATION, DRY | | | 0116 206-51230 47851.000 CYS | 5.05000 241647.55| 4.00000 191404.00| 17.00000 813467.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0117 206-51235 LUMP | 100000.00000 100000.00| 150000.00000 150000.00| 300000.00000 300000.00 COFFERDAM , STRUCTURE NO 16 | | | 0118 206-51235 LUMP | 100000.00000 100000.00| 150000.00000 150000.00| 300000.00000 300000.00 COFFERDAM , STRUCTURE NO 17 | | | 0119 206-51235 LUMP | 160000.00000 160000.00| 150000.00000 150000.00| 400000.00000 400000.00 COFFERDAM , STRUCTURE NO 18 | | | 0120 206-51235 LUMP | 5000.00000 5000.00| 135000.00000 135000.00| 50000.00000 50000.00 COFFERDAM , STRUCTURE NO 19 | | | 0121 206-51235 LUMP | 5000.00000 5000.00| 135000.00000 135000.00| 50000.00000 50000.00 COFFERDAM , STRUCTURE NO 20 | | | 0122 211-02050 116361.000 CYS | 9.93000 1155464.73| 14.00000 1629054.00| 13.40000 1559237.40 B BORROW | | | 0123 211-06467 829.000 CYS | 37.58000 31153.82| 100.00000 82900.00| 73.91000 61271.39 AGGREGATE FOR END BENT BACKFILL | | | 0124 211-09264 30645.400 CYS | 18.13000 555601.10| 16.25000 497987.75| 14.00000 429035.60 STRUCTURAL BACKFILL, TYPE 1 | | | 0125 211-09265 50018.000 CYS | 26.70000 1335480.60| 17.25000 862810.50| 17.00000 850306.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0126 211-09266 82564.000 CYS | 21.28000 1756961.92| 14.00000 1155896.00| 40.00000 3302560.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0127 214-07202 1950.000 SYS | 2.58000 5031.00| 4.50000 8775.00| 3.20000 6240.00 GEOGRID, TYPE I | | | 0128 214-07202 1293.000 SYS | 2.58000 3335.94| 4.50000 5818.50| 2.95000 3814.35 GEOGRID, TYPE I , FOR GEOTECH | | | 0129 215-07043 729559.000 SYS | 3.35000 2444022.65| 3.50000 2553456.50| 2.95000 2152199.05 CHEMICAL MODIFICATION, SOILS | | | 0130 302-07455 1059.000 CYS | 45.18000 47845.62| 100.00000 105900.00| 40.01000 42370.59 DENSE GRADED SUBBASE | | | 0131 303-01180 1722.000 TON | 19.47000 33527.34| 32.00000 55104.00| 20.00000 34440.00 COMPACTED AGGREGATE, NO. 53 , FOR | | | GEOTECH | | | 0132 303-07449 12077.000 TON | 17.41000 210260.57| 16.50000 199270.50| 18.25000 220405.25 COMPACTED AGGREGATE, NO. 73 | | | 0133 402-07432 5729.000 TON | 50.00000 286450.00| 50.00000 286450.00| 50.00000 286450.00 HMA SURFACE, TYPE A | | | 0134 402-07433 665.000 TON | 65.00000 43225.00| 65.00000 43225.00| 65.00000 43225.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -8 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 402-07435 10738.000 TON | 40.00000 429520.00| 40.00000 429520.00| 40.00000 429520.00 HMA INTERMEDIATE, TYPE A | | | 0136 402-07438 1117.000 TON | 50.00000 55850.00| 50.00000 55850.00| 50.00000 55850.00 HMA INTERMEDIATE, TYPE B | | | 0137 402-07451 70.000 TON | 150.00000 10500.00| 150.00000 10500.00| 150.00000 10500.00 HMA WEDGE AND LEVEL, TYPE B | | | 0138 402-07453 2129.000 TON | 80.00000 170320.00| 80.00000 170320.00| 80.00000 170320.00 HMA FOR TEMPORARY PAVEMENT | | | 0139 601-01522 76.000 EACH | 2000.00000 152000.00| 2050.00000 155800.00| 1900.00000 144400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0140 601-02241 800.000 LFT | 3.00000 2400.00| 3.05000 2440.00| 4.00000 3200.00 GUARDRAIL, REMOVE | | | 0141 601-06233 6.000 EACH | 8000.00000 48000.00| 8200.00000 49200.00| 7800.00000 46800.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0142 601-06246 1.000 EACH | 18000.00000 18000.00| 18400.00000 18400.00| 15800.00000 15800.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0143 601-94689 56.000 EACH | 2510.00000 140560.00| 2600.00000 145600.00| 2500.00000 140000.00 GUARDRAIL END TREATMENT, OS | | | 0144 601-94690 15.000 EACH | 4100.00000 61500.00| 4200.00000 63000.00| 3500.00000 52500.00 GUARDRAIL END TREATMENT, MS | | | 0145 601-99105 13522.400 LFT | 17.70000 239346.48| 18.05000 244079.32| 18.00000 243403.20 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0146 601-99108 3700.000 LFT | 24.70000 91390.00| 25.20000 93240.00| 24.00000 88800.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0147 602-06729 336.000 EACH | 13.05000 4384.80| 13.25000 4452.00| 13.00000 4368.00 BARRIER DELINEATOR | | | 0148 602-08606 1111.000 LFT | 47.60000 52883.60| 75.00000 83325.00| 50.00000 55550.00 CONCRETE BARRIER, 33 IN, MODIFIED | | | 0149 603-06040 106753.000 LFT | 5.50000 587141.50| 5.60000 597816.80| 4.85000 517752.05 FENCE, FARM FIELD, 47 IN | | | 0150 603-96042 3.000 EACH | 1500.00000 4500.00| 1550.00000 4650.00| 900.00000 2700.00 FENCE GATE, FARM FIELD, 47 IN X 24FT | | | 0151 605-05523 197.000 LFT | 7.85000 1546.45| 30.00000 5910.00| 20.00000 3940.00 CURB, HMA | | | 0152 609-06257 1019.000 SYS | 50.00000 50950.00| 90.00000 91710.00| 60.00000 61140.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0153 609-06259 5274.000 SYS | 55.00000 290070.00| 95.00000 501030.00| 65.00000 342810.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0154 610-08446 234.000 SYS | 42.87000 10031.58| 47.00000 10998.00| 52.00000 12168.00 PCCP FOR APPROACHES, 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -9 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0155 615-06490 220.000 EACH | 128.00000 28160.00| 130.00000 28600.00| 130.00000 28600.00 RIGHT OF WAY MARKER | | | 0156 615-06505 22.000 EACH | 625.00000 13750.00| 640.00000 14080.00| 450.00000 9900.00 MONUMENT, B | | | 0157 615-06510 93.000 EACH | 475.00000 44175.00| 485.00000 45105.00| 350.00000 32550.00 MONUMENT, C | | | 0158 615-06515 22.000 EACH | 125.00000 2750.00| 130.00000 2860.00| 150.00000 3300.00 MONUMENT, D | | | 0159 615-06527 4.000 EACH | 500.00000 2000.00| 510.00000 2040.00| 400.00000 1600.00 MONUMENT, SECTION CORNER | | | 0160 615-06530 17.000 EACH | 700.00000 11900.00| 715.00000 12155.00| 550.00000 9350.00 BENCH MARK POST | | | 0161 616-02320 72793.000 SYS | 1.24000 90263.32| 2.25000 163784.25| 1.80000 131027.40 GEOTEXTILES | | | 0162 616-05688 6772.000 TON | 25.44000 172279.68| 38.00000 257336.00| 40.50000 274266.00 RIPRAP, CLASS 1 | | | 0163 616-05689 69.000 TON | 26.95000 1859.55| 45.00000 3105.00| 46.75000 3225.75 RIPRAP, CLASS 2 | | | 0164 616-06405 52921.300 TON | 19.54000 1034082.20| 18.75000 992274.38| 24.00000 1270111.20 RIPRAP, REVETMENT | | | 0165 616-07656 324.500 TON | 31.48000 10215.26| 60.00000 19470.00| 62.50000 20281.25 RIPRAP , 36-INCH | | | 0166 616-51367 143.000 SYS | 79.44000 11359.92| 130.00000 18590.00| 150.00000 21450.00 SLOPEWALL, CONCRETE, 4 IN | | | 0167 619-09437 1178.000 SFT | 6.00000 7068.00| 6.00000 7068.00| 6.00000 7068.00 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0168 621-01004 19.000 EACH | 975.00000 18525.00| 1000.00000 19000.00| 975.00000 18525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0169 621-02363 3190.000 SYS | 0.40000 1276.00| 0.42000 1339.80| 0.40000 1276.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0170 621-02770 7418.000 SYS | 1.44000 10681.92| 1.50000 11127.00| 1.44000 10681.92 EROSION CONTROL BLANKET | | | 0171 621-04258 43.130 LBS | 44.80000 1932.22| 46.00000 1983.98| 44.80000 1932.22 SEED MIXTURE , SWALE | | | 0172 621-04258 153.140 LBS | 36.46000 5583.48| 37.55000 5750.41| 36.46000 5583.48 SEED MIXTURE , WILD RYE | | | 0173 621-06545 152.700 TON | 500.00000 76350.00| 514.00000 78487.80| 500.00000 76350.00 FERTILIZER | | | 0174 621-06553 51854.000 LBS | 2.99000 155043.46| 3.05000 158154.70| 2.99000 155043.46 SEED MIXTURE, R | | | 0175 621-06557 25512.550 LBS | 0.01000 255.13| 1.12000 28574.06| 1.10000 28063.81 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -10 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0176 621-06559 3028.000 SYS | 0.52000 1574.56| 0.53000 1604.84| 0.52000 1574.56 MULCHED SEEDING, R | | | 0177 621-06565 628.170 TON | 364.00000 228653.88| 374.00000 234935.58| 364.00000 228653.88 MULCHING MATERIAL | | | 0178 621-06567 385.800 kGAL | 1.00000 385.80| 1.02000 393.52| 1.00000 385.80 WATER | | | 0179 621-06574 102528.000 SYS | 2.91000 298356.48| 2.55000 261446.40| 2.51000 257345.28 SODDING | | | 0180 622-52436 61.000 EACH | 37.00000 2257.00| 38.10000 2324.10| 37.00000 2257.00 SIGN, DO NOT MOW OR SPRAY | | | 0181 622-91786 865.000 EACH | 24.65000 21322.25| 25.40000 21971.00| 24.65000 21322.25 SEEDLING , 1-GALLON CONTAINER GROWN | | | 0182 622-91786 1731.000 EACH | 24.65000 42669.15| 25.40000 43967.40| 24.65000 42669.15 SEEDLING , 3-GALLON CONTAINER GROWN | | | 0183 622-91786 3086.000 EACH | 3.90000 12035.40| 4.00000 12344.00| 3.80000 11726.80 SEEDLING , LIVE STAKES | | | 0184 628-09403 34.000 MOS | 2500.00000 85000.00| 4000.00000 136000.00| 2500.00000 85000.00 FIELD OFFICE, C | | | 0185 628-09407 136.000 MOS | 90.00000 12240.00| 80.00000 10880.00| 200.00000 27200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 4 EACH | | | 0186 701-02936 16612.000 LFT | 45.00000 747540.00| 65.00000 1079780.00| 55.00000 913660.00 PILE, STEEL H, HP 14 IN X 89 | | | 0187 701-02938 206.000 LFT | 484.69000 99846.14| 135.00000 27810.00| 85.00000 17510.00 CORED HOLE IN ROCK, 24 IN | | | 0188 701-06011 64.000 EACH | 1500.00000 96000.00| 1300.00000 83200.00| 1200.00000 76800.00 DYNAMIC PILE LOAD TEST | | | 0189 701-08253 267.000 EACH | 557.43000 148833.81| 700.00000 186900.00| 623.75000 166541.25 PILE SLEEVES | | | 0191 701-09559 64.000 EACH | 1000.00000 64000.00| 1000.00000 64000.00| 1250.00000 80000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0192 701-09683 310.000 EACH | 125.00000 38750.00| 100.00000 31000.00| 100.00000 31000.00 PILE SHOE, HP 12 X 74 | | | 0193 701-09684 319.000 EACH | 140.00000 44660.00| 120.00000 38280.00| 125.00000 39875.00 PILE SHOE, HP 14 X 89 | | | 0195 701-95780 18150.600 LFT | 38.00000 689722.80| 60.00000 1089036.00| 47.00000 853078.20 PILE, STEEL H, HP 12 IN X 74 | | | 0196 702-01724 117.000 CYS | 1000.00000 117000.00| 550.00000 64350.00| 275.00000 32175.00 CONCRETE, C, FOOTINGS | | | 0198 702-04325 LUMP | 100000.00000 100000.00| 275000.00000 275000.00| 50000.00000 50000.00 TEMPORARY SHORING , STRUCTURE NO 26 | | | 0199 702-51005 2830.000 CYS | 425.00000 1202750.00| 500.00000 1415000.00| 350.00000 990500.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -11 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0200 702-51015 2905.000 CYS | 315.00000 915075.00| 225.00000 653625.00| 500.00000 1452500.00 CONCRETE, B, FOOTINGS | | | 0201 702-51110 3988.000 LBS | 2.75000 10967.00| 5.00000 19940.00| 5.00000 19940.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0202 702-90915 881.000 CYS | 375.00000 330375.00| 1000.00000 881000.00| 625.00000 550625.00 CONCRETE, CLASS A | | | 0203 702-92857 1800.000 CYS | 425.00000 765000.00| 1000.00000 1800000.00| 300.00000 540000.00 CONCRETE, C, SUBSTRUCTURE | | | 0204 703-06028 1140481.000 LBS | 0.78000 889575.18| 0.80000 912384.80| 0.72000 821146.32 REINFORCING BARS | | | 0205 703-06029 3080880.000 LBS | 0.80000 2464704.00| 0.90000 2772792.00| 0.74000 2279851.20 REINFORCING BARS, EPOXY COATED | | | 0206 704-51002 8592.300 CYS | 400.00000 3436920.00| 500.00000 4296150.00| 350.00000 3007305.00 CONCRETE, C, SUPERSTRUCTURE | | | 0207 706-05732 40.000 EACH | 2000.00000 80000.00| 1200.00000 48000.00| 1500.00000 60000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0208 706-05734 64.000 EACH | 2500.00000 160000.00| 1400.00000 89600.00| 1500.00000 96000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0209 706-08496 151.000 SYS | 110.93000 16750.43| 52.00000 7852.00| 100.00000 15100.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN | | | 0210 706-09545 67.000 CYS | 63.02000 4222.34| 85.00000 5695.00| 50.00000 3350.00 COARSE AGGREGATE, NO 8 | | | 0211 706-51020 1269.100 CYS | 200.00000 253820.00| 185.00000 234783.50| 200.00000 253820.00 CONCRETE, C, RAILING | | | 0212 707-05984 3698.000 LFT | 210.00000 776580.00| 180.00000 665640.00| 200.00000 739600.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | | 45" X 16" | | | 0214 707-07605 3373.600 LFT | 235.00000 792796.00| 300.00000 1012080.00| 200.00000 674720.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54" X 48" | | | 0215 707-08476 3355.000 LFT | 275.00000 922625.00| 230.00000 771650.00| 200.00000 671000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | 0216 707-08643 1950.000 LFT | 245.00000 477750.00| 365.00000 711750.00| 200.00000 390000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | 0217 707-09316 2485.000 LFT | 275.00000 683375.00| 210.00000 521850.00| 200.00000 497000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 78" X 48" | | | 0218 707-09332 491.800 LFT | 285.00000 140163.00| 350.00000 172130.00| 200.00000 98360.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66" X 48" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -12 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0219 707-09384 1480.000 LFT | 320.00000 473600.00| 230.00000 340400.00| 225.00000 333000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 61" | | | 0220 707-09634 417.000 LFT | 350.00000 145950.00| 320.00000 133440.00| 225.00000 93825.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 48 IN. X 49 IN. | | | 0221 707-09921 462.400 LFT | 290.00000 134096.00| 340.00000 157216.00| 200.00000 92480.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 54 IN. X 49 IN. | | | 0222 709-51821 LUMP | 2194.00000 2194.00| 7000.00000 7000.00| 2194.00000 2194.00 SURFACE SEAL , RAMP 1 | | | 0223 709-51821 LUMP | 1897.00000 1897.00| 7000.00000 7000.00| 1897.00000 1897.00 SURFACE SEAL , RAMP 3/D | | | 0224 709-51821 LUMP | 5530.00000 5530.00| 8000.00000 8000.00| 5530.00000 5530.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0225 709-51821 LUMP | 2195.00000 2195.00| 6000.00000 6000.00| 2195.00000 2195.00 SURFACE SEAL , STRUCTURE NO 10 | | | 0226 709-51821 LUMP | 2195.00000 2195.00| 6000.00000 6000.00| 2195.00000 2195.00 SURFACE SEAL , STRUCTURE NO 11 | | | 0227 709-51821 LUMP | 4374.00000 4374.00| 6000.00000 6000.00| 4374.00000 4374.00 SURFACE SEAL , STRUCTURE NO 12 | | | 0228 709-51821 LUMP | 2723.00000 2723.00| 6000.00000 6000.00| 2723.00000 2723.00 SURFACE SEAL , STRUCTURE NO 13 | | | 0229 709-51821 LUMP | 1694.00000 1694.00| 5000.00000 5000.00| 1694.00000 1694.00 SURFACE SEAL , STRUCTURE NO 14 | | | 0230 709-51821 LUMP | 1694.00000 1694.00| 5000.00000 5000.00| 1694.00000 1694.00 SURFACE SEAL , STRUCTURE NO 15 | | | 0231 709-51821 LUMP | 4806.00000 4806.00| 5000.00000 5000.00| 4806.00000 4806.00 SURFACE SEAL , STRUCTURE NO 16 | | | 0232 709-51821 LUMP | 4806.00000 4806.00| 10000.00000 10000.00| 4806.00000 4806.00 SURFACE SEAL , STRUCTURE NO 17 | | | 0233 709-51821 LUMP | 4737.00000 4737.00| 10000.00000 10000.00| 4737.00000 4737.00 SURFACE SEAL , STRUCTURE NO 18 | | | 0234 709-51821 LUMP | 6417.00000 6417.00| 10000.00000 10000.00| 6417.00000 6417.00 SURFACE SEAL , STRUCTURE NO 19 | | | 0235 709-51821 LUMP | 5530.00000 5530.00| 10000.00000 10000.00| 5530.00000 5530.00 SURFACE SEAL , STRUCTURE NO 2 | | | 0236 709-51821 LUMP | 6417.00000 6417.00| 10000.00000 10000.00| 6417.00000 6417.00 SURFACE SEAL , STRUCTURE NO 20 | | | 0237 709-51821 LUMP | 2260.00000 2260.00| 7000.00000 7000.00| 2260.00000 2260.00 SURFACE SEAL , STRUCTURE NO 22 | | | 0238 709-51821 LUMP | 1520.00000 1520.00| 6000.00000 6000.00| 1520.00000 1520.00 SURFACE SEAL , STRUCTURE NO 24 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -13 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0239 709-51821 LUMP | 1903.00000 1903.00| 7000.00000 7000.00| 1903.00000 1903.00 SURFACE SEAL , STRUCTURE NO 25 | | | 0240 709-51821 LUMP | 1868.00000 1868.00| 7000.00000 7000.00| 1868.00000 1868.00 SURFACE SEAL , STRUCTURE NO 26 | | | 0241 709-51821 LUMP | 2905.00000 2905.00| 7000.00000 7000.00| 2905.00000 2905.00 SURFACE SEAL , STRUCTURE NO 3 | | | 0242 709-51821 LUMP | 2531.00000 2531.00| 7000.00000 7000.00| 2531.00000 2531.00 SURFACE SEAL , STRUCTURE NO 4 | | | 0243 709-51821 LUMP | 2531.00000 2531.00| 7000.00000 7000.00| 2531.00000 2531.00 SURFACE SEAL , STRUCTURE NO 5 | | | 0244 709-51821 LUMP | 4794.00000 4794.00| 10000.00000 10000.00| 4794.00000 4794.00 SURFACE SEAL , STRUCTURE NO 6 | | | 0245 709-51821 LUMP | 4794.00000 4794.00| 10000.00000 10000.00| 4794.00000 4794.00 SURFACE SEAL , STRUCTURE NO 7 | | | 0246 709-51821 LUMP | 2894.00000 2894.00| 8000.00000 8000.00| 2894.00000 2894.00 SURFACE SEAL , STRUCTURE NO 8 | | | 0247 709-51821 LUMP | 2894.00000 2894.00| 8000.00000 8000.00| 2894.00000 2894.00 SURFACE SEAL , STRUCTURE NO 9 | | | 0248 711-51038 LUMP | 1100000.00000 1100000.00| 1500000.00000 1500000.00| 920000.00000 920000.00 STRUCTURAL STEEL , STRUCTURE NO 12 | | | 0249 714-04661 120.000 LFT | 560.21000 67225.20| 600.00000 72000.00| 1000.00000 120000.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 11FT X 6FT | | | 0250 714-04875 206.000 LFT | 550.05000 113310.30| 545.00000 112270.00| 1000.00000 206000.00 STRUCTURE, PRECAST, REINFORCED CONCRETE | | | BOX SECTIONS , 9' x 9' | | | 0251 714-05760 200.000 LFT | 613.67000 122734.00| 575.00000 115000.00| 1000.00000 200000.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 5FT | | | 0252 714-06278 318.000 LFT | 383.95000 122096.10| 412.00000 131016.00| 750.00000 238500.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 4FT | | | 0253 714-07537 211.000 LFT | 924.45000 195058.95| 825.00000 174075.00| 1800.00000 379800.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 18FT X 7FT | | | 0254 714-08514 3001.000 SFT | 108.41000 325338.41| 150.00000 450150.00| 150.00000 450150.00 WINGWALL | | | 0255 714-09726 692.000 SFT | 45.22000 31292.24| 150.00000 103800.00| 49.00000 33908.00 HEADWALL | | | 0256 714-09995 278.000 LFT | 351.71000 97775.38| 385.00000 107030.00| 550.00000 152900.00 STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 7 FT. X 8 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -14 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0257 714-26707 213.000 LFT | 317.80000 67691.40| 305.00000 64965.00| 500.00000 106500.00 STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 6 FT. X 6 FT. | | | 0258 714-26708 797.000 LFT | 284.18000 226491.46| 312.00000 248664.00| 450.00000 358650.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 4FT | | | 0259 714-26709 340.000 LFT | 295.97000 100629.80| 395.00000 134300.00| 550.00000 187000.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 5FT | | | 0260 714-26714 344.000 LFT | 354.80000 122051.20| 405.00000 139320.00| 550.00000 189200.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 8FT | | | 0261 714-93638 224.000 LFT | 198.40000 44441.60| 265.00000 59360.00| 400.00000 89600.00 STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | | X 4FT | | | 0262 714-93641 169.000 LFT | 201.07000 33980.83| 232.00000 39208.00| 400.00000 67600.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 4FT X 3FT | | | 0263 714-93978 59.000 LFT | 200.40000 11823.60| 290.00000 17110.00| 450.00000 26550.00 STRUCTURE, PRECAST, RC, BOX SECTION 4FT | | | X 2FT | | | 0264 714-99194 289.000 LFT | 625.43000 180749.27| 665.00000 192185.00| 850.00000 245650.00 STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 12 FT. X 7 FT. | | | 0265 714-99348 495.000 LFT | 198.89000 98450.55| 240.00000 118800.00| 400.00000 198000.00 STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | | X 3FT | | | 0266 715-02246 4.000 EACH | 1389.81000 5559.24| 1400.00000 5600.00| 6100.00000 24400.00 PIPE END SECTION, 48 IN | | | 0267 715-05019 2890.000 LFT | 45.77000 132275.30| 56.00000 161840.00| 62.00000 179180.00 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0268 715-05048 232123.000 LFT | 2.14000 496743.22| 2.10000 487458.30| 2.20000 510670.60 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0269 715-05053 24966.000 LFT | 10.00000 249660.00| 7.75000 193486.50| 10.50000 262143.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0270 715-05119 96.000 LFT | 31.61000 3034.56| 26.00000 2496.00| 38.00000 3648.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0271 715-05121 63.000 LFT | 30.86000 1944.18| 27.00000 1701.00| 40.00000 2520.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0272 715-05123 389.000 LFT | 30.02000 11677.78| 36.00000 14004.00| 48.00000 18672.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0273 715-05125 88.000 LFT | 48.40000 4259.20| 44.00000 3872.00| 56.00000 4928.00 PIPE, TYPE 1, CIRCULAR, 30 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -15 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0274 715-05128 766.000 LFT | 66.65000 51053.90| 80.00000 61280.00| 86.00000 65876.00 PIPE, TYPE 1, CIRCULAR, 48 IN | | | 0275 715-05129 618.000 LFT | 90.33000 55823.94| 90.00000 55620.00| 108.00000 66744.00 PIPE, TYPE 1, CIRCULAR, 54 IN | | | 0276 715-05133 284.000 LFT | 109.52000 31103.68| 110.00000 31240.00| 128.00000 36352.00 PIPE, TYPE 1, CIRCULAR, 60 IN | | | 0277 715-05136 181.000 LFT | 153.35000 27756.35| 140.00000 25340.00| 172.00000 31132.00 PIPE, TYPE 1, CIRCULAR, 72 IN | | | 0278 715-05149 4618.000 LFT | 19.07000 88065.26| 24.00000 110832.00| 32.00000 147776.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0279 715-05151 3781.000 LFT | 20.43000 77245.83| 27.50000 103977.50| 35.00000 132335.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0280 715-05152 3171.000 LFT | 25.66000 81367.86| 27.00000 85617.00| 38.00000 120498.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0281 715-05154 154.000 LFT | 30.02000 4623.08| 37.00000 5698.00| 41.00000 6314.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0282 715-05169 366.000 LFT | 27.88000 10204.08| 28.00000 10248.00| 52.00000 19032.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0283 715-05171 154.000 LFT | 33.17000 5108.18| 29.00000 4466.00| 54.00000 8316.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0284 715-05173 226.000 LFT | 35.58000 8041.08| 39.00000 8814.00| 79.00000 17854.00 PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0285 715-05175 140.000 LFT | 42.52000 5952.80| 45.00000 6300.00| 105.00000 14700.00 PIPE, TYPE 3, CIRCULAR, 30 IN | | | 0286 715-05407 1177.600 LFT | 4.10000 4828.16| 23.00000 27084.80| 15.00000 17664.00 PIPE, END BENT DRAIN, 6 IN | | | 0287 715-46000 42.000 EACH | 261.01000 10962.42| 345.00000 14490.00| 500.00000 21000.00 PIPE END SECTION, 12 IN | | | 0288 715-46005 53.000 EACH | 271.11000 14368.83| 375.00000 19875.00| 520.00000 27560.00 PIPE END SECTION, 15 IN | | | 0289 715-46010 18.000 EACH | 306.53000 5517.54| 450.00000 8100.00| 540.00000 9720.00 PIPE END SECTION, 18 IN | | | 0290 715-46020 7.000 EACH | 441.07000 3087.49| 580.00000 4060.00| 725.00000 5075.00 PIPE END SECTION, 24 IN | | | 0291 715-46030 4.000 EACH | 724.07000 2896.28| 760.00000 3040.00| 950.00000 3800.00 PIPE END SECTION, 30 IN | | | 0292 715-46040 20.000 EACH | 688.85000 13777.00| 1040.00000 20800.00| 1400.00000 28000.00 PIPE END SECTION, 36 IN | | | 0293 715-96881 2.000 EACH | 2118.80000 4237.60| 1400.00000 2800.00| 10000.00000 20000.00 PIPE END SECTION, 54 IN | | | 0294 718-06528 117.000 EACH | 450.00000 52650.00| 525.00000 61425.00| 500.00000 58500.00 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -16 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0295 718-06529 278.000 EACH | 430.00000 119540.00| 504.00000 140112.00| 475.00000 132050.00 OUTLET PROTECTOR, 2 | | | 0296 718-06532 10000.000 LFT | 0.50000 5000.00| 0.90000 9000.00| 0.60000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0297 718-34000 1534.000 LFT | 20.00000 30680.00| 10.35000 15876.90| 10.50000 16107.00 PIPE, UNDERDRAIN, PERFORATED, 0.052 IN. | | | 6 IN. | | | 0298 718-52610 23363.000 CYS | 29.50000 689208.50| 35.50000 829386.50| 31.25000 730093.75 AGGREGATE FOR UNDERDRAINS | | | 0299 718-99153 172605.000 SYS | 0.75000 129453.75| 0.51000 88028.55| 0.95000 163974.75 GEOTEXTILES FOR UNDERDRAIN | | | 0300 720-45041 8.000 EACH | 4016.03000 32128.24| 2900.00000 23200.00| 4500.00000 36000.00 INLET, H5 | | | 0301 720-45065 25.000 EACH | 4687.73000 117193.25| 2700.00000 67500.00| 2500.00000 62500.00 INLET, N12 | | | 0302 720-45066 70.000 EACH | 4365.99000 305619.30| 3200.00000 224000.00| 2500.00000 175000.00 INLET, N12, MODIFIED | | | 0303 720-90349 4.000 EACH | 4137.63000 16550.52| 2475.00000 9900.00| 3300.00000 13200.00 MANHOLE, C8 | | | 0304 722-95883 LUMP | 25000.00000 25000.00| 70000.00000 70000.00| 20000.00000 20000.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 1 | | | 0305 722-95883 LUMP | 35000.00000 35000.00| 100000.00000 100000.00| 30000.00000 30000.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 12 | | | 0306 722-95883 LUMP | 25000.00000 25000.00| 70000.00000 70000.00| 20000.00000 20000.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 2 | | | 0307 722-95883 LUMP | 20000.00000 20000.00| 45000.00000 45000.00| 10000.00000 10000.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 6 | | | 0308 722-95883 LUMP | 20000.00000 20000.00| 45000.00000 45000.00| 10000.00000 10000.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 7 | | | 0309 723-06660 198.000 SFT | 108.11000 21405.78| 150.00000 29700.00| 75.00000 14850.00 WINGWALL | | | 0310 723-06927 166.000 LFT | 1000.00000 166000.00| 925.00000 153550.00| 1000.00000 166000.00 STRUCTURE, PRECAST THREE-SIDED, , 228" | | | X 48" | | | 0311 731-08252 94.000 LFT | 40.30000 3788.20| 22.00000 2068.00| 30.00000 2820.00 LEVELING PAD | | | 0312 731-93945 73035.000 SFT | 16.00000 1168560.00| 10.50000 766867.50| 24.15000 1763795.25 FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -17 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0313 731-93946 73035.000 SFT | 6.00000 438210.00| 5.90000 430906.50| 10.00000 730350.00 WALL ERECTION | | | 0314 731-93947 3371.000 LFT | 19.92000 67150.32| 22.00000 74162.00| 30.00000 101130.00 LEVELING PAD, CONCRETE | | | 0315 801-03290 2.000 EACH | 395.00000 790.00| 406.00000 812.00| 395.00000 790.00 CONSTRUCTION SIGN, C | | | 0316 801-04308 4.000 EACH | 850.00000 3400.00| 875.00000 3500.00| 850.00000 3400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0317 801-06203 45700.000 LFT | 0.25000 11425.00| 0.25000 11425.00| 0.25000 11425.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0318 801-06625 42.000 EACH | 65.00000 2730.00| 67.00000 2814.00| 65.00000 2730.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0319 801-06640 39.000 EACH | 395.00000 15405.00| 406.00000 15834.00| 395.00000 15405.00 CONSTRUCTION SIGN, A | | | 0320 801-06645 10.000 EACH | 225.00000 2250.00| 232.00000 2320.00| 225.00000 2250.00 CONSTRUCTION SIGN, B | | | 0321 801-06775 LUMP | 1408794.32000 1408794.32| 390000.00000 390000.00| 125000.00000 125000.00 MAINTAINING TRAFFIC | | | 0322 801-07118 408.000 LFT | 19.95000 8139.60| 20.55000 8384.40| 19.95000 8139.60 BARRICADE, III-A | | | 0323 801-07119 984.000 LFT | 29.50000 29028.00| 30.40000 29913.60| 29.50000 29028.00 BARRICADE, III-B | | | 0324 801-07606 500.000 LFT | 26.34000 13170.00| 24.00000 12000.00| 55.00000 27500.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0325 801-52817 1.000 EACH | 50000.00000 50000.00| 30000.00000 30000.00| 25000.00000 25000.00 TEMPORARY CROSSOVER, B | | | 0326 802-04893 38.000 EACH | 185.00000 7030.00| 190.50000 7239.00| 185.00000 7030.00 REFERENCE POST | | | 0327 802-05701 1233.000 LFT | 16.00000 19728.00| 16.50000 20344.50| 16.00000 19728.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0328 802-05702 74.000 LFT | 14.50000 1073.00| 15.00000 1110.00| 14.50000 1073.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0329 802-07057 2882.500 SFT | 16.00000 46120.00| 16.50000 47561.25| 16.00000 46120.00 SIGN, PANEL, WITH LEGEND | | | 0330 802-07138 6.000 EACH | 320.00000 1920.00| 330.00000 1980.00| 320.00000 1920.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0331 802-07151 10.000 EACH | 320.00000 3200.00| 330.00000 3300.00| 320.00000 3200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -18 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0332 802-07153 6.000 EACH | 365.00000 2190.00| 375.00000 2250.00| 365.00000 2190.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0333 802-07154 8.000 EACH | 390.00000 3120.00| 402.00000 3216.00| 390.00000 3120.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0334 802-08456 2.000 EACH | 320.00000 640.00| 331.00000 662.00| 320.00000 640.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0335 802-09577 1.000 EACH | 29300.00000 29300.00| 30180.00000 30180.00| 29300.00000 29300.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | TYPE E | | | 0336 802-09581 1.000 EACH | 8260.00000 8260.00| 8505.00000 8505.00| 8260.00000 8260.00 CANTILEVER SIGN SUPPORT FOUNDATION, | | | DRILLED SHAFT, 36 IN. | | | 0337 802-09838 511.130 SFT | 16.50000 8433.65| 17.00000 8689.21| 16.50000 8433.65 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0338 802-09840 271.000 SFT | 16.50000 4471.50| 17.00000 4607.00| 16.50000 4471.50 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0339 802-76095 10366.000 LBS | 2.50000 25915.00| 2.55000 26433.30| 2.50000 25915.00 STRUCTURAL STEEL, BREAKAWAY | | | 0340 802-76160 2.000 EACH | 6160.00000 12320.00| 6345.00000 12690.00| 5000.00000 10000.00 BRIDGE BRACKET ASSEMBLY | | | 0341 802-76160 1.000 EACH | 6160.00000 6160.00| 6344.00000 6344.00| 5000.00000 5000.00 BRIDGE BRACKET ASSEMBLY , STRUCTURE NO | | | 19 | | | 0342 802-76160 1.000 EACH | 6160.00000 6160.00| 6344.00000 6344.00| 5000.00000 5000.00 BRIDGE BRACKET ASSEMBLY , STRUCTURE NO | | | 20 | | | 0343 804-06725 234.000 EACH | 24.00000 5616.00| 24.75000 5791.50| 24.00000 5616.00 DELINEATOR WITH POST, D1 | | | 0344 804-06740 60.000 EACH | 25.00000 1500.00| 25.75000 1545.00| 25.00000 1500.00 DELINEATOR WITH POST, D2 | | | 0345 804-06770 627.000 EACH | 22.00000 13794.00| 23.70000 14859.90| 22.00000 13794.00 DELINEATOR POST | | | 0346 805-01842 8.000 EACH | 1000.00000 8000.00| 1030.00000 8240.00| 1000.00000 8000.00 HANDHOLE, SIGNAL | | | 0347 805-01844 1360.000 LFT | 13.00000 17680.00| 13.30000 18088.00| 13.00000 17680.00 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -19 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0348 808-01329 2.000 EACH | 120.00000 240.00| 123.60000 247.20| 120.00000 240.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WRONG WAY RAMP ARROW | | | 0349 808-06713 28997.000 LFT | 0.20000 5799.40| 0.20000 5799.40| 0.20000 5799.40 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0350 808-06714 29053.000 LFT | 0.20000 5810.60| 0.20000 5810.60| 0.20000 5810.60 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0351 808-06716 29500.000 LFT | 0.35000 10325.00| 0.35000 10325.00| 0.35000 10325.00 LINE, REMOVE | | | 0352 808-09381 LUMP | 1495.00000 1495.00| 1540.00000 1540.00| 1495.00000 1495.00 RETRO-REFLECTIVITY TESTING | | | 0353 808-10031 3218.000 LFT | 0.45000 1448.10| 0.47000 1512.46| 0.45000 1448.10 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0354 808-10033 128917.000 LFT | 0.45000 58012.65| 0.47000 60590.99| 0.45000 58012.65 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0355 808-10034 112733.000 LFT | 0.45000 50729.85| 0.48000 54111.84| 0.45000 50729.85 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0356 808-10038 3495.000 LFT | 9.95000 34775.25| 10.25000 35823.75| 9.95000 34775.25 TRANSVERSE MKGS MULTI-COMP SOLID WHITE, | | | CROSSHATCH LINE 24" | | | 0357 808-10047 234.000 LFT | 4.97000 1162.98| 5.15000 1205.10| 4.97000 1162.98 TRANSVERSE MKGS MULTI-COMP, SOLID, | | | WHITE, CROSSHATCH LINE, 12" | | | 0358 808-10051 174.000 LFT | 9.95000 1731.30| 10.25000 1783.50| 9.95000 1731.30 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0359 808-10052 5.000 EACH | 195.00000 975.00| 200.00000 1000.00| 195.00000 975.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0360 808-10054 25268.000 LFT | 0.56000 14150.08| 0.56000 14150.08| 0.56000 14150.08 LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | | 0361 808-10058 9097.000 LFT | 0.90000 8187.30| 0.95000 8642.15| 0.90000 8187.30 LINE, MULTI-COMP, SOLID, YELLOW, 8 IN | | | 0362 808-10077 5.000 EACH | 145.00000 725.00| 150.00000 750.00| 145.00000 725.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0363 808-75297 261.000 LFT | 4.95000 1291.95| 5.10000 1331.10| 4.95000 1291.95 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0364 808-75998 1624.000 EACH | 18.95000 30774.80| 19.50000 31668.00| 18.95000 30774.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0372 707-08643 1525.000 LFT | 250.00000 381250.00| 200.00000 305000.00| 200.00000 305000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -20 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0373 701-09557 2684.900 LFT | 40.00000 107396.00| 32.00000 85916.80| 47.00000 126190.30 TEST PILE, DYNAMIC, PRODUCTION , HP, 12 | | | X 74 | | | 0374 701-09557 1986.000 LFT | 45.00000 89370.00| 38.00000 75468.00| 55.00000 109230.00 TEST PILE, DYNAMIC, PRODUCTION , HP, 14 | | | X 89 | | | 0375 707-08643 1525.000 LFT | 250.00000 381250.00| 200.00000 305000.00| 210.00000 320250.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | 0376 707-09598 740.000 LFT | 340.00000 251600.00| 220.00000 162800.00| 210.00000 155400.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0377 707-09598 740.000 LFT | 340.00000 251600.00| 220.00000 162800.00| 250.00000 185000.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0378 202-03000 LUMP | 5000.00000 5000.00| 8500.00000 8500.00| 8328.00000 8328.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 694 | | | 0379 714-04875 396.000 LFT | 731.57000 289701.72| 900.00000 356400.00| 1200.00000 475200.00 STRUCTURE, PRECAST, REINFORCED CONCRETE | | | BOX SECTIONS , 18' X 4' | | | 0380 714-09756 207.000 LFT | 830.92000 172000.44| 1050.00000 217350.00| 1500.00000 310500.00 STRUCTURE PRECAST REINFORCED CONCRETE | | | BOX SECTIONS 18 FT X 8 FT | | | 0381 707-06404 659.290 LFT | 300.00000 197787.00| 300.00000 197787.00| 275.00000 181304.75 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 60" X 49" | | | 0382 702-04325 LUMP | 75000.00000 75000.00| 85000.00000 85000.00| 31960.00000 31960.00 TEMPORARY SHORING , STR N0 23 | | | 0383 702-04325 LUMP | 100000.00000 100000.00| 85000.00000 85000.00| 60390.00000 60390.00 TEMPORARY SHORING , STR NO 24 | | | 0384 702-04325 LUMP | 100000.00000 100000.00| 85000.00000 85000.00| 42765.00000 42765.00 TEMPORARY SHORING , STR NO 25 | | | SECTION TOTALS | $ 75,215,629.02| $ 77,432,973.21| $ 79,928,401.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS | | | 0365 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0366 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -21 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1917625 |( 3 ) 99-9992098 |WALSH CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP |F H PASCHEN/T J LAMBRECHT J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0367 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0368 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0369 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0370 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0371 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 7.00| $ 7.00| $ 7.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 98,807,253.06| $ 101,621,967.78| $ 103,232,706.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -22 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 NEW ROAD CONSTRUCTION PCCP | | | 0024 207-08263 512298.000 SYS | 4.25000 2177266.50| 4.00000 2049192.00| 3.69000 1890379.62 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08265 43153.000 SYS | 2.95000 127301.35| 3.00000 129459.00| 3.25000 140247.25 SUBGRADE TREATMENT, TYPE IIA | | | 0026 207-08267 87312.000 SYS | 7.70000 672302.40| 8.50000 742152.00| 6.50000 567528.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 301-07448 78331.000 TON | 18.00000 1409958.00| 20.00000 1566620.00| 20.65000 1617535.15 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-06464 91809.000 CYS | 40.00000 3672360.00| 35.00000 3213315.00| 43.80000 4021234.20 SUBBASE FOR PCCP | | | 0029 303-01180 90533.000 TON | 25.00000 2263325.00| 20.00000 1810660.00| 18.70000 1692967.10 COMPACTED AGGREGATE, NO. 53 | | | 0030 303-02125 56.000 CYS | 70.00000 3920.00| 50.00000 2800.00| 50.40000 2822.40 AGGREGATE, 23 | | | 0031 306-08043 1648.000 SYS | 5.00000 8240.00| 14.00000 23072.00| 5.00000 8240.00 MILLING, TRANSITION | | | 0032 401-06264 LUMP | 10000.00000 10000.00| 8000.00000 8000.00| 8800.00000 8800.00 PROFILOGRAPH, HMA | | | 0033 401-07320 13159.000 TON | 60.00000 789540.00| 70.00000 921130.00| 77.00000 1013243.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0034 401-07335 2512.000 TON | 75.00000 188400.00| 84.00000 211008.00| 92.40000 232108.80 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0035 401-07389 24964.000 TON | 56.00000 1397984.00| 60.00000 1497840.00| 66.00000 1647624.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0036 401-07404 4215.000 TON | 59.00000 248685.00| 66.00000 278190.00| 72.60000 306009.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0037 401-07406 32292.000 TON | 55.00000 1776060.00| 62.00000 2002104.00| 68.20000 2202314.40 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0038 401-07429 3903.000 TON | 61.00000 238083.00| 52.00000 202956.00| 57.20000 223251.60 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0039 401-08364 8933.000 TON | 56.00000 500248.00| 59.00000 527047.00| 64.90000 579751.70 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0040 406-05520 152.000 TON | 500.00000 76000.00| 500.00000 76000.00| 550.00000 83600.00 ASPHALT FOR TACK COAT | | | 0041 501-06266 LUMP | 12000.00000 12000.00| 15000.00000 15000.00| 23500.00000 23500.00 PROFILOGRAPH, PCCP | | | 0042 501-06321 33940.000 SYS | 32.00000 1086080.00| 29.00000 984260.00| 30.50000 1035170.00 QC/QA-PCCP, 10 IN | | | 0043 501-06322 267182.000 SYS | 27.00000 7213914.00| 27.75000 7414300.50| 32.49000 8680743.18 QC/QA-PCCP, 11 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -23 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 501-06727 LUMP | 30000.00000 30000.00| 20000.00000 20000.00| 15700.00000 15700.00 CORING, PCCP | | | 0045 501-09749 23375.000 SYS | 30.00000 701250.00| 28.75000 672031.25| 30.20000 705925.00 QC/QA PCCP, 9.5" | | | 0046 503-05240 180671.000 LFT | 8.00000 1445368.00| 10.00000 1806710.00| 8.40000 1517636.40 D-1 CONTRACTION JOINT | | | 0047 503-05310 1069.000 LFT | 175.00000 187075.00| 140.00000 149660.00| 121.00000 129349.00 TERMINAL JOINT | | | 0048 606-07484 150252.000 LFT | 0.19000 28547.88| 0.10000 15025.20| 0.13000 19532.76 MILLED HMA SHOULDER CORRUGATIONS | | | 0049 606-07485 74859.000 LFT | 0.45000 33686.55| 0.30000 22457.70| 0.33000 24703.47 MILLED PCCP SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 26,297,594.68| $ 26,360,989.65| $ 28,389,916.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 NEW BRIDGE CONSTRUCTION 0902157 | | | 0050 105-06845 LUMP | 750000.00000 750000.00| 725000.00000 725000.00| 782500.00000 782500.00 CONSTRUCTION ENGINEERING | | | 0051 105-06899 4.000 EACH | 320.00000 1280.00| 90.00000 360.00| 150.00000 600.00 RADIO | | | 0052 105-08520 4.000 EACH | 320.00000 1280.00| 90.00000 360.00| 400.00000 1600.00 CELLULAR TELEPHONE/RADIO | | | 0053 105-08521 136.000 MOS | 110.00000 14960.00| 70.00000 9520.00| 100.00000 13600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0054 105-08523 136.000 MOS | 110.00000 14960.00| 100.00000 13600.00| 85.00000 11560.00 RADIO ONLY SERVICE | | | 0055 105-09645 LUMP | 50000.00000 50000.00| 222000.00000 222000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0056 110-01001 LUMP | 5250000.00000 5250000.00| 5200000.00000 5200000.00| 5942000.00000 5942000.00 MOBILIZATION AND DEMOBILIZATION | | | 0057 201-52370 LUMP | 1100000.00000 1100000.00| 1000000.00000 1000000.00| 1100000.00000 1100000.00 CLEARING RIGHT OF WAY | | | 0058 202-01405 6204.000 CYS | 54.00000 335016.00| 40.00000 248160.00| 10.00000 62040.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0059 202-02240 6738.400 SYS | 6.50000 43799.60| 8.00000 53907.20| 5.00000 33692.00 PAVEMENT REMOVAL | | | 0060 202-03000 LUMP | 6800.00000 6800.00| 7000.00000 7000.00| 8690.00000 8690.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 652 | | | 0061 202-03000 LUMP | 5800.00000 5800.00| 6500.00000 6500.00| 9240.00000 9240.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 653 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -24 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 202-03000 LUMP | 11200.00000 11200.00| 12000.00000 12000.00| 14564.00000 14564.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 654 | | | 0063 202-03000 LUMP | 13800.00000 13800.00| 15000.00000 15000.00| 28435.00000 28435.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 655 | | | 0064 202-03000 LUMP | 2200.00000 2200.00| 2400.00000 2400.00| 22000.00000 22000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 656 | | | 0065 202-03000 LUMP | 4500.00000 4500.00| 5000.00000 5000.00| 9570.00000 9570.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 658 | | | 0066 202-03000 LUMP | 4500.00000 4500.00| 5000.00000 5000.00| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 659 | | | 0067 202-03000 LUMP | 4500.00000 4500.00| 5000.00000 5000.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 665 | | | 0068 202-03000 LUMP | 1800.00000 1800.00| 2000.00000 2000.00| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 666 | | | 0069 202-03000 LUMP | 1500.00000 1500.00| 1600.00000 1600.00| 4400.00000 4400.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 672 | | | 0070 202-03000 LUMP | 3850.00000 3850.00| 4400.00000 4400.00| 4400.00000 4400.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 674 | | | 0071 202-03000 LUMP | 3500.00000 3500.00| 4000.00000 4000.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 680 | | | 0072 202-03000 LUMP | 1250.00000 1250.00| 1500.00000 1500.00| 6050.00000 6050.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 682 | | | 0073 202-03000 LUMP | 6500.00000 6500.00| 8000.00000 8000.00| 14355.00000 14355.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 687 | | | 0074 202-03000 LUMP | 5800.00000 5800.00| 6500.00000 6500.00| 9295.00000 9295.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 689 | | | 0075 202-03000 LUMP | 6600.00000 6600.00| 7500.00000 7500.00| 10230.00000 10230.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 693 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -25 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 202-03000 LUMP | 4600.00000 4600.00| 5200.00000 5200.00| 9900.00000 9900.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 717A | | | 0077 202-03000 LUMP | 6000.00000 6000.00| 6800.00000 6800.00| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 718 | | | 0078 202-03000 LUMP | 11500.00000 11500.00| 13000.00000 13000.00| 15180.00000 15180.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 729 | | | 0079 202-03000 LUMP | 5200.00000 5200.00| 6000.00000 6000.00| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 736 | | | 0080 202-03000 LUMP | 5800.00000 5800.00| 6500.00000 6500.00| 12100.00000 12100.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 739B | | | 0081 202-03000 LUMP | 6000.00000 6000.00| 7000.00000 7000.00| 8855.00000 8855.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 740A | | | 0082 202-03000 LUMP | 3500.00000 3500.00| 4000.00000 4000.00| 9570.00000 9570.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 742 | | | 0083 202-03000 LUMP | 12200.00000 12200.00| 13000.00000 13000.00| 24530.00000 24530.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 744 | | | 0084 202-03000 LUMP | 4600.00000 4600.00| 5000.00000 5000.00| 9460.00000 9460.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 745 | | | 0085 202-03000 LUMP | 5800.00000 5800.00| 6500.00000 6500.00| 10780.00000 10780.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 749 | | | 0086 202-03000 LUMP | 6000.00000 6000.00| 6700.00000 6700.00| 11330.00000 11330.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 751 | | | 0087 202-04089 7.000 EACH | 96.50000 675.50| 96.50000 675.50| 85.40000 597.80 SIGN, SHEET, REMOVE | | | 0088 202-09957 5.000 EACH | 2500.00000 12500.00| 15000.00000 75000.00| 3500.00000 17500.00 PLUG AND ABANDON OIL OR GAS WELL | | | 0089 202-51330 LUMP | 6000.00000 6000.00| 25000.00000 25000.00| 21780.00000 21780.00 PRESENT STRUCTURE, REMOVE | | | 0090 202-74035 1.000 EACH | 96.50000 96.50| 96.50000 96.50| 100.00000 100.00 SIGN, REMOVE | | | 0091 202-96133 173.000 LFT | 24.50000 4238.50| 16.00000 2768.00| 14.00000 2422.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -26 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 203-02020 2366644.000 CYS | 3.50000 8283254.00| 4.00000 9466576.00| 4.77000 11288891.88 EXCAVATION, UNCLASSIFIED | | | 0093 203-02070 2152719.000 CYS | 4.10000 8826147.90| 2.75000 5919977.25| 7.50000 16145392.50 BORROW | | | 0096 203-10106 LUMP | 25000.00000 25000.00| 45000.00000 45000.00| 30942.80000 30942.80 AGGREGATE COLUMN , STRUCTURE NO 01 | | | 0097 203-10106 LUMP | 25000.00000 25000.00| 45000.00000 45000.00| 30942.80000 30942.80 AGGREGATE COLUMN , STRUCTURE NO 02 | | | 0098 203-10106 LUMP | 65000.00000 65000.00| 65000.00000 65000.00| 74280.60000 74280.60 AGGREGATE COLUMN , STRUCTURE NO 06 | | | 0099 203-10106 LUMP | 65000.00000 65000.00| 65000.00000 65000.00| 74280.60000 74280.60 AGGREGATE COLUMN , STRUCTURE NO 07 | | | 0100 203-10106 LUMP | 220000.00000 220000.00| 230000.00000 230000.00| 232808.75000 232808.75 AGGREGATE COLUMN , STRUCTURE NO 08 | | | 0101 203-10106 LUMP | 220000.00000 220000.00| 230000.00000 230000.00| 232808.75000 232808.75 AGGREGATE COLUMN , STRUCTURE NO 09 | | | 0102 203-10106 LUMP | 76000.00000 76000.00| 135000.00000 135000.00| 86400.00000 86400.00 AGGREGATE COLUMN , STRUCTURE NO 10 | | | 0103 203-10106 LUMP | 76000.00000 76000.00| 75000.00000 75000.00| 86400.00000 86400.00 AGGREGATE COLUMN , STRUCTURE NO 11 | | | 0104 203-10106 LUMP | 65000.00000 65000.00| 64000.00000 64000.00| 71400.00000 71400.00 AGGREGATE COLUMN , STRUCTURE NO 12 | | | 0105 203-10106 LUMP | 225000.00000 225000.00| 200000.00000 200000.00| 246842.00000 246842.00 AGGREGATE COLUMN , STRUCTURE NO 16 | | | 0106 203-10106 LUMP | 225000.00000 225000.00| 240000.00000 240000.00| 246842.00000 246842.00 AGGREGATE COLUMN , STRUCTURE NO 17 | | | 0107 203-10106 LUMP | 180000.00000 180000.00| 278000.00000 278000.00| 190000.00000 190000.00 AGGREGATE COLUMN , STRUCTURE NO 18 | | | 0108 204-02290 15.000 EACH | 3200.00000 48000.00| 2200.00000 33000.00| 1500.00000 22500.00 SETTLEMENT PLATE | | | 0109 205-02770 44493.000 SYS | 0.81000 36039.33| 0.81000 36039.33| 0.90000 40043.70 EROSION CONTROL BLANKET | | | 0111 205-09543 200.000 TON | 55.00000 11000.00| 40.00000 8000.00| 45.00000 9000.00 NO 2 STONE | | | 0112 205-09942 7120.000 LFT | 17.00000 121040.00| 15.00000 106800.00| 15.00000 106800.00 CLAY CAPPED DITCH | | | 0113 205-09952 LUMP | 1500000.00000 1500000.00| 1390000.00000 1390000.00| 1518000.00000 1518000.00 DESIGN BUILD EROSION AND SEDIMENT | | | CONTROL | | | 0114 206-51220 11059.000 CYS | 35.00000 387065.00| 40.00000 442360.00| 51.50000 569538.50 EXCAVATION, WET | | | 0115 206-51225 38600.000 CYS | 12.00000 463200.00| 12.00000 463200.00| 10.00000 386000.00 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -27 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 206-51230 47851.000 CYS | 10.00000 478510.00| 8.00000 382808.00| 11.00000 526361.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0117 206-51235 LUMP | 95000.00000 95000.00| 175000.00000 175000.00| 165000.00000 165000.00 COFFERDAM , STRUCTURE NO 16 | | | 0118 206-51235 LUMP | 95000.00000 95000.00| 175000.00000 175000.00| 165000.00000 165000.00 COFFERDAM , STRUCTURE NO 17 | | | 0119 206-51235 LUMP | 135000.00000 135000.00| 250000.00000 250000.00| 220000.00000 220000.00 COFFERDAM , STRUCTURE NO 18 | | | 0120 206-51235 LUMP | 80000.00000 80000.00| 100000.00000 100000.00| 1100.00000 1100.00 COFFERDAM , STRUCTURE NO 19 | | | 0121 206-51235 LUMP | 80000.00000 80000.00| 100000.00000 100000.00| 1100.00000 1100.00 COFFERDAM , STRUCTURE NO 20 | | | 0122 211-02050 116361.000 CYS | 25.00000 2909025.00| 32.00000 3723552.00| 28.00000 3258108.00 B BORROW | | | 0123 211-06467 829.000 CYS | 40.00000 33160.00| 90.00000 74610.00| 60.50000 50154.50 AGGREGATE FOR END BENT BACKFILL | | | 0124 211-09264 30645.400 CYS | 27.00000 827425.80| 32.00000 980652.80| 31.90000 977588.26 STRUCTURAL BACKFILL, TYPE 1 | | | 0125 211-09265 50018.000 CYS | 40.00000 2000720.00| 42.00000 2100756.00| 38.00000 1900684.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0126 211-09266 82564.000 CYS | 18.00000 1486152.00| 32.00000 2642048.00| 29.10000 2402612.40 STRUCTURAL BACKFILL, TYPE 3 | | | 0127 214-07202 1950.000 SYS | 5.50000 10725.00| 5.00000 9750.00| 3.75000 7312.50 GEOGRID, TYPE I | | | 0128 214-07202 1293.000 SYS | 7.00000 9051.00| 5.00000 6465.00| 3.75000 4848.75 GEOGRID, TYPE I , FOR GEOTECH | | | 0129 215-07043 729559.000 SYS | 3.35000 2444022.65| 3.35000 2444022.65| 3.68000 2684777.12 CHEMICAL MODIFICATION, SOILS | | | 0130 302-07455 1059.000 CYS | 80.00000 84720.00| 90.00000 95310.00| 66.00000 69894.00 DENSE GRADED SUBBASE | | | 0131 303-01180 1722.000 TON | 32.00000 55104.00| 27.00000 46494.00| 22.00000 37884.00 COMPACTED AGGREGATE, NO. 53 , FOR | | | GEOTECH | | | 0132 303-07449 12077.000 TON | 25.00000 301925.00| 22.00000 265694.00| 17.95000 216782.15 COMPACTED AGGREGATE, NO. 73 | | | 0133 402-07432 5729.000 TON | 61.00000 349469.00| 74.00000 423946.00| 81.40000 466340.60 HMA SURFACE, TYPE A | | | 0134 402-07433 665.000 TON | 61.00000 40565.00| 77.00000 51205.00| 84.70000 56325.50 HMA SURFACE, TYPE B | | | 0135 402-07435 10738.000 TON | 56.00000 601328.00| 65.00000 697970.00| 71.50000 767767.00 HMA INTERMEDIATE, TYPE A | | | 0136 402-07438 1117.000 TON | 55.00000 61435.00| 70.00000 78190.00| 77.00000 86009.00 HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -28 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 402-07451 70.000 TON | 74.00000 5180.00| 88.00000 6160.00| 96.80000 6776.00 HMA WEDGE AND LEVEL, TYPE B | | | 0138 402-07453 2129.000 TON | 60.00000 127740.00| 64.00000 136256.00| 70.40000 149881.60 HMA FOR TEMPORARY PAVEMENT | | | 0139 601-01522 76.000 EACH | 2000.00000 152000.00| 2000.00000 152000.00| 2200.00000 167200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0140 601-02241 800.000 LFT | 3.00000 2400.00| 3.00000 2400.00| 3.30000 2640.00 GUARDRAIL, REMOVE | | | 0141 601-06233 6.000 EACH | 8000.00000 48000.00| 8000.00000 48000.00| 8800.00000 52800.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0142 601-06246 1.000 EACH | 18000.00000 18000.00| 18000.00000 18000.00| 19800.00000 19800.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0143 601-94689 56.000 EACH | 2510.00000 140560.00| 2510.00000 140560.00| 2761.00000 154616.00 GUARDRAIL END TREATMENT, OS | | | 0144 601-94690 15.000 EACH | 4100.00000 61500.00| 4100.00000 61500.00| 4510.00000 67650.00 GUARDRAIL END TREATMENT, MS | | | 0145 601-99105 13522.400 LFT | 17.70000 239346.48| 17.70000 239346.48| 19.50000 263686.80 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0146 601-99108 3700.000 LFT | 24.70000 91390.00| 24.70000 91390.00| 27.15000 100455.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0147 602-06729 336.000 EACH | 12.00000 4032.00| 12.00000 4032.00| 14.30000 4804.80 BARRIER DELINEATOR | | | 0148 602-08606 1111.000 LFT | 60.00000 66660.00| 55.00000 61105.00| 57.00000 63327.00 CONCRETE BARRIER, 33 IN, MODIFIED | | | 0149 603-06040 106753.000 LFT | 5.50000 587141.50| 5.50000 587141.50| 6.05000 645855.65 FENCE, FARM FIELD, 47 IN | | | 0150 603-96042 3.000 EACH | 1600.00000 4800.00| 1500.00000 4500.00| 1650.00000 4950.00 FENCE GATE, FARM FIELD, 47 IN X 24FT | | | 0151 605-05523 197.000 LFT | 20.00000 3940.00| 20.00000 3940.00| 22.00000 4334.00 CURB, HMA | | | 0152 609-06257 1019.000 SYS | 90.00000 91710.00| 75.00000 76425.00| 71.50000 72858.50 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0153 609-06259 5274.000 SYS | 100.00000 527400.00| 80.00000 421920.00| 71.50000 377091.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0154 610-08446 234.000 SYS | 52.00000 12168.00| 75.00000 17550.00| 48.20000 11278.80 PCCP FOR APPROACHES, 6 IN | | | 0155 615-06490 220.000 EACH | 128.00000 28160.00| 128.00000 28160.00| 140.80000 30976.00 RIGHT OF WAY MARKER | | | 0156 615-06505 22.000 EACH | 625.00000 13750.00| 625.00000 13750.00| 687.50000 15125.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -29 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 615-06510 93.000 EACH | 475.00000 44175.00| 475.00000 44175.00| 522.50000 48592.50 MONUMENT, C | | | 0158 615-06515 22.000 EACH | 125.00000 2750.00| 175.00000 3850.00| 137.50000 3025.00 MONUMENT, D | | | 0159 615-06527 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| 550.00000 2200.00 MONUMENT, SECTION CORNER | | | 0160 615-06530 17.000 EACH | 700.00000 11900.00| 700.00000 11900.00| 770.00000 13090.00 BENCH MARK POST | | | 0161 616-02320 72793.000 SYS | 3.50000 254775.50| 2.00000 145586.00| 1.86000 135394.98 GEOTEXTILES | | | 0162 616-05688 6772.000 TON | 28.00000 189616.00| 40.00000 270880.00| 29.75000 201467.00 RIPRAP, CLASS 1 | | | 0163 616-05689 69.000 TON | 40.00000 2760.00| 100.00000 6900.00| 19.90000 1373.10 RIPRAP, CLASS 2 | | | 0164 616-06405 52921.300 TON | 24.00000 1270111.20| 30.00000 1587639.00| 27.35000 1447397.56 RIPRAP, REVETMENT | | | 0165 616-07656 324.500 TON | 58.00000 18821.00| 100.00000 32450.00| 39.55000 12833.98 RIPRAP , 36-INCH | | | 0166 616-51367 143.000 SYS | 72.00000 10296.00| 160.00000 22880.00| 176.00000 25168.00 SLOPEWALL, CONCRETE, 4 IN | | | 0167 619-09437 1178.000 SFT | 6.00000 7068.00| 6.00000 7068.00| 6.60000 7774.80 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0168 621-01004 19.000 EACH | 975.00000 18525.00| 975.00000 18525.00| 1072.50000 20377.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0169 621-02363 3190.000 SYS | 0.40000 1276.00| 0.40000 1276.00| 0.44000 1403.60 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0170 621-02770 7418.000 SYS | 1.44000 10681.92| 1.44000 10681.92| 1.60000 11868.80 EROSION CONTROL BLANKET | | | 0171 621-04258 43.130 LBS | 44.80000 1932.22| 44.80000 1932.22| 49.30000 2126.31 SEED MIXTURE , SWALE | | | 0172 621-04258 153.140 LBS | 36.46000 5583.48| 36.46000 5583.48| 40.00000 6125.60 SEED MIXTURE , WILD RYE | | | 0173 621-06545 152.700 TON | 500.00000 76350.00| 500.00000 76350.00| 550.00000 83985.00 FERTILIZER | | | 0174 621-06553 51854.000 LBS | 2.99000 155043.46| 2.99000 155043.46| 3.30000 171118.20 SEED MIXTURE, R | | | 0175 621-06557 25512.550 LBS | 1.10000 28063.81| 1.10000 28063.81| 1.21000 30870.19 SEED MIXTURE, T | | | 0176 621-06559 3028.000 SYS | 0.52000 1574.56| 0.52000 1574.56| 0.57000 1725.96 MULCHED SEEDING, R | | | 0177 621-06565 628.170 TON | 364.00000 228653.88| 364.00000 228653.88| 400.00000 251268.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -30 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0178 621-06567 385.800 kGAL | 1.00000 385.80| 1.00000 385.80| 1.10000 424.38 WATER | | | 0179 621-06574 102528.000 SYS | 2.51000 257345.28| 2.66000 272724.48| 2.76000 282977.28 SODDING | | | 0180 622-52436 61.000 EACH | 37.00000 2257.00| 37.00000 2257.00| 38.50000 2348.50 SIGN, DO NOT MOW OR SPRAY | | | 0181 622-91786 865.000 EACH | 24.65000 21322.25| 24.65000 21322.25| 27.10000 23441.50 SEEDLING , 1-GALLON CONTAINER GROWN | | | 0182 622-91786 1731.000 EACH | 24.65000 42669.15| 24.65000 42669.15| 27.10000 46910.10 SEEDLING , 3-GALLON CONTAINER GROWN | | | 0183 622-91786 3086.000 EACH | 3.90000 12035.40| 3.90000 12035.40| 4.29000 13238.94 SEEDLING , LIVE STAKES | | | 0184 628-09403 34.000 MOS | 2700.00000 91800.00| 2800.00000 95200.00| 2950.00000 100300.00 FIELD OFFICE, C | | | 0185 628-09407 136.000 MOS | 180.00000 24480.00| 100.00000 13600.00| 102.50000 13940.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 4 EACH | | | 0186 701-02936 16612.000 LFT | 60.00000 996720.00| 56.00000 930272.00| 58.30000 968479.60 PILE, STEEL H, HP 14 IN X 89 | | | 0187 701-02938 206.000 LFT | 175.00000 36050.00| 160.00000 32960.00| 165.00000 33990.00 CORED HOLE IN ROCK, 24 IN | | | 0188 701-06011 64.000 EACH | 585.00000 37440.00| 700.00000 44800.00| 440.00000 28160.00 DYNAMIC PILE LOAD TEST | | | 0189 701-08253 267.000 EACH | 575.00000 153525.00| 530.00000 141510.00| 577.50000 154192.50 PILE SLEEVES | | | 0191 701-09559 64.000 EACH | 880.00000 56320.00| 850.00000 54400.00| 852.50000 54560.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0192 701-09683 310.000 EACH | 95.00000 29450.00| 130.00000 40300.00| 137.50000 42625.00 PILE SHOE, HP 12 X 74 | | | 0193 701-09684 319.000 EACH | 125.00000 39875.00| 145.00000 46255.00| 154.00000 49126.00 PILE SHOE, HP 14 X 89 | | | 0195 701-95780 18150.600 LFT | 51.00000 925680.60| 55.00000 998283.00| 50.60000 918420.36 PILE, STEEL H, HP 12 IN X 74 | | | 0196 702-01724 117.000 CYS | 450.00000 52650.00| 425.00000 49725.00| 360.00000 42120.00 CONCRETE, C, FOOTINGS | | | 0198 702-04325 LUMP | 180000.00000 180000.00| 100000.00000 100000.00| 16500.00000 16500.00 TEMPORARY SHORING , STRUCTURE NO 26 | | | 0199 702-51005 2830.000 CYS | 550.00000 1556500.00| 600.00000 1698000.00| 550.00000 1556500.00 CONCRETE, A, SUBSTRUCTURE | | | 0200 702-51015 2905.000 CYS | 250.00000 726250.00| 325.00000 944125.00| 330.00000 958650.00 CONCRETE, B, FOOTINGS | | | 0201 702-51110 3988.000 LBS | 3.50000 13958.00| 3.00000 11964.00| 3.00000 11964.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -31 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0202 702-90915 881.000 CYS | 540.00000 475740.00| 450.00000 396450.00| 385.00000 339185.00 CONCRETE, CLASS A | | | 0203 702-92857 1800.000 CYS | 575.00000 1035000.00| 550.00000 990000.00| 440.00000 792000.00 CONCRETE, C, SUBSTRUCTURE | | | 0204 703-06028 1140481.000 LBS | 1.10000 1254529.10| 0.90000 1026432.90| 0.96000 1094861.76 REINFORCING BARS | | | 0205 703-06029 3080880.000 LBS | 1.10000 3388968.00| 0.95000 2926836.00| 0.99000 3050071.20 REINFORCING BARS, EPOXY COATED | | | 0206 704-51002 8592.300 CYS | 550.00000 4725765.00| 600.00000 5155380.00| 522.50000 4489476.75 CONCRETE, C, SUPERSTRUCTURE | | | 0207 706-05732 40.000 EACH | 1500.00000 60000.00| 1250.00000 50000.00| 1375.00000 55000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0208 706-05734 64.000 EACH | 1900.00000 121600.00| 1475.00000 94400.00| 1622.50000 103840.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0209 706-08496 151.000 SYS | 110.00000 16610.00| 140.00000 21140.00| 88.00000 13288.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN | | | 0210 706-09545 67.000 CYS | 60.00000 4020.00| 70.00000 4690.00| 44.00000 2948.00 COARSE AGGREGATE, NO 8 | | | 0211 706-51020 1269.100 CYS | 220.00000 279202.00| 180.00000 228438.00| 198.00000 251281.80 CONCRETE, C, RAILING | | | 0212 707-05984 3698.000 LFT | 210.00000 776580.00| 225.00000 832050.00| 209.00000 772882.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | | 45" X 16" | | | 0214 707-07605 3373.600 LFT | 235.00000 792796.00| 260.00000 877136.00| 253.00000 853520.80 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54" X 48" | | | 0215 707-08476 3355.000 LFT | 265.00000 889075.00| 270.00000 905850.00| 286.00000 959530.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | 0216 707-08643 1950.000 LFT | 250.00000 487500.00| 300.00000 585000.00| 275.00000 536250.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | 0217 707-09316 2485.000 LFT | 280.00000 695800.00| 270.00000 670950.00| 286.00000 710710.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 78" X 48" | | | 0218 707-09332 491.800 LFT | 265.00000 130327.00| 310.00000 152458.00| 286.00000 140654.80 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66" X 48" | | | 0219 707-09384 1480.000 LFT | 285.00000 421800.00| 315.00000 466200.00| 330.00000 488400.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 61" | | | 0220 707-09634 417.000 LFT | 255.00000 106335.00| 370.00000 154290.00| 346.50000 144490.50 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 48 IN. X 49 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -32 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0221 707-09921 462.400 LFT | 265.00000 122536.00| 370.00000 171088.00| 363.00000 167851.20 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 54 IN. X 49 IN. | | | 0222 709-51821 LUMP | 2150.00000 2150.00| 2194.00000 2194.00| 2002.00000 2002.00 SURFACE SEAL , RAMP 1 | | | 0223 709-51821 LUMP | 1900.00000 1900.00| 1897.00000 1897.00| 1848.00000 1848.00 SURFACE SEAL , RAMP 3/D | | | 0224 709-51821 LUMP | 5350.00000 5350.00| 5530.00000 5530.00| 5890.50000 5890.50 SURFACE SEAL , STRUCTURE NO 1 | | | 0225 709-51821 LUMP | 2100.00000 2100.00| 2195.00000 2195.00| 2156.00000 2156.00 SURFACE SEAL , STRUCTURE NO 10 | | | 0226 709-51821 LUMP | 2100.00000 2100.00| 2195.00000 2195.00| 2156.00000 2156.00 SURFACE SEAL , STRUCTURE NO 11 | | | 0227 709-51821 LUMP | 4500.00000 4500.00| 4374.00000 4374.00| 4658.50000 4658.50 SURFACE SEAL , STRUCTURE NO 12 | | | 0228 709-51821 LUMP | 2900.00000 2900.00| 2723.00000 2723.00| 2733.50000 2733.50 SURFACE SEAL , STRUCTURE NO 13 | | | 0229 709-51821 LUMP | 1700.00000 1700.00| 1694.00000 1694.00| 1617.00000 1617.00 SURFACE SEAL , STRUCTURE NO 14 | | | 0230 709-51821 LUMP | 1700.00000 1700.00| 1694.00000 1694.00| 1617.00000 1617.00 SURFACE SEAL , STRUCTURE NO 15 | | | 0231 709-51821 LUMP | 4600.00000 4600.00| 4806.00000 4806.00| 4543.00000 4543.00 SURFACE SEAL , STRUCTURE NO 16 | | | 0232 709-51821 LUMP | 4600.00000 4600.00| 4806.00000 4806.00| 4543.00000 4543.00 SURFACE SEAL , STRUCTURE NO 17 | | | 0233 709-51821 LUMP | 4800.00000 4800.00| 4737.00000 4737.00| 4697.00000 4697.00 SURFACE SEAL , STRUCTURE NO 18 | | | 0234 709-51821 LUMP | 6200.00000 6200.00| 6417.00000 6417.00| 6506.50000 6506.50 SURFACE SEAL , STRUCTURE NO 19 | | | 0235 709-51821 LUMP | 5300.00000 5300.00| 5530.00000 5530.00| 5890.50000 5890.50 SURFACE SEAL , STRUCTURE NO 2 | | | 0236 709-51821 LUMP | 6200.00000 6200.00| 6417.00000 6417.00| 6506.50000 6506.50 SURFACE SEAL , STRUCTURE NO 20 | | | 0237 709-51821 LUMP | 2200.00000 2200.00| 2260.00000 2260.00| 2348.50000 2348.50 SURFACE SEAL , STRUCTURE NO 22 | | | 0238 709-51821 LUMP | 1500.00000 1500.00| 1520.00000 1520.00| 1501.50000 1501.50 SURFACE SEAL , STRUCTURE NO 24 | | | 0239 709-51821 LUMP | 1900.00000 1900.00| 1903.00000 1903.00| 1809.50000 1809.50 SURFACE SEAL , STRUCTURE NO 25 | | | 0240 709-51821 LUMP | 1900.00000 1900.00| 1868.00000 1868.00| 1809.50000 1809.50 SURFACE SEAL , STRUCTURE NO 26 | | | 0241 709-51821 LUMP | 2700.00000 2700.00| 2905.00000 2905.00| 2618.00000 2618.00 SURFACE SEAL , STRUCTURE NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -33 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0242 709-51821 LUMP | 2700.00000 2700.00| 2531.00000 2531.00| 2618.00000 2618.00 SURFACE SEAL , STRUCTURE NO 4 | | | 0243 709-51821 LUMP | 3100.00000 3100.00| 2531.00000 2531.00| 3426.50000 3426.50 SURFACE SEAL , STRUCTURE NO 5 | | | 0244 709-51821 LUMP | 4600.00000 4600.00| 4794.00000 4794.00| 4774.00000 4774.00 SURFACE SEAL , STRUCTURE NO 6 | | | 0245 709-51821 LUMP | 4600.00000 4600.00| 4794.00000 4794.00| 4774.00000 4774.00 SURFACE SEAL , STRUCTURE NO 7 | | | 0246 709-51821 LUMP | 2900.00000 2900.00| 2894.00000 2894.00| 2656.50000 2656.50 SURFACE SEAL , STRUCTURE NO 8 | | | 0247 709-51821 LUMP | 2600.00000 2600.00| 2894.00000 2894.00| 2656.50000 2656.50 SURFACE SEAL , STRUCTURE NO 9 | | | 0248 711-51038 LUMP | 700000.00000 700000.00| 890000.00000 890000.00| 825000.00000 825000.00 STRUCTURAL STEEL , STRUCTURE NO 12 | | | 0249 714-04661 120.000 LFT | 650.00000 78000.00| 700.00000 84000.00| 734.00000 88080.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 11FT X 6FT | | | 0250 714-04875 206.000 LFT | 555.00000 114330.00| 760.00000 156560.00| 681.00000 140286.00 STRUCTURE, PRECAST, REINFORCED CONCRETE | | | BOX SECTIONS , 9' x 9' | | | 0251 714-05760 200.000 LFT | 640.00000 128000.00| 800.00000 160000.00| 688.00000 137600.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 5FT | | | 0252 714-06278 318.000 LFT | 415.00000 131970.00| 520.00000 165360.00| 432.00000 137376.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 4FT | | | 0253 714-07537 211.000 LFT | 890.00000 187790.00| 1400.00000 295400.00| 984.00000 207624.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 18FT X 7FT | | | 0254 714-08514 3001.000 SFT | 170.00000 510170.00| 150.00000 450150.00| 228.00000 684228.00 WINGWALL | | | 0255 714-09726 692.000 SFT | 45.00000 31140.00| 140.00000 96880.00| 214.00000 148088.00 HEADWALL | | | 0256 714-09995 278.000 LFT | 360.00000 100080.00| 570.00000 158460.00| 408.00000 113424.00 STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 7 FT. X 8 FT. | | | 0257 714-26707 213.000 LFT | 260.00000 55380.00| 410.00000 87330.00| 344.00000 73272.00 STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 6 FT. X 6 FT. | | | 0258 714-26708 797.000 LFT | 300.00000 239100.00| 440.00000 350680.00| 377.00000 300469.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 4FT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -34 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0259 714-26709 340.000 LFT | 320.00000 108800.00| 510.00000 173400.00| 473.00000 160820.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 5FT | | | 0260 714-26714 344.000 LFT | 380.00000 130720.00| 600.00000 206400.00| 486.00000 167184.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 8FT | | | 0261 714-93638 224.000 LFT | 230.00000 51520.00| 320.00000 71680.00| 281.00000 62944.00 STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | | X 4FT | | | 0262 714-93641 169.000 LFT | 205.00000 34645.00| 330.00000 55770.00| 378.00000 63882.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 4FT X 3FT | | | 0263 714-93978 59.000 LFT | 140.00000 8260.00| 330.00000 19470.00| 581.00000 34279.00 STRUCTURE, PRECAST, RC, BOX SECTION 4FT | | | X 2FT | | | 0264 714-99194 289.000 LFT | 700.00000 202300.00| 900.00000 260100.00| 680.00000 196520.00 STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 12 FT. X 7 FT. | | | 0265 714-99348 495.000 LFT | 200.00000 99000.00| 340.00000 168300.00| 310.00000 153450.00 STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | | X 3FT | | | 0266 715-02246 4.000 EACH | 1475.00000 5900.00| 1500.00000 6000.00| 10815.00000 43260.00 PIPE END SECTION, 48 IN | | | 0267 715-05019 2890.000 LFT | 70.00000 202300.00| 75.00000 216750.00| 58.85000 170076.50 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0268 715-05048 232123.000 LFT | 2.10000 487458.30| 2.30000 533882.90| 2.31000 536204.13 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0269 715-05053 24966.000 LFT | 10.00000 249660.00| 10.00000 249660.00| 11.00000 274626.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0270 715-05119 96.000 LFT | 40.00000 3840.00| 40.00000 3840.00| 35.10000 3369.60 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0271 715-05121 63.000 LFT | 45.00000 2835.00| 42.00000 2646.00| 36.75000 2315.25 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0272 715-05123 389.000 LFT | 50.00000 19450.00| 50.00000 19450.00| 41.50000 16143.50 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0273 715-05125 88.000 LFT | 60.00000 5280.00| 65.00000 5720.00| 59.00000 5192.00 PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0274 715-05128 766.000 LFT | 100.00000 76600.00| 105.00000 80430.00| 92.50000 70855.00 PIPE, TYPE 1, CIRCULAR, 48 IN | | | 0275 715-05129 618.000 LFT | 110.00000 67980.00| 150.00000 92700.00| 131.50000 81267.00 PIPE, TYPE 1, CIRCULAR, 54 IN | | | 0276 715-05133 284.000 LFT | 130.00000 36920.00| 180.00000 51120.00| 151.50000 43026.00 PIPE, TYPE 1, CIRCULAR, 60 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -35 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0277 715-05136 181.000 LFT | 195.00000 35295.00| 200.00000 36200.00| 188.00000 34028.00 PIPE, TYPE 1, CIRCULAR, 72 IN | | | 0278 715-05149 4618.000 LFT | 40.00000 184720.00| 35.00000 161630.00| 27.50000 126995.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0279 715-05151 3781.000 LFT | 45.00000 170145.00| 40.00000 151240.00| 29.90000 113051.90 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0280 715-05152 3171.000 LFT | 50.00000 158550.00| 42.00000 133182.00| 31.50000 99886.50 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0281 715-05154 154.000 LFT | 55.00000 8470.00| 50.00000 7700.00| 41.50000 6391.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0282 715-05169 366.000 LFT | 30.00000 10980.00| 35.00000 12810.00| 27.00000 9882.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0283 715-05171 154.000 LFT | 35.00000 5390.00| 40.00000 6160.00| 30.00000 4620.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0284 715-05173 226.000 LFT | 40.00000 9040.00| 48.00000 10848.00| 36.50000 8249.00 PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0285 715-05175 140.000 LFT | 60.00000 8400.00| 62.00000 8680.00| 51.50000 7210.00 PIPE, TYPE 3, CIRCULAR, 30 IN | | | 0286 715-05407 1177.600 LFT | 28.00000 32972.80| 12.00000 14131.20| 13.20000 15544.32 PIPE, END BENT DRAIN, 6 IN | | | 0287 715-46000 42.000 EACH | 750.00000 31500.00| 300.00000 12600.00| 437.50000 18375.00 PIPE END SECTION, 12 IN | | | 0288 715-46005 53.000 EACH | 800.00000 42400.00| 400.00000 21200.00| 467.00000 24751.00 PIPE END SECTION, 15 IN | | | 0289 715-46010 18.000 EACH | 850.00000 15300.00| 520.00000 9360.00| 507.00000 9126.00 PIPE END SECTION, 18 IN | | | 0290 715-46020 7.000 EACH | 1250.00000 8750.00| 800.00000 5600.00| 571.00000 3997.00 PIPE END SECTION, 24 IN | | | 0291 715-46030 4.000 EACH | 1400.00000 5600.00| 1100.00000 4400.00| 1190.00000 4760.00 PIPE END SECTION, 30 IN | | | 0292 715-46040 20.000 EACH | 1650.00000 33000.00| 1300.00000 26000.00| 982.00000 19640.00 PIPE END SECTION, 36 IN | | | 0293 715-96881 2.000 EACH | 3200.00000 6400.00| 2200.00000 4400.00| 9750.00000 19500.00 PIPE END SECTION, 54 IN | | | 0294 718-06528 117.000 EACH | 450.00000 52650.00| 450.00000 52650.00| 495.00000 57915.00 OUTLET PROTECTOR, 1 | | | 0295 718-06529 278.000 EACH | 430.00000 119540.00| 430.00000 119540.00| 473.00000 131494.00 OUTLET PROTECTOR, 2 | | | 0296 718-06532 10000.000 LFT | 0.50000 5000.00| 0.90000 9000.00| 0.55000 5500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0297 718-34000 1534.000 LFT | 15.00000 23010.00| 28.00000 42952.00| 10.00000 15340.00 PIPE, UNDERDRAIN, PERFORATED, 0.052 IN. | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -36 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0298 718-52610 23363.000 CYS | 29.75000 695049.25| 33.00000 770979.00| 32.70000 763970.10 AGGREGATE FOR UNDERDRAINS | | | 0299 718-99153 172605.000 SYS | 0.75000 129453.75| 1.00000 172605.00| 0.83000 143262.15 GEOTEXTILES FOR UNDERDRAIN | | | 0300 720-45041 8.000 EACH | 4500.00000 36000.00| 5000.00000 40000.00| 1955.00000 15640.00 INLET, H5 | | | 0301 720-45065 25.000 EACH | 3400.00000 85000.00| 3000.00000 75000.00| 3244.00000 81100.00 INLET, N12 | | | 0302 720-45066 70.000 EACH | 3500.00000 245000.00| 3200.00000 224000.00| 3787.00000 265090.00 INLET, N12, MODIFIED | | | 0303 720-90349 4.000 EACH | 3300.00000 13200.00| 3400.00000 13600.00| 1988.00000 7952.00 MANHOLE, C8 | | | 0304 722-95883 LUMP | 35000.00000 35000.00| 30000.00000 30000.00| 28600.00000 28600.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 1 | | | 0305 722-95883 LUMP | 35000.00000 35000.00| 40000.00000 40000.00| 38500.00000 38500.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 12 | | | 0306 722-95883 LUMP | 35000.00000 35000.00| 30000.00000 30000.00| 28600.00000 28600.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 2 | | | 0307 722-95883 LUMP | 35000.00000 35000.00| 28000.00000 28000.00| 13200.00000 13200.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 6 | | | 0308 722-95883 LUMP | 35000.00000 35000.00| 28000.00000 28000.00| 13200.00000 13200.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 7 | | | 0309 723-06660 198.000 SFT | 120.00000 23760.00| 150.00000 29700.00| 175.00000 34650.00 WINGWALL | | | 0310 723-06927 166.000 LFT | 800.00000 132800.00| 1700.00000 282200.00| 1485.00000 246510.00 STRUCTURE, PRECAST THREE-SIDED, , 228" | | | X 48" | | | 0311 731-08252 94.000 LFT | 45.00000 4230.00| 25.00000 2350.00| 22.00000 2068.00 LEVELING PAD | | | 0312 731-93945 73035.000 SFT | 25.00000 1825875.00| 17.60000 1285416.00| 16.50000 1205077.50 FACE PANELS, CONCRETE | | | 0313 731-93946 73035.000 SFT | 10.00000 730350.00| 11.50000 839902.50| 9.90000 723046.50 WALL ERECTION | | | 0314 731-93947 3371.000 LFT | 30.00000 101130.00| 25.00000 84275.00| 22.00000 74162.00 LEVELING PAD, CONCRETE | | | 0315 801-03290 2.000 EACH | 225.00000 450.00| 395.00000 790.00| 434.50000 869.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -37 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0316 801-04308 4.000 EACH | 225.00000 900.00| 850.00000 3400.00| 935.00000 3740.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0317 801-06203 45700.000 LFT | 0.25000 11425.00| 0.25000 11425.00| 0.28000 12796.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0318 801-06625 42.000 EACH | 85.00000 3570.00| 65.00000 2730.00| 71.50000 3003.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0319 801-06640 39.000 EACH | 175.00000 6825.00| 395.00000 15405.00| 434.50000 16945.50 CONSTRUCTION SIGN, A | | | 0320 801-06645 10.000 EACH | 80.00000 800.00| 225.00000 2250.00| 247.50000 2475.00 CONSTRUCTION SIGN, B | | | 0321 801-06775 LUMP | 250000.00000 250000.00| 266000.00000 266000.00| 6594.50000 6594.50 MAINTAINING TRAFFIC | | | 0322 801-07118 408.000 LFT | 14.00000 5712.00| 19.95000 8139.60| 22.00000 8976.00 BARRICADE, III-A | | | 0323 801-07119 984.000 LFT | 14.00000 13776.00| 29.50000 29028.00| 32.45000 31930.80 BARRICADE, III-B | | | 0324 801-07606 500.000 LFT | 21.00000 10500.00| 60.00000 30000.00| 25.00000 12500.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0325 801-52817 1.000 EACH | 100000.00000 100000.00| 45000.00000 45000.00| 40000.00000 40000.00 TEMPORARY CROSSOVER, B | | | 0326 802-04893 38.000 EACH | 185.00000 7030.00| 185.00000 7030.00| 220.00000 8360.00 REFERENCE POST | | | 0327 802-05701 1233.000 LFT | 16.00000 19728.00| 16.00000 19728.00| 14.00000 17262.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0328 802-05702 74.000 LFT | 14.50000 1073.00| 14.50000 1073.00| 13.20000 976.80 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0329 802-07057 2882.500 SFT | 16.00000 46120.00| 16.00000 46120.00| 18.00000 51885.00 SIGN, PANEL, WITH LEGEND | | | 0330 802-07138 6.000 EACH | 320.00000 1920.00| 320.00000 1920.00| 387.20000 2323.20 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0331 802-07151 10.000 EACH | 320.00000 3200.00| 320.00000 3200.00| 381.15000 3811.50 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0332 802-07153 6.000 EACH | 365.00000 2190.00| 365.00000 2190.00| 399.30000 2395.80 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0333 802-07154 8.000 EACH | 390.00000 3120.00| 390.00000 3120.00| 415.00000 3320.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -38 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0334 802-08456 2.000 EACH | 320.00000 640.00| 320.00000 640.00| 381.15000 762.30 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0335 802-09577 1.000 EACH | 29300.00000 29300.00| 29300.00000 29300.00| 37400.00000 37400.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | TYPE E | | | 0336 802-09581 1.000 EACH | 8260.00000 8260.00| 8260.00000 8260.00| 6336.00000 6336.00 CANTILEVER SIGN SUPPORT FOUNDATION, | | | DRILLED SHAFT, 36 IN. | | | 0337 802-09838 511.130 SFT | 16.50000 8433.65| 16.50000 8433.65| 16.50000 8433.65 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0338 802-09840 271.000 SFT | 16.50000 4471.50| 16.50000 4471.50| 18.50000 5013.50 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0339 802-76095 10366.000 LBS | 2.50000 25915.00| 2.50000 25915.00| 4.85000 50275.10 STRUCTURAL STEEL, BREAKAWAY | | | 0340 802-76160 2.000 EACH | 6160.00000 12320.00| 6160.00000 12320.00| 2475.00000 4950.00 BRIDGE BRACKET ASSEMBLY | | | 0341 802-76160 1.000 EACH | 6160.00000 6160.00| 6160.00000 6160.00| 7150.00000 7150.00 BRIDGE BRACKET ASSEMBLY , STRUCTURE NO | | | 19 | | | 0342 802-76160 1.000 EACH | 6160.00000 6160.00| 6160.00000 6160.00| 7150.00000 7150.00 BRIDGE BRACKET ASSEMBLY , STRUCTURE NO | | | 20 | | | 0343 804-06725 234.000 EACH | 24.00000 5616.00| 24.00000 5616.00| 26.40000 6177.60 DELINEATOR WITH POST, D1 | | | 0344 804-06740 60.000 EACH | 25.00000 1500.00| 25.00000 1500.00| 27.50000 1650.00 DELINEATOR WITH POST, D2 | | | 0345 804-06770 627.000 EACH | 23.00000 14421.00| 23.00000 14421.00| 25.30000 15863.10 DELINEATOR POST | | | 0346 805-01842 8.000 EACH | 1000.00000 8000.00| 1000.00000 8000.00| 924.00000 7392.00 HANDHOLE, SIGNAL | | | 0347 805-01844 1360.000 LFT | 13.00000 17680.00| 13.00000 17680.00| 16.50000 22440.00 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0348 808-01329 2.000 EACH | 120.00000 240.00| 120.00000 240.00| 132.00000 264.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WRONG WAY RAMP ARROW | | | 0349 808-06713 28997.000 LFT | 0.20000 5799.40| 0.20000 5799.40| 0.22000 6379.34 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0350 808-06714 29053.000 LFT | 0.20000 5810.60| 0.20000 5810.60| 0.22000 6391.66 LINE, PAINT, SOLID, YELLOW, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -39 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0351 808-06716 29500.000 LFT | 0.35000 10325.00| 0.35000 10325.00| 0.38000 11210.00 LINE, REMOVE | | | 0352 808-09381 LUMP | 1495.00000 1495.00| 1495.00000 1495.00| 1644.50000 1644.50 RETRO-REFLECTIVITY TESTING | | | 0353 808-10031 3218.000 LFT | 0.45000 1448.10| 0.45000 1448.10| 0.50000 1609.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0354 808-10033 128917.000 LFT | 0.45000 58012.65| 0.45000 58012.65| 0.50000 64458.50 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0355 808-10034 112733.000 LFT | 0.45000 50729.85| 0.45000 50729.85| 0.50000 56366.50 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0356 808-10038 3495.000 LFT | 9.95000 34775.25| 9.95000 34775.25| 11.00000 38445.00 TRANSVERSE MKGS MULTI-COMP SOLID WHITE, | | | CROSSHATCH LINE 24" | | | 0357 808-10047 234.000 LFT | 4.97000 1162.98| 4.97000 1162.98| 5.50000 1287.00 TRANSVERSE MKGS MULTI-COMP, SOLID, | | | WHITE, CROSSHATCH LINE, 12" | | | 0358 808-10051 174.000 LFT | 9.95000 1731.30| 9.95000 1731.30| 11.00000 1914.00 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0359 808-10052 5.000 EACH | 195.00000 975.00| 195.00000 975.00| 214.50000 1072.50 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0360 808-10054 25268.000 LFT | 0.56000 14150.08| 0.56000 14150.08| 0.60000 15160.80 LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | | 0361 808-10058 9097.000 LFT | 0.90000 8187.30| 0.90000 8187.30| 0.99000 9006.03 LINE, MULTI-COMP, SOLID, YELLOW, 8 IN | | | 0362 808-10077 5.000 EACH | 145.00000 725.00| 145.00000 725.00| 159.50000 797.50 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0363 808-75297 261.000 LFT | 4.95000 1291.95| 4.95000 1291.95| 5.45000 1422.45 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0364 808-75998 1624.000 EACH | 15.20000 24684.80| 19.50000 31668.00| 16.70000 27120.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0372 707-08643 1525.000 LFT | 250.00000 381250.00| 300.00000 457500.00| 258.50000 394212.50 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | 0373 701-09557 2684.900 LFT | 60.00000 161094.00| 56.00000 150354.40| 55.00000 147669.50 TEST PILE, DYNAMIC, PRODUCTION , HP, 12 | | | X 74 | | | 0374 701-09557 1986.000 LFT | 70.00000 139020.00| 62.00000 123132.00| 66.00000 131076.00 TEST PILE, DYNAMIC, PRODUCTION , HP, 14 | | | X 89 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -40 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 707-08643 1525.000 LFT | 250.00000 381250.00| 300.00000 457500.00| 258.50000 394212.50 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | 0376 707-09598 740.000 LFT | 300.00000 222000.00| 325.00000 240500.00| 291.50000 215710.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0377 707-09598 740.000 LFT | 300.00000 222000.00| 325.00000 240500.00| 291.50000 215710.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0378 202-03000 LUMP | 3000.00000 3000.00| 2242.85000 2242.85| 3300.00000 3300.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 694 | | | 0379 714-04875 396.000 LFT | 860.00000 340560.00| 1500.00000 594000.00| 837.00000 331452.00 STRUCTURE, PRECAST, REINFORCED CONCRETE | | | BOX SECTIONS , 18' X 4' | | | 0380 714-09756 207.000 LFT | 1000.00000 207000.00| 1600.00000 331200.00| 1061.00000 219627.00 STRUCTURE PRECAST REINFORCED CONCRETE | | | BOX SECTIONS 18 FT X 8 FT | | | 0381 707-06404 659.290 LFT | 275.00000 181304.75| 315.00000 207676.35| 297.00000 195809.13 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 60" X 49" | | | 0382 702-04325 LUMP | 85000.00000 85000.00| 115000.00000 115000.00| 16500.00000 16500.00 TEMPORARY SHORING , STR N0 23 | | | 0383 702-04325 LUMP | 85000.00000 85000.00| 115000.00000 115000.00| 16500.00000 16500.00 TEMPORARY SHORING , STR NO 24 | | | 0384 702-04325 LUMP | 170000.00000 170000.00| 100000.00000 100000.00| 16500.00000 16500.00 TEMPORARY SHORING , STR NO 25 | | | SECTION TOTALS | $ 79,427,349.63| $ 82,186,809.93| $ 91,462,079.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS | | | 0365 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0366 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0367 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0368 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0369 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -41 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 43-0626545 |( 5 ) 35-2040801 |( 6 ) 99-9992455 |FRED WEBER INC |GOHMANN ASPHALT & CONSTRUCTI |CHESTER BROSS CONSTR/KOLB GRA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0370 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0371 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 7.00| $ 7.00| $ 7.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 105,724,951.31| $ 108,547,806.58| $ 119,852,002.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -42 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 NEW ROAD CONSTRUCTION PCCP | | | 0024 207-08263 512298.000 SYS | 3.40000 1741813.20| | SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08265 43153.000 SYS | 3.10000 133774.30| | SUBGRADE TREATMENT, TYPE IIA | | | 0026 207-08267 87312.000 SYS | 7.00000 611184.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0027 301-07448 78331.000 TON | 22.00000 1723282.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-06464 91809.000 CYS | 39.00000 3580551.00| | SUBBASE FOR PCCP | | | 0029 303-01180 90533.000 TON | 22.00000 1991726.00| | COMPACTED AGGREGATE, NO. 53 | | | 0030 303-02125 56.000 CYS | 68.00000 3808.00| | AGGREGATE, 23 | | | 0031 306-08043 1648.000 SYS | 6.00000 9888.00| | MILLING, TRANSITION | | | 0032 401-06264 LUMP | 11000.00000 11000.00| | PROFILOGRAPH, HMA | | | 0033 401-07320 13159.000 TON | 54.00000 710586.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0034 401-07335 2512.000 TON | 95.00000 238640.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0035 401-07389 24964.000 TON | 49.00000 1223236.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0036 401-07404 4215.000 TON | 61.00000 257115.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0037 401-07406 32292.000 TON | 51.00000 1646892.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0038 401-07429 3903.000 TON | 63.00000 245889.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0039 401-08364 8933.000 TON | 52.00000 464516.00| | QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0040 406-05520 152.000 TON | 500.00000 76000.00| | ASPHALT FOR TACK COAT | | | 0041 501-06266 LUMP | 20000.00000 20000.00| | PROFILOGRAPH, PCCP | | | 0042 501-06321 33940.000 SYS | 24.00000 814560.00| | QC/QA-PCCP, 10 IN | | | 0043 501-06322 267182.000 SYS | 25.00000 6679550.00| | QC/QA-PCCP, 11 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -43 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 501-06727 LUMP | 20000.00000 20000.00| | CORING, PCCP | | | 0045 501-09749 23375.000 SYS | 23.00000 537625.00| | QC/QA PCCP, 9.5" | | | 0046 503-05240 180671.000 LFT | 9.00000 1626039.00| | D-1 CONTRACTION JOINT | | | 0047 503-05310 1069.000 LFT | 100.00000 106900.00| | TERMINAL JOINT | | | 0048 606-07484 150252.000 LFT | 0.20000 30050.40| | MILLED HMA SHOULDER CORRUGATIONS | | | 0049 606-07485 74859.000 LFT | 0.50000 37429.50| | MILLED PCCP SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 24,542,054.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 NEW BRIDGE CONSTRUCTION 0902157 | | | 0050 105-06845 LUMP | 1000000.00000 1000000.00| | CONSTRUCTION ENGINEERING | | | 0051 105-06899 4.000 EACH | 110.00000 440.00| | RADIO | | | 0052 105-08520 4.000 EACH | 150.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0053 105-08521 136.000 MOS | 100.00000 13600.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0054 105-08523 136.000 MOS | 60.00000 8160.00| | RADIO ONLY SERVICE | | | 0055 105-09645 LUMP | 100000.00000 100000.00| | CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0056 110-01001 LUMP | 6170000.00000 6170000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0057 201-52370 LUMP | 1230000.00000 1230000.00| | CLEARING RIGHT OF WAY | | | 0058 202-01405 6204.000 CYS | 20.00000 124080.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0059 202-02240 6738.400 SYS | 7.00000 47168.80| | PAVEMENT REMOVAL | | | 0060 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 652 | | | 0061 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 653 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -44 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 202-03000 LUMP | 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 654 | | | 0063 202-03000 LUMP | 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 655 | | | 0064 202-03000 LUMP | 20000.00000 20000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 656 | | | 0065 202-03000 LUMP | 20000.00000 20000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 658 | | | 0066 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 659 | | | 0067 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 665 | | | 0068 202-03000 LUMP | 20000.00000 20000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 666 | | | 0069 202-03000 LUMP | 20000.00000 20000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 672 | | | 0070 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 674 | | | 0071 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 680 | | | 0072 202-03000 LUMP | 20000.00000 20000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 682 | | | 0073 202-03000 LUMP | 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 687 | | | 0074 202-03000 LUMP | 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 689 | | | 0075 202-03000 LUMP | 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 693 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -45 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 717A | | | 0077 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 718 | | | 0078 202-03000 LUMP | 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 729 | | | 0079 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 736 | | | 0080 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 739B | | | 0081 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 740A | | | 0082 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 742 | | | 0083 202-03000 LUMP | 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 744 | | | 0084 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 745 | | | 0085 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 749 | | | 0086 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 751 | | | 0087 202-04089 7.000 EACH | 150.00000 1050.00| | SIGN, SHEET, REMOVE | | | 0088 202-09957 5.000 EACH | 9000.00000 45000.00| | PLUG AND ABANDON OIL OR GAS WELL | | | 0089 202-51330 LUMP | 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0090 202-74035 1.000 EACH | 1000.00000 1000.00| | SIGN, REMOVE | | | 0091 202-96133 173.000 LFT | 15.00000 2595.00| | PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -46 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 203-02020 2366644.000 CYS | 7.35000 17394833.40| | EXCAVATION, UNCLASSIFIED | | | 0093 203-02070 2152719.000 CYS | 8.00000 17221752.00| | BORROW | | | 0096 203-10106 LUMP | 25000.00000 25000.00| | AGGREGATE COLUMN , STRUCTURE NO 01 | | | 0097 203-10106 LUMP | 25000.00000 25000.00| | AGGREGATE COLUMN , STRUCTURE NO 02 | | | 0098 203-10106 LUMP | 85000.00000 85000.00| | AGGREGATE COLUMN , STRUCTURE NO 06 | | | 0099 203-10106 LUMP | 85000.00000 85000.00| | AGGREGATE COLUMN , STRUCTURE NO 07 | | | 0100 203-10106 LUMP | 235000.00000 235000.00| | AGGREGATE COLUMN , STRUCTURE NO 08 | | | 0101 203-10106 LUMP | 235000.00000 235000.00| | AGGREGATE COLUMN , STRUCTURE NO 09 | | | 0102 203-10106 LUMP | 90000.00000 90000.00| | AGGREGATE COLUMN , STRUCTURE NO 10 | | | 0103 203-10106 LUMP | 90000.00000 90000.00| | AGGREGATE COLUMN , STRUCTURE NO 11 | | | 0104 203-10106 LUMP | 75000.00000 75000.00| | AGGREGATE COLUMN , STRUCTURE NO 12 | | | 0105 203-10106 LUMP | 235000.00000 235000.00| | AGGREGATE COLUMN , STRUCTURE NO 16 | | | 0106 203-10106 LUMP | 235000.00000 235000.00| | AGGREGATE COLUMN , STRUCTURE NO 17 | | | 0107 203-10106 LUMP | 200000.00000 200000.00| | AGGREGATE COLUMN , STRUCTURE NO 18 | | | 0108 204-02290 15.000 EACH | 1500.00000 22500.00| | SETTLEMENT PLATE | | | 0109 205-02770 44493.000 SYS | 0.85000 37819.05| | EROSION CONTROL BLANKET | | | 0111 205-09543 200.000 TON | 28.00000 5600.00| | NO 2 STONE | | | 0112 205-09942 7120.000 LFT | 8.00000 56960.00| | CLAY CAPPED DITCH | | | 0113 205-09952 LUMP | 1500000.00000 1500000.00| | DESIGN BUILD EROSION AND SEDIMENT | | | CONTROL | | | 0114 206-51220 11059.000 CYS | 95.00000 1050605.00| | EXCAVATION, WET | | | 0115 206-51225 38600.000 CYS | 15.00000 579000.00| | EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -47 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 206-51230 47851.000 CYS | 20.00000 957020.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0117 206-51235 LUMP | 160000.00000 160000.00| | COFFERDAM , STRUCTURE NO 16 | | | 0118 206-51235 LUMP | 160000.00000 160000.00| | COFFERDAM , STRUCTURE NO 17 | | | 0119 206-51235 LUMP | 200000.00000 200000.00| | COFFERDAM , STRUCTURE NO 18 | | | 0120 206-51235 LUMP | 1000.00000 1000.00| | COFFERDAM , STRUCTURE NO 19 | | | 0121 206-51235 LUMP | 1000.00000 1000.00| | COFFERDAM , STRUCTURE NO 20 | | | 0122 211-02050 116361.000 CYS | 26.00000 3025386.00| | B BORROW | | | 0123 211-06467 829.000 CYS | 56.00000 46424.00| | AGGREGATE FOR END BENT BACKFILL | | | 0124 211-09264 30645.400 CYS | 31.00000 950007.40| | STRUCTURAL BACKFILL, TYPE 1 | | | 0125 211-09265 50018.000 CYS | 45.00000 2250810.00| | STRUCTURAL BACKFILL, TYPE 2 | | | 0126 211-09266 82564.000 CYS | 26.00000 2146664.00| | STRUCTURAL BACKFILL, TYPE 3 | | | 0127 214-07202 1950.000 SYS | 2.50000 4875.00| | GEOGRID, TYPE I | | | 0128 214-07202 1293.000 SYS | 2.50000 3232.50| | GEOGRID, TYPE I , FOR GEOTECH | | | 0129 215-07043 729559.000 SYS | 2.80000 2042765.20| | CHEMICAL MODIFICATION, SOILS | | | 0130 302-07455 1059.000 CYS | 65.00000 68835.00| | DENSE GRADED SUBBASE | | | 0131 303-01180 1722.000 TON | 25.00000 43050.00| | COMPACTED AGGREGATE, NO. 53 , FOR | | | GEOTECH | | | 0132 303-07449 12077.000 TON | 21.00000 253617.00| | COMPACTED AGGREGATE, NO. 73 | | | 0133 402-07432 5729.000 TON | 51.00000 292179.00| | HMA SURFACE, TYPE A | | | 0134 402-07433 665.000 TON | 66.00000 43890.00| | HMA SURFACE, TYPE B | | | 0135 402-07435 10738.000 TON | 41.00000 440258.00| | HMA INTERMEDIATE, TYPE A | | | 0136 402-07438 1117.000 TON | 51.00000 56967.00| | HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -48 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 402-07451 70.000 TON | 160.00000 11200.00| | HMA WEDGE AND LEVEL, TYPE B | | | 0138 402-07453 2129.000 TON | 81.00000 172449.00| | HMA FOR TEMPORARY PAVEMENT | | | 0139 601-01522 76.000 EACH | 2000.00000 152000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0140 601-02241 800.000 LFT | 6.00000 4800.00| | GUARDRAIL, REMOVE | | | 0141 601-06233 6.000 EACH | 11000.00000 66000.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0142 601-06246 1.000 EACH | 16000.00000 16000.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0143 601-94689 56.000 EACH | 2500.00000 140000.00| | GUARDRAIL END TREATMENT, OS | | | 0144 601-94690 15.000 EACH | 3700.00000 55500.00| | GUARDRAIL END TREATMENT, MS | | | 0145 601-99105 13522.400 LFT | 17.00000 229880.80| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0146 601-99108 3700.000 LFT | 25.00000 92500.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0147 602-06729 336.000 EACH | 11.00000 3696.00| | BARRIER DELINEATOR | | | 0148 602-08606 1111.000 LFT | 60.00000 66660.00| | CONCRETE BARRIER, 33 IN, MODIFIED | | | 0149 603-06040 106753.000 LFT | 5.00000 533765.00| | FENCE, FARM FIELD, 47 IN | | | 0150 603-96042 3.000 EACH | 1000.00000 3000.00| | FENCE GATE, FARM FIELD, 47 IN X 24FT | | | 0151 605-05523 197.000 LFT | 20.00000 3940.00| | CURB, HMA | | | 0152 609-06257 1019.000 SYS | 78.00000 79482.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0153 609-06259 5274.000 SYS | 83.00000 437742.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0154 610-08446 234.000 SYS | 38.00000 8892.00| | PCCP FOR APPROACHES, 6 IN | | | 0155 615-06490 220.000 EACH | 155.00000 34100.00| | RIGHT OF WAY MARKER | | | 0156 615-06505 22.000 EACH | 560.00000 12320.00| | MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -49 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 615-06510 93.000 EACH | 365.00000 33945.00| | MONUMENT, C | | | 0158 615-06515 22.000 EACH | 115.00000 2530.00| | MONUMENT, D | | | 0159 615-06527 4.000 EACH | 450.00000 1800.00| | MONUMENT, SECTION CORNER | | | 0160 615-06530 17.000 EACH | 1100.00000 18700.00| | BENCH MARK POST | | | 0161 616-02320 72793.000 SYS | 2.25000 163784.25| | GEOTEXTILES | | | 0162 616-05688 6772.000 TON | 35.00000 237020.00| | RIPRAP, CLASS 1 | | | 0163 616-05689 69.000 TON | 40.00000 2760.00| | RIPRAP, CLASS 2 | | | 0164 616-06405 52921.300 TON | 28.00000 1481796.40| | RIPRAP, REVETMENT | | | 0165 616-07656 324.500 TON | 50.00000 16225.00| | RIPRAP , 36-INCH | | | 0166 616-51367 143.000 SYS | 160.00000 22880.00| | SLOPEWALL, CONCRETE, 4 IN | | | 0167 619-09437 1178.000 SFT | 8.00000 9424.00| | PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0168 621-01004 19.000 EACH | 1000.00000 19000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0169 621-02363 3190.000 SYS | 0.40000 1276.00| | MULCHED SEEDING T, CONVENTIONAL MIX | | | 0170 621-02770 7418.000 SYS | 1.50000 11127.00| | EROSION CONTROL BLANKET | | | 0171 621-04258 43.130 LBS | 45.00000 1940.85| | SEED MIXTURE , SWALE | | | 0172 621-04258 153.140 LBS | 37.00000 5666.18| | SEED MIXTURE , WILD RYE | | | 0173 621-06545 152.700 TON | 550.00000 83985.00| | FERTILIZER | | | 0174 621-06553 51854.000 LBS | 3.00000 155562.00| | SEED MIXTURE, R | | | 0175 621-06557 25512.550 LBS | 1.15000 29339.43| | SEED MIXTURE, T | | | 0176 621-06559 3028.000 SYS | 0.55000 1665.40| | MULCHED SEEDING, R | | | 0177 621-06565 628.170 TON | 375.00000 235563.75| | MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -50 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0178 621-06567 385.800 kGAL | 1.00000 385.80| | WATER | | | 0179 621-06574 102528.000 SYS | 2.55000 261446.40| | SODDING | | | 0180 622-52436 61.000 EACH | 40.00000 2440.00| | SIGN, DO NOT MOW OR SPRAY | | | 0181 622-91786 865.000 EACH | 25.00000 21625.00| | SEEDLING , 1-GALLON CONTAINER GROWN | | | 0182 622-91786 1731.000 EACH | 25.00000 43275.00| | SEEDLING , 3-GALLON CONTAINER GROWN | | | 0183 622-91786 3086.000 EACH | 4.00000 12344.00| | SEEDLING , LIVE STAKES | | | 0184 628-09403 34.000 MOS | 2500.00000 85000.00| | FIELD OFFICE, C | | | 0185 628-09407 136.000 MOS | 110.00000 14960.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 4 EACH | | | 0186 701-02936 16612.000 LFT | 52.00000 863824.00| | PILE, STEEL H, HP 14 IN X 89 | | | 0187 701-02938 206.000 LFT | 160.00000 32960.00| | CORED HOLE IN ROCK, 24 IN | | | 0188 701-06011 64.000 EACH | 460.00000 29440.00| | DYNAMIC PILE LOAD TEST | | | 0189 701-08253 267.000 EACH | 560.00000 149520.00| | PILE SLEEVES | | | 0191 701-09559 64.000 EACH | 770.00000 49280.00| | TEST PILE, DYNAMIC, RESTRIKE | | | 0192 701-09683 310.000 EACH | 120.00000 37200.00| | PILE SHOE, HP 12 X 74 | | | 0193 701-09684 319.000 EACH | 140.00000 44660.00| | PILE SHOE, HP 14 X 89 | | | 0195 701-95780 18150.600 LFT | 47.00000 853078.20| | PILE, STEEL H, HP 12 IN X 74 | | | 0196 702-01724 117.000 CYS | 200.00000 23400.00| | CONCRETE, C, FOOTINGS | | | 0198 702-04325 LUMP | 18000.00000 18000.00| | TEMPORARY SHORING , STRUCTURE NO 26 | | | 0199 702-51005 2830.000 CYS | 500.00000 1415000.00| | CONCRETE, A, SUBSTRUCTURE | | | 0200 702-51015 2905.000 CYS | 305.00000 886025.00| | CONCRETE, B, FOOTINGS | | | 0201 702-51110 3988.000 LBS | 3.00000 11964.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -51 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0202 702-90915 881.000 CYS | 365.00000 321565.00| | CONCRETE, CLASS A | | | 0203 702-92857 1800.000 CYS | 450.00000 810000.00| | CONCRETE, C, SUBSTRUCTURE | | | 0204 703-06028 1140481.000 LBS | 0.90000 1026432.90| | REINFORCING BARS | | | 0205 703-06029 3080880.000 LBS | 0.90000 2772792.00| | REINFORCING BARS, EPOXY COATED | | | 0206 704-51002 8592.300 CYS | 470.00000 4038381.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0207 706-05732 40.000 EACH | 1250.00000 50000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0208 706-05734 64.000 EACH | 1500.00000 96000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0209 706-08496 151.000 SYS | 125.00000 18875.00| | REINFORCED CONCRETE MOMENT SLAB, 12 IN | | | 0210 706-09545 67.000 CYS | 50.00000 3350.00| | COARSE AGGREGATE, NO 8 | | | 0211 706-51020 1269.100 CYS | 225.00000 285547.50| | CONCRETE, C, RAILING | | | 0212 707-05984 3698.000 LFT | 200.00000 739600.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | | 45" X 16" | | | 0214 707-07605 3373.600 LFT | 235.00000 792796.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54" X 48" | | | 0215 707-08476 3355.000 LFT | 290.00000 972950.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | 0216 707-08643 1950.000 LFT | 250.00000 487500.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | 0217 707-09316 2485.000 LFT | 265.00000 658525.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 78" X 48" | | | 0218 707-09332 491.800 LFT | 265.00000 130327.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66" X 48" | | | 0219 707-09384 1480.000 LFT | 295.00000 436600.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 61" | | | 0220 707-09634 417.000 LFT | 320.00000 133440.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 48 IN. X 49 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -52 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0221 707-09921 462.400 LFT | 335.00000 154904.00| | STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 54 IN. X 49 IN. | | | 0222 709-51821 LUMP | 2000.00000 2000.00| | SURFACE SEAL , RAMP 1 | | | 0223 709-51821 LUMP | 1800.00000 1800.00| | SURFACE SEAL , RAMP 3/D | | | 0224 709-51821 LUMP | 5500.00000 5500.00| | SURFACE SEAL , STRUCTURE NO 1 | | | 0225 709-51821 LUMP | 2000.00000 2000.00| | SURFACE SEAL , STRUCTURE NO 10 | | | 0226 709-51821 LUMP | 2000.00000 2000.00| | SURFACE SEAL , STRUCTURE NO 11 | | | 0227 709-51821 LUMP | 4500.00000 4500.00| | SURFACE SEAL , STRUCTURE NO 12 | | | 0228 709-51821 LUMP | 2600.00000 2600.00| | SURFACE SEAL , STRUCTURE NO 13 | | | 0229 709-51821 LUMP | 1800.00000 1800.00| | SURFACE SEAL , STRUCTURE NO 14 | | | 0230 709-51821 LUMP | 1800.00000 1800.00| | SURFACE SEAL , STRUCTURE NO 15 | | | 0231 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL , STRUCTURE NO 16 | | | 0232 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL , STRUCTURE NO 17 | | | 0233 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL , STRUCTURE NO 18 | | | 0234 709-51821 LUMP | 7000.00000 7000.00| | SURFACE SEAL , STRUCTURE NO 19 | | | 0235 709-51821 LUMP | 6000.00000 6000.00| | SURFACE SEAL , STRUCTURE NO 2 | | | 0236 709-51821 LUMP | 7000.00000 7000.00| | SURFACE SEAL , STRUCTURE NO 20 | | | 0237 709-51821 LUMP | 2500.00000 2500.00| | SURFACE SEAL , STRUCTURE NO 22 | | | 0238 709-51821 LUMP | 1500.00000 1500.00| | SURFACE SEAL , STRUCTURE NO 24 | | | 0239 709-51821 LUMP | 2000.00000 2000.00| | SURFACE SEAL , STRUCTURE NO 25 | | | 0240 709-51821 LUMP | 2000.00000 2000.00| | SURFACE SEAL , STRUCTURE NO 26 | | | 0241 709-51821 LUMP | 2500.00000 2500.00| | SURFACE SEAL , STRUCTURE NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -53 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0242 709-51821 LUMP | 2500.00000 2500.00| | SURFACE SEAL , STRUCTURE NO 4 | | | 0243 709-51821 LUMP | 3500.00000 3500.00| | SURFACE SEAL , STRUCTURE NO 5 | | | 0244 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL , STRUCTURE NO 6 | | | 0245 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL , STRUCTURE NO 7 | | | 0246 709-51821 LUMP | 3000.00000 3000.00| | SURFACE SEAL , STRUCTURE NO 8 | | | 0247 709-51821 LUMP | 3000.00000 3000.00| | SURFACE SEAL , STRUCTURE NO 9 | | | 0248 711-51038 LUMP | 800000.00000 800000.00| | STRUCTURAL STEEL , STRUCTURE NO 12 | | | 0249 714-04661 120.000 LFT | 650.00000 78000.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 11FT X 6FT | | | 0250 714-04875 206.000 LFT | 710.00000 146260.00| | STRUCTURE, PRECAST, REINFORCED CONCRETE | | | BOX SECTIONS , 9' x 9' | | | 0251 714-05760 200.000 LFT | 690.00000 138000.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 5FT | | | 0252 714-06278 318.000 LFT | 500.00000 159000.00| | STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 4FT | | | 0253 714-07537 211.000 LFT | 1100.00000 232100.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 18FT X 7FT | | | 0254 714-08514 3001.000 SFT | 220.00000 660220.00| | WINGWALL | | | 0255 714-09726 692.000 SFT | 75.00000 51900.00| | HEADWALL | | | 0256 714-09995 278.000 LFT | 520.00000 144560.00| | STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 7 FT. X 8 FT. | | | 0257 714-26707 213.000 LFT | 500.00000 106500.00| | STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 6 FT. X 6 FT. | | | 0258 714-26708 797.000 LFT | 490.00000 390530.00| | STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 4FT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -54 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0259 714-26709 340.000 LFT | 550.00000 187000.00| | STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 5FT | | | 0260 714-26714 344.000 LFT | 630.00000 216720.00| | STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 8FT | | | 0261 714-93638 224.000 LFT | 300.00000 67200.00| | STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | | X 4FT | | | 0262 714-93641 169.000 LFT | 280.00000 47320.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 4FT X 3FT | | | 0263 714-93978 59.000 LFT | 270.00000 15930.00| | STRUCTURE, PRECAST, RC, BOX SECTION 4FT | | | X 2FT | | | 0264 714-99194 289.000 LFT | 820.00000 236980.00| | STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 12 FT. X 7 FT. | | | 0265 714-99348 495.000 LFT | 380.00000 188100.00| | STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | | X 3FT | | | 0266 715-02246 4.000 EACH | 1900.00000 7600.00| | PIPE END SECTION, 48 IN | | | 0267 715-05019 2890.000 LFT | 49.00000 141610.00| | PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0268 715-05048 232123.000 LFT | 2.20000 510670.60| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0269 715-05053 24966.000 LFT | 12.00000 299592.00| | PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0270 715-05119 96.000 LFT | 23.00000 2208.00| | PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0271 715-05121 63.000 LFT | 25.00000 1575.00| | PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0272 715-05123 389.000 LFT | 33.00000 12837.00| | PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0273 715-05125 88.000 LFT | 42.00000 3696.00| | PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0274 715-05128 766.000 LFT | 86.00000 65876.00| | PIPE, TYPE 1, CIRCULAR, 48 IN | | | 0275 715-05129 618.000 LFT | 120.00000 74160.00| | PIPE, TYPE 1, CIRCULAR, 54 IN | | | 0276 715-05133 284.000 LFT | 130.00000 36920.00| | PIPE, TYPE 1, CIRCULAR, 60 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -55 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0277 715-05136 181.000 LFT | 160.00000 28960.00| | PIPE, TYPE 1, CIRCULAR, 72 IN | | | 0278 715-05149 4618.000 LFT | 26.00000 120068.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0279 715-05151 3781.000 LFT | 28.00000 105868.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0280 715-05152 3171.000 LFT | 29.00000 91959.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0281 715-05154 154.000 LFT | 32.00000 4928.00| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0282 715-05169 366.000 LFT | 24.00000 8784.00| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0283 715-05171 154.000 LFT | 26.00000 4004.00| | PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0284 715-05173 226.000 LFT | 34.00000 7684.00| | PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0285 715-05175 140.000 LFT | 48.00000 6720.00| | PIPE, TYPE 3, CIRCULAR, 30 IN | | | 0286 715-05407 1177.600 LFT | 13.00000 15308.80| | PIPE, END BENT DRAIN, 6 IN | | | 0287 715-46000 42.000 EACH | 350.00000 14700.00| | PIPE END SECTION, 12 IN | | | 0288 715-46005 53.000 EACH | 390.00000 20670.00| | PIPE END SECTION, 15 IN | | | 0289 715-46010 18.000 EACH | 420.00000 7560.00| | PIPE END SECTION, 18 IN | | | 0290 715-46020 7.000 EACH | 700.00000 4900.00| | PIPE END SECTION, 24 IN | | | 0291 715-46030 4.000 EACH | 1000.00000 4000.00| | PIPE END SECTION, 30 IN | | | 0292 715-46040 20.000 EACH | 1250.00000 25000.00| | PIPE END SECTION, 36 IN | | | 0293 715-96881 2.000 EACH | 1800.00000 3600.00| | PIPE END SECTION, 54 IN | | | 0294 718-06528 117.000 EACH | 500.00000 58500.00| | OUTLET PROTECTOR, 1 | | | 0295 718-06529 278.000 EACH | 450.00000 125100.00| | OUTLET PROTECTOR, 2 | | | 0296 718-06532 10000.000 LFT | 0.85000 8500.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0297 718-34000 1534.000 LFT | 11.00000 16874.00| | PIPE, UNDERDRAIN, PERFORATED, 0.052 IN. | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -56 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0298 718-52610 23363.000 CYS | 43.00000 1004609.00| | AGGREGATE FOR UNDERDRAINS | | | 0299 718-99153 172605.000 SYS | 1.00000 172605.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0300 720-45041 8.000 EACH | 1400.00000 11200.00| | INLET, H5 | | | 0301 720-45065 25.000 EACH | 1700.00000 42500.00| | INLET, N12 | | | 0302 720-45066 70.000 EACH | 1800.00000 126000.00| | INLET, N12, MODIFIED | | | 0303 720-90349 4.000 EACH | 1200.00000 4800.00| | MANHOLE, C8 | | | 0304 722-95883 LUMP | 30000.00000 30000.00| | BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 1 | | | 0305 722-95883 LUMP | 35000.00000 35000.00| | BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 12 | | | 0306 722-95883 LUMP | 30000.00000 30000.00| | BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 2 | | | 0307 722-95883 LUMP | 15000.00000 15000.00| | BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 6 | | | 0308 722-95883 LUMP | 15000.00000 15000.00| | BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 7 | | | 0309 723-06660 198.000 SFT | 200.00000 39600.00| | WINGWALL | | | 0310 723-06927 166.000 LFT | 1000.00000 166000.00| | STRUCTURE, PRECAST THREE-SIDED, , 228" | | | X 48" | | | 0311 731-08252 94.000 LFT | 25.00000 2350.00| | LEVELING PAD | | | 0312 731-93945 73035.000 SFT | 16.00000 1168560.00| | FACE PANELS, CONCRETE | | | 0313 731-93946 73035.000 SFT | 10.00000 730350.00| | WALL ERECTION | | | 0314 731-93947 3371.000 LFT | 21.00000 70791.00| | LEVELING PAD, CONCRETE | | | 0315 801-03290 2.000 EACH | 225.00000 450.00| | CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -57 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0316 801-04308 4.000 EACH | 225.00000 900.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0317 801-06203 45700.000 LFT | 0.25000 11425.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0318 801-06625 42.000 EACH | 100.00000 4200.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0319 801-06640 39.000 EACH | 200.00000 7800.00| | CONSTRUCTION SIGN, A | | | 0320 801-06645 10.000 EACH | 90.00000 900.00| | CONSTRUCTION SIGN, B | | | 0321 801-06775 LUMP | 1100000.00000 1100000.00| | MAINTAINING TRAFFIC | | | 0322 801-07118 408.000 LFT | 15.00000 6120.00| | BARRICADE, III-A | | | 0323 801-07119 984.000 LFT | 15.00000 14760.00| | BARRICADE, III-B | | | 0324 801-07606 500.000 LFT | 25.00000 12500.00| | TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0325 801-52817 1.000 EACH | 65000.00000 65000.00| | TEMPORARY CROSSOVER, B | | | 0326 802-04893 38.000 EACH | 200.00000 7600.00| | REFERENCE POST | | | 0327 802-05701 1233.000 LFT | 13.00000 16029.00| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0328 802-05702 74.000 LFT | 12.00000 888.00| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0329 802-07057 2882.500 SFT | 17.00000 49002.50| | SIGN, PANEL, WITH LEGEND | | | 0330 802-07138 6.000 EACH | 360.00000 2160.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0331 802-07151 10.000 EACH | 350.00000 3500.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0332 802-07153 6.000 EACH | 375.00000 2250.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0333 802-07154 8.000 EACH | 400.00000 3200.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -58 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0334 802-08456 2.000 EACH | 350.00000 700.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0335 802-09577 1.000 EACH | 40000.00000 40000.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | TYPE E | | | 0336 802-09581 1.000 EACH | 6000.00000 6000.00| | CANTILEVER SIGN SUPPORT FOUNDATION, | | | DRILLED SHAFT, 36 IN. | | | 0337 802-09838 511.130 SFT | 15.00000 7666.95| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0338 802-09840 271.000 SFT | 17.00000 4607.00| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0339 802-76095 10366.000 LBS | 5.00000 51830.00| | STRUCTURAL STEEL, BREAKAWAY | | | 0340 802-76160 2.000 EACH | 2500.00000 5000.00| | BRIDGE BRACKET ASSEMBLY | | | 0341 802-76160 1.000 EACH | 6500.00000 6500.00| | BRIDGE BRACKET ASSEMBLY , STRUCTURE NO | | | 19 | | | 0342 802-76160 1.000 EACH | 6500.00000 6500.00| | BRIDGE BRACKET ASSEMBLY , STRUCTURE NO | | | 20 | | | 0343 804-06725 234.000 EACH | 37.00000 8658.00| | DELINEATOR WITH POST, D1 | | | 0344 804-06740 60.000 EACH | 32.00000 1920.00| | DELINEATOR WITH POST, D2 | | | 0345 804-06770 627.000 EACH | 33.00000 20691.00| | DELINEATOR POST | | | 0346 805-01842 8.000 EACH | 900.00000 7200.00| | HANDHOLE, SIGNAL | | | 0347 805-01844 1360.000 LFT | 16.00000 21760.00| | CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0348 808-01329 2.000 EACH | 125.00000 250.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WRONG WAY RAMP ARROW | | | 0349 808-06713 28997.000 LFT | 0.25000 7249.25| | LINE, PAINT, SOLID, WHITE, 4 IN | | | 0350 808-06714 29053.000 LFT | 0.25000 7263.25| | LINE, PAINT, SOLID, YELLOW, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -59 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0351 808-06716 29500.000 LFT | 0.40000 11800.00| | LINE, REMOVE | | | 0352 808-09381 LUMP | 6000.00000 6000.00| | RETRO-REFLECTIVITY TESTING | | | 0353 808-10031 3218.000 LFT | 0.50000 1609.00| | LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0354 808-10033 128917.000 LFT | 0.50000 64458.50| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0355 808-10034 112733.000 LFT | 0.50000 56366.50| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0356 808-10038 3495.000 LFT | 10.00000 34950.00| | TRANSVERSE MKGS MULTI-COMP SOLID WHITE, | | | CROSSHATCH LINE 24" | | | 0357 808-10047 234.000 LFT | 5.00000 1170.00| | TRANSVERSE MKGS MULTI-COMP, SOLID, | | | WHITE, CROSSHATCH LINE, 12" | | | 0358 808-10051 174.000 LFT | 10.00000 1740.00| | TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0359 808-10052 5.000 EACH | 200.00000 1000.00| | PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0360 808-10054 25268.000 LFT | 0.60000 15160.80| | LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | | 0361 808-10058 9097.000 LFT | 1.00000 9097.00| | LINE, MULTI-COMP, SOLID, YELLOW, 8 IN | | | 0362 808-10077 5.000 EACH | 150.00000 750.00| | PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0363 808-75297 261.000 LFT | 5.00000 1305.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0364 808-75998 1624.000 EACH | 16.00000 25984.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0372 707-08643 1525.000 LFT | 240.00000 366000.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | 0373 701-09557 2684.900 LFT | 55.00000 147669.50| | TEST PILE, DYNAMIC, PRODUCTION , HP, 12 | | | X 74 | | | 0374 701-09557 1986.000 LFT | 65.00000 129090.00| | TEST PILE, DYNAMIC, PRODUCTION , HP, 14 | | | X 89 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -60 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 707-08643 1525.000 LFT | 245.00000 373625.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60" X 48" | | | 0376 707-09598 740.000 LFT | 275.00000 203500.00| | STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0377 707-09598 740.000 LFT | 275.00000 203500.00| | STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 84 IN. X 48 IN. | | | 0378 202-03000 LUMP | 5000.00000 5000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 694 | | | 0379 714-04875 396.000 LFT | 920.00000 364320.00| | STRUCTURE, PRECAST, REINFORCED CONCRETE | | | BOX SECTIONS , 18' X 4' | | | 0380 714-09756 207.000 LFT | 1400.00000 289800.00| | STRUCTURE PRECAST REINFORCED CONCRETE | | | BOX SECTIONS 18 FT X 8 FT | | | 0381 707-06404 659.290 LFT | 275.00000 181304.75| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 60" X 49" | | | 0382 702-04325 LUMP | 18000.00000 18000.00| | TEMPORARY SHORING , STR N0 23 | | | 0383 702-04325 LUMP | 18000.00000 18000.00| | TEMPORARY SHORING , STR NO 24 | | | 0384 702-04325 LUMP | 18000.00000 18000.00| | TEMPORARY SHORING , STR NO 25 | | | SECTION TOTALS | $ 99,045,370.61| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS | | | 0365 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0366 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0367 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0368 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0369 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 155 -61 TABULATION OF BIDS CALL ORDER : 155 CONTRACT ID : IR-33045-A COUNTIES : DAVIESS PIKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0370 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0371 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 7.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 123,587,432.01| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -1 VENDOR RANKING CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD AND BRIDGE RECONSTRUCTION COMPLETION DATE : 10/31/11 LOCATION : ON US 31 FROM WESTERN WAY TO LOWES WAY PROJECT(S) : 0400116 1000013 1000014 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 6,347,757.31 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 6,708,917.00 105.6896% 3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 6,757,536.61 106.4555% 4 35-1917625 MILESTONE CONTRACTORS LP $ 6,978,700.00 109.9396% 5 35-1609544 SCHUTT-LOOKABILL CO $ 7,181,624.63 113.1364% 6 38-2675420 ANLAAN CORPORATION $ 7,329,591.46 115.4674% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -2 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 20150.00000 20150.00| 23400.00000 23400.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 350.00000 1050.00| 100.00000 300.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 45.000 MOS | 90.00000 4050.00| 100.00000 4500.00| 75.00000 3375.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 315000.00000 315000.00| 155000.00000 155000.00| 250000.00000 250000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 74993.02000 74993.02| 35000.00000 35000.00| 70000.00000 70000.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 650.000 SYS | 35.00000 22750.00| 15.00000 9750.00| 11.00000 7150.00 PAVEMENT REMOVAL , REINFORCED | | | 0015 202-02279 2928.000 LFT | 2.25000 6588.00| 7.50000 21960.00| 3.44000 10072.32 CURB AND GUTTER, REMOVE | | | 0016 202-05545 3547.000 CYS | 32.00000 113504.00| 31.00000 109957.00| 31.00000 109957.00 REGULATED MATERIALS, DISPOSE, C | | | 0017 202-05550 3547.000 CYS | 5.75000 20395.25| 5.50000 19508.50| 5.50000 19508.50 REGULATED MATERIALS, REMOVE, C | | | 0018 202-05555 3547.000 CYS | 15.00000 53205.00| 15.00000 53205.00| 15.00000 53205.00 REGULATED MATERIALS, TRANSPORT, C | | | 0019 202-07603 10.000 EACH | 550.00000 5500.00| 550.00000 5500.00| 550.00000 5500.00 TESTING FOR WASTE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -3 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-51328 LUMP | 160000.00000 160000.00| 170764.67000 170764.67| 240000.00000 240000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0021 202-90747 1135.000 LFT | 10.00000 11350.00| 10.00000 11350.00| 28.00000 31780.00 RETAINING WALL, REMOVE | | | 0022 202-94954 3525.000 LFT | 18.00000 63450.00| 18.00000 63450.00| 22.00000 77550.00 BARRIER WALL, CONCRETE, REMOVE | | | 0023 203-02000 9821.000 CYS | 9.75000 95754.75| 18.00000 176778.00| 19.00000 186599.00 EXCAVATION, COMMON | | | 0024 204-08415 6.000 EACH | 150.00000 900.00| 100.00000 600.00| 500.00000 3000.00 STAKES, SETTLEMENT | | | 0026 205-02770 427.000 SYS | 1.80000 768.60| 1.40000 597.80| 1.80000 768.60 EROSION CONTROL BLANKET | | | 0027 205-03371 100.000 CYS | 12.00000 1200.00| 42.00000 4200.00| 51.00000 5100.00 SEDIMENT, REMOVE | | | 0028 205-06933 2.000 EACH | 85.00000 170.00| 86.00000 172.00| 85.00000 170.00 TEMPORARY DITCH INLET PROTECTION | | | 0029 205-06937 4370.000 LFT | 1.20000 5244.00| 1.26000 5506.20| 1.15000 5025.50 TEMPORARY SILT FENCE | | | 0030 205-09543 90.000 TON | 28.00000 2520.00| 40.00000 3600.00| 22.00000 1980.00 NO 2 STONE | | | 0031 206-51230 74.000 CYS | 50.00000 3700.00| 50.00000 3700.00| 34.00000 2516.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0032 207-08263 11745.000 SYS | 6.25000 73406.25| 8.40000 98658.00| 8.50000 99832.50 SUBGRADE TREATMENT, TYPE IA | | | 0033 207-08267 3376.000 SYS | 9.00000 30384.00| 8.45000 28527.20| 6.00000 20256.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0034 211-02050 16792.000 CYS | 20.00000 335840.00| 20.00000 335840.00| 22.00000 369424.00 B BORROW | | | 0035 211-09264 1654.000 CYS | 24.50000 40523.00| 20.00000 33080.00| 10.00000 16540.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0036 211-09266 13289.000 CYS | 20.00000 265780.00| 30.00000 398670.00| 22.00000 292358.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0037 302-07455 89.400 CYS | 80.00000 7152.00| 80.00000 7152.00| 78.00000 6973.20 DENSE GRADED SUBBASE | | | 0038 306-08034 21267.000 SYS | 0.80000 17013.60| 1.00000 21267.00| 0.75000 15950.25 MILLING, ASPHALT, 1 1/2 IN | | | 0039 401-07404 1201.000 TON | 56.00000 67256.00| 58.00000 69658.00| 60.00000 72060.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0040 401-07409 2201.000 TON | 42.50000 93542.50| 44.00000 96844.00| 51.00000 112251.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0041 401-07429 1553.000 TON | 50.50000 78426.50| 52.00000 80756.00| 51.00000 79203.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -4 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 401-08364 1763.000 TON | 51.75000 91235.25| 48.00000 84624.00| 53.00000 93439.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0043 402-07433 255.000 TON | 62.75000 16001.25| 65.50000 16702.50| 70.00000 17850.00 HMA SURFACE, TYPE B | | | 0044 402-07441 491.000 TON | 42.25000 20744.75| 44.00000 21604.00| 56.00000 27496.00 HMA BASE, TYPE B | | | 0045 402-07452 1550.000 TON | 43.00000 66650.00| 50.00000 77500.00| 48.50000 75175.00 HMA WEDGE AND LEVEL, TYPE C | | | 0046 406-05520 25.000 TON | 525.00000 13125.00| 500.00000 12500.00| 100.00000 2500.00 ASPHALT FOR TACK COAT | | | 0047 410-09530 2488.000 TON | 100.00000 248800.00| 100.00000 248800.00| 98.00000 243824.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm - SMA | | | 0048 503-05240 62.000 LFT | 25.00000 1550.00| 25.00000 1550.00| 15.00000 930.00 D-1 CONTRACTION JOINT | | | 0049 601-06242 2.000 EACH | 10910.00000 21820.00| 11800.00000 23600.00| 10910.00000 21820.00 IMPACT ATTENUATOR, R2, W1, TL-2 | | | 0050 601-06294 1.000 EACH | 4560.00000 4560.00| 9000.00000 9000.00| 4560.00000 4560.00 IMPACT ATTENUATOR, RESET, ED, W1, TL-3 | | | 0051 601-09146 4.000 EACH | 21690.00000 86760.00| 9000.00000 36000.00| 22440.00000 89760.00 IMPACT ATTENUATOR, CR1, W1, TL-2 | | | 0052 602-06729 8.000 EACH | 15.00000 120.00| 13.00000 104.00| 20.00000 160.00 BARRIER DELINEATOR | | | 0053 602-08604 1209.000 LFT | 90.00000 108810.00| 65.00000 78585.00| 52.00000 62868.00 CONCRETE BARRIER, 45 IN, MODIFIED | | | 0054 604-07897 14.000 SYS | 123.00000 1722.00| 115.00000 1610.00| 250.00000 3500.00 CURB RAMP, CONCRETE, C | | | 0055 604-07899 73.000 SYS | 123.00000 8979.00| 115.00000 8395.00| 120.00000 8760.00 CURB RAMP, CONCRETE, E | | | 0056 604-07900 36.000 SYS | 123.00000 4428.00| 115.00000 4140.00| 150.00000 5400.00 CURB RAMP, CONCRETE, F | | | 0057 604-07901 77.000 SYS | 123.00000 9471.00| 115.00000 8855.00| 140.00000 10780.00 CURB RAMP, CONCRETE, G | | | 0058 604-07902 31.000 SYS | 123.00000 3813.00| 115.00000 3565.00| 140.00000 4340.00 CURB RAMP, CONCRETE, H | | | 0059 604-91531 377.000 SYS | 30.00000 11310.00| 26.00000 9802.00| 60.00000 22620.00 SIDEWALK, CONCRETE, 4 IN | | | 0060 605-06120 2597.000 LFT | 12.15000 31553.55| 9.50000 24671.50| 15.00000 38955.00 CURB, CONCRETE | | | 0061 605-06160 158.000 LFT | 15.65000 2472.70| 35.00000 5530.00| 40.00000 6320.00 CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0062 605-06165 1690.000 LFT | 15.65000 26448.50| 15.00000 25350.00| 15.00000 25350.00 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -5 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 605-06250 90.000 SYS | 100.50000 9045.00| 71.00000 6390.00| 120.00000 10800.00 CENTER CURB, C, CONCRETE , MODIFIED | | | 0064 609-06262 536.000 SYS | 95.00000 50920.00| 95.00000 50920.00| 100.00000 53600.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN | | | 0065 610-09108 38.000 SYS | 57.25000 2175.50| 82.00000 3116.00| 80.00000 3040.00 PCCP FOR APPROACHES, 9 IN | | | 0066 615-06490 6.000 EACH | 120.00000 720.00| 164.00000 984.00| 120.00000 720.00 RIGHT OF WAY MARKER | | | 0067 615-06505 5.000 EACH | 625.00000 3125.00| 695.00000 3475.00| 625.00000 3125.00 MONUMENT, B | | | 0068 616-02320 2753.000 SYS | 2.25000 6194.25| 3.50000 9635.50| 3.78000 10406.34 GEOTEXTILES | | | 0069 616-06405 5.800 TON | 40.00000 232.00| 78.00000 452.40| 170.00000 986.00 RIPRAP, REVETMENT | | | 0070 621-01004 3.000 EACH | 400.00000 1200.00| 650.00000 1950.00| 400.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-06545 1.000 TON | 600.00000 600.00| 410.00000 410.00| 600.00000 600.00 FERTILIZER | | | 0072 621-06554 269.000 LBS | 5.30000 1425.70| 8.40000 2259.60| 5.30000 1425.70 SEED MIXTURE, U , MODIFIED | | | 0073 621-06557 104.000 LBS | 2.00000 208.00| 3.68000 382.72| 2.00000 208.00 SEED MIXTURE, T | | | 0074 621-06565 4.000 TON | 350.00000 1400.00| 305.00000 1220.00| 350.00000 1400.00 MULCHING MATERIAL | | | 0075 621-06567 1.000 kGAL | 1.00000 1.00| 10.00000 10.00| 1.00000 1.00 WATER | | | 0076 621-06575 167.000 SYS | 5.00000 835.00| 6.55000 1093.85| 3.50000 584.50 SODDING, NURSERY | | | 0078 628-09402 15.000 MOS | 2000.00000 30000.00| 2400.00000 36000.00| 1500.00000 22500.00 FIELD OFFICE, B | | | 0079 628-09407 15.000 MOS | 225.00000 3375.00| 150.00000 2250.00| 300.00000 4500.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0080 701-06011 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| 2076.00000 4152.00 DYNAMIC PILE LOAD TEST | | | 0081 701-08253 8.000 EACH | 1000.00000 8000.00| 1000.00000 8000.00| 780.00000 6240.00 PILE SLEEVES | | | 0082 701-09557 170.000 LFT | 71.50000 12155.00| 71.50000 12155.00| 32.00000 5440.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0083 701-09559 2.000 EACH | 2300.00000 4600.00| 2300.00000 4600.00| 1800.00000 3600.00 TEST PILE, DYNAMIC, RESTRIKE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -6 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 701-09826 1154.000 LFT | 80.00000 92320.00| 80.00000 92320.00| 81.00000 93474.00 PILE, STEEL PIPE, 0.5 IN., 14 IN. | | | 0085 702-51005 91.800 CYS | 850.00000 78030.00| 850.00000 78030.00| 630.00000 57834.00 CONCRETE, A, SUBSTRUCTURE | | | 0086 702-51015 25.700 CYS | 400.00000 10280.00| 400.00000 10280.00| 420.00000 10794.00 CONCRETE, B, FOOTINGS | | | 0087 702-51110 5676.000 LBS | 2.75000 15609.00| 2.75000 15609.00| 3.75000 21285.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0088 702-51863 68.000 EACH | 15.00000 1020.00| 15.00000 1020.00| 11.00000 748.00 FIELD DRILLED HOLE IN CONCRETE | | | 0089 702-93722 20.000 CYS | 345.00000 6900.00| 345.00000 6900.00| 220.00000 4400.00 CONCRETE, C | | | 0090 703-06028 15500.000 LBS | 0.85000 13175.00| 0.85000 13175.00| 0.87000 13485.00 REINFORCING BARS | | | 0091 703-06029 442204.000 LBS | 0.90000 397983.60| 0.90000 397983.60| 0.85000 375873.40 REINFORCING BARS, EPOXY COATED | | | 0092 703-97936 1226.000 EACH | 21.00000 25746.00| 21.00000 25746.00| 21.74000 26653.24 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0093 704-51002 927.200 CYS | 435.00000 403332.00| 490.00000 454328.00| 570.00000 528504.00 CONCRETE, C, SUPERSTRUCTURE | | | 0094 706-06339 2699.000 LFT | 54.00000 145746.00| 76.00000 205124.00| 71.00000 191629.00 RAILING, PF-1 | | | 0095 706-06351 6.000 EACH | 2050.00000 12300.00| 2050.00000 12300.00| 2100.00000 12600.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , MODIFIED | | | 0096 706-08496 668.000 SYS | 85.00000 56780.00| 85.00000 56780.00| 70.00000 46760.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN | | | 0097 706-09545 167.000 CYS | 45.00000 7515.00| 35.00000 5845.00| 39.00000 6513.00 COARSE AGGREGATE, NO 8 | | | 0098 706-09545 1663.000 CYS | 35.00000 58205.00| 35.00000 58205.00| 39.00000 64857.00 COARSE AGGREGATE, NO 8 , FOR MSE WALLS | | | 0099 706-51020 255.700 CYS | 550.00000 140635.00| 550.00000 140635.00| 890.00000 227573.00 CONCRETE, C, RAILING | | | 0101 709-07733 LUMP | 17475.00000 17475.00| 17475.00000 17475.00| 17000.00000 17000.00 ANTI-GRAFFITI COAT | | | 0102 709-51821 LUMP | 11660.00000 11660.00| 11660.00000 11660.00| 11658.50000 11658.50 SURFACE SEAL | | | 0103 709-51821 LUMP | 118900.00000 118900.00| 118900.00000 118900.00| 118886.30000 118886.30 SURFACE SEAL , MODIFIED | | | 0104 711-51038 LUMP | 450000.00000 450000.00| 591025.00000 591025.00| 435000.00000 435000.00 STRUCTURAL STEEL | | | 0105 711-51864 18.000 EACH | 28.00000 504.00| 28.00000 504.00| 28.00000 504.00 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -7 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 715-05048 1841.000 LFT | 4.75000 8744.75| 3.90000 7179.90| 3.90000 7179.90 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0107 715-05149 856.000 LFT | 25.00000 21400.00| 35.00000 29960.00| 30.00000 25680.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0108 715-05151 281.000 LFT | 32.50000 9132.50| 43.00000 12083.00| 34.00000 9554.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0109 715-05152 280.000 LFT | 44.00000 12320.00| 40.00000 11200.00| 42.00000 11760.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0110 715-05161 51.000 LFT | 105.00000 5355.00| 120.00000 6120.00| 100.00000 5100.00 PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0111 715-09064 1468.000 LFT | 1.25000 1835.00| 1.25000 1835.00| 1.00000 1468.00 VIDEO INSPECTION FOR PIPE | | | 0112 715-46010 1.000 EACH | 675.00000 675.00| 400.00000 400.00| 681.02000 681.02 PIPE END SECTION, 18 IN | | | 0113 718-06532 1841.000 LFT | 0.90000 1656.90| 0.85000 1564.85| 1.00000 1841.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0114 718-52610 197.000 CYS | 42.50000 8372.50| 47.10000 9278.70| 47.10000 9278.70 AGGREGATE FOR UNDERDRAINS | | | 0115 718-99153 1911.000 SYS | 2.00000 3822.00| 2.40000 4586.40| 2.40000 4586.40 GEOTEXTILES FOR UNDERDRAIN | | | 0116 720-03194 1.000 EACH | 1675.00000 1675.00| 1500.00000 1500.00| 1629.79000 1629.79 MANHOLE , STRUCTURE, RECONSTRUCT | | | 0117 720-08659 7.000 EACH | 2450.00000 17150.00| 2900.00000 20300.00| 2619.23000 18334.61 MANHOLE, C5 , MODIFIED | | | 0118 720-44000 15.000 EACH | 325.00000 4875.00| 380.00000 5700.00| 486.54000 7298.10 CASTING, ADJUST TO GRADE | | | 0119 720-44025 3.000 EACH | 1050.00000 3150.00| 970.00000 2910.00| 556.99000 1670.97 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | , MODIFIES | | | 0120 720-44296 5.000 EACH | 425.00000 2125.00| 420.00000 2100.00| 1296.87000 6484.35 CAP INLET | | | 0121 720-45042 4.000 EACH | 1465.00000 5860.00| 2100.00000 8400.00| 1740.18000 6960.72 INLET, HA5 | | | 0122 720-45235 1.000 EACH | 1225.00000 1225.00| 1300.00000 1300.00| 1368.36000 1368.36 CATCH BASIN, E7 | | | 0123 720-45410 1.000 EACH | 2425.00000 2425.00| 2500.00000 2500.00| 2208.43000 2208.43 MANHOLE, C4 | | | 0124 720-98174 7.000 EACH | 1675.00000 11725.00| 2500.00000 17500.00| 2027.20000 14190.40 INLET, B15 | | | 0125 720-98555 10.000 EACH | 1750.00000 17500.00| 2550.00000 25500.00| 2040.47000 20404.70 INLET, C15 | | | 0126 720-98625 1.000 EACH | 5475.00000 5475.00| 3500.00000 3500.00| 2981.66000 2981.66 MANHOLE, C4, DROP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -8 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 731-93945 21018.000 SFT | 13.00000 273234.00| 13.00000 273234.00| 11.99000 252005.82 FACE PANELS, CONCRETE | | | 0128 731-93945 1659.000 SFT | 30.00000 49770.00| 30.00000 49770.00| 31.39000 52076.01 FACE PANELS, CONCRETE , MODIFIED | | | 0129 731-93945 2768.000 SFT | 8.00000 22144.00| 8.00000 22144.00| 9.47000 26212.96 FACE PANELS, CONCRETE , TEMPORARY | | | 0131 731-93946 25445.000 SFT | 5.00000 127225.00| 5.00000 127225.00| 6.35000 161575.75 WALL ERECTION | | | 0132 731-93947 1352.000 LFT | 60.00000 81120.00| 60.00000 81120.00| 51.68000 69871.36 LEVELING PAD, CONCRETE | | | 0133 801-02595 6.000 EACH | 302.50000 1815.00| 300.00000 1800.00| 300.00000 1800.00 CONTROLLER, RESET TIMING | | | 0134 801-03290 11.000 EACH | 275.00000 3025.00| 135.00000 1485.00| 137.76000 1515.36 CONSTRUCTION SIGN, C | | | 0135 801-03291 12.000 EACH | 170.00000 2040.00| 65.00000 780.00| 66.33000 795.96 CONSTRUCTION SIGN, D | | | 0136 801-06203 30791.000 LFT | 0.22000 6774.02| 0.12000 3694.92| 0.12000 3694.92 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0137 801-06207 4871.000 LFT | 1.05000 5114.55| 0.90000 4383.90| 0.92000 4481.32 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0138 801-06211 43.000 EACH | 90.00000 3870.00| 45.00000 1935.00| 45.92000 1974.56 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0139 801-06539 LUMP | 655.00000 655.00| 650.00000 650.00| 650.00000 650.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , 146TH STREET AND GREYHOUND | | | PASS/ LOWES | | | 0140 801-06539 LUMP | 655.00000 655.00| 650.00000 650.00| 650.00000 650.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , 146TH STREET AND WESTERN | | | WAY/ CLAY | | | 0141 801-06577 206.000 LFT | 7.55000 1555.30| 5.50000 1133.00| 5.61000 1155.66 TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | 0142 801-06640 71.000 EACH | 225.00000 15975.00| 120.00000 8520.00| 122.45000 8693.95 CONSTRUCTION SIGN, A | | | 0143 801-06645 80.000 EACH | 125.00000 10000.00| 65.00000 5200.00| 66.33000 5306.40 CONSTRUCTION SIGN, B | | | 0144 801-06710 190.000 DAY | 17.25000 3277.50| 10.00000 1900.00| 10.20000 1938.00 FLASHING ARROW SIGN | | | 0145 801-06775 LUMP | 100000.00000 100000.00| 172073.40000 172073.40| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -9 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 801-07023 8.000 EACH | 4885.00000 39080.00| 3300.00000 26400.00| 4885.00000 39080.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0147 801-07024 1.000 EACH | 7450.00000 7450.00| 4995.00000 4995.00| 7450.00000 7450.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0148 801-07118 170.000 LFT | 13.25000 2252.50| 8.95000 1521.50| 9.13000 1552.10 BARRICADE, III-A | | | 0149 801-07119 72.000 LFT | 15.25000 1098.00| 11.95000 860.40| 12.19000 877.68 BARRICADE, III-B | | | 0150 801-08401 1261.000 LFT | 8.00000 10088.00| 21.00000 26481.00| 21.97000 27704.17 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0151 801-08402 156.000 LFT | 30.00000 4680.00| 21.00000 3276.00| 39.48000 6158.88 TEMPORARY TRAFFIC BARRIER, TYPE 3 | | | 0152 801-08508 3234.000 LFT | 8.00000 25872.00| 30.00000 97020.00| 29.00000 93786.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0153 801-08509 922.000 LFT | 35.00000 32270.00| 21.00000 19362.00| 44.14000 40697.08 TEMP TRAFFIC BARRIER, TYPE 3, ANCHORED | | | 0154 801-09133 2.000 EACH | 8500.00000 17000.00| 3500.00000 7000.00| 3571.43000 7142.86 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0155 801-94295 46.000 EACH | 125.00000 5750.00| 125.00000 5750.00| 125.00000 5750.00 SIGNAL HEAD, RELOCATE | | | 0156 802-05701 85.000 LFT | 13.00000 1105.00| 13.00000 1105.00| 13.00000 1105.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0157 802-07059 9.000 EACH | 25.00000 225.00| 25.00000 225.00| 25.00000 225.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0158 802-07060 61.000 EACH | 20.00000 1220.00| 20.00000 1220.00| 20.00000 1220.00 SIGN, SHEET, RELOCATE | | | 0159 802-09838 250.000 SFT | 13.75000 3437.50| 13.75000 3437.50| 13.75000 3437.50 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0160 802-09840 36.000 SFT | 15.00000 540.00| 15.00000 540.00| 15.00000 540.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0161 802-09842 246.000 SFT | 20.00000 4920.00| 20.00000 4920.00| 20.00000 4920.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0162 805-01300 2.000 EACH | 1775.00000 3550.00| 1775.00000 3550.00| 1775.00000 3550.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0163 805-01815 9.000 EACH | 2650.00000 23850.00| 2650.00000 23850.00| 2650.00000 23850.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0164 805-01842 36.000 EACH | 875.00000 31500.00| 875.00000 31500.00| 875.00000 31500.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -10 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 805-02087 LUMP | 450.00000 450.00| 450.00000 450.00| 450.00000 450.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0166 805-02328 11041.000 LFT | 0.10000 1104.10| 0.10000 1104.10| 0.10000 1104.10 SIGNAL CABLE, 1C 14GA | | | 0167 805-02373 2070.000 LFT | 2.30000 4761.00| 2.30000 4761.00| 2.30000 4761.00 SIGNAL INTERCONNECT CABLE, FIBER OPTIC | | | 0168 805-02658 80.000 LFT | 2.45000 196.00| 2.45000 196.00| 2.45000 196.00 CABLE, COAXIAL | | | 0169 805-08466 1.000 EACH | 425.00000 425.00| 425.00000 425.00| 425.00000 425.00 RADIO ANTENNA, 9db, YAGI | | | 0170 805-09539 16.000 EACH | 290.00000 4640.00| 290.00000 4640.00| 290.00000 4640.00 LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0171 805-78106 1.000 EACH | 29200.00000 29200.00| 29200.00000 29200.00| 29200.00000 29200.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0172 805-78109 2.000 EACH | 20400.00000 40800.00| 20400.00000 40800.00| 20400.00000 40800.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0173 805-78205 17.000 EACH | 710.00000 12070.00| 710.00000 12070.00| 710.00000 12070.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0174 805-78215 10.000 EACH | 735.00000 7350.00| 735.00000 7350.00| 735.00000 7350.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER ARROW, GREEN ARROW | | | 0175 805-78230 9.000 EACH | 1000.00000 9000.00| 1000.00000 9000.00| 1000.00000 9000.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0176 805-78370 8.000 EACH | 1000.00000 8000.00| 1000.00000 8000.00| 1000.00000 8000.00 PEDESTRIAN PUSH BUTTON | | | 0177 805-78415 10.000 EACH | 1700.00000 17000.00| 1700.00000 17000.00| 1700.00000 17000.00 SPAN, CATENARY, AND TETHER | | | 0178 805-78420 12.000 EACH | 240.00000 2880.00| 240.00000 2880.00| 240.00000 2880.00 DISCONNECT HANGER | | | 0179 805-78445 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 SIGNAL SERVICE | | | 0180 805-78467 242.000 LFT | 2.40000 580.80| 2.40000 580.80| 2.40000 580.80 SIGNAL CABLE, 3C 8GA | | | 0181 805-78480 1272.000 LFT | 1.15000 1462.80| 1.15000 1462.80| 1.15000 1462.80 SIGNAL CABLE, 3C 14GA | | | 0182 805-78485 2925.000 LFT | 1.35000 3948.75| 1.35000 3948.75| 1.35000 3948.75 SIGNAL CABLE, 5C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -11 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0183 805-78490 2350.000 LFT | 1.55000 3642.50| 1.55000 3642.50| 1.55000 3642.50 SIGNAL CABLE, 7C 14GA | | | 0184 805-78510 8244.000 LFT | 0.68000 5605.92| 0.68000 5605.92| 0.68000 5605.92 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0185 805-78785 30.000 EACH | 700.00000 21000.00| 700.00000 21000.00| 700.00000 21000.00 SIGNAL DETECTOR HOUSING | | | 0186 805-78795 4642.000 LFT | 6.00000 27852.00| 6.00000 27852.00| 6.00000 27852.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0187 805-78925 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0188 805-79020 LUMP | 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00 TRAFFIC SIGNAL INSTALLATION | | | 0189 805-81060 5.000 EACH | 4800.00000 24000.00| 4800.00000 24000.00| 4800.00000 24000.00 SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0190 805-92504 7.000 EACH | 260.00000 1820.00| 260.00000 1820.00| 260.00000 1820.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0191 807-06592 1540.000 LFT | 11.50000 17710.00| 11.50000 17710.00| 11.50000 17710.00 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0193 808-06368 62.000 LFT | 5.00000 310.00| 2.45000 151.90| 2.50000 155.00 TRANSVERSE MARKING, REMOVE | | | 0194 808-06716 10085.000 LFT | 0.37000 3731.45| 0.24000 2420.40| 0.24000 2420.40 LINE, REMOVE | | | 0206 808-74812 759.000 LFT | 4.50000 3415.50| 8.95000 6793.05| 9.13000 6929.67 TRANSVERSE MARKING, PREFORMED PLASTIC, | | | SOLID, YELLOW CROSSHATCH LINE, 12" | | | 0207 808-75051 662.000 LFT | 1.50000 993.00| 2.95000 1952.90| 3.01000 1992.62 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN | | | 0208 808-75054 662.000 LFT | 1.50000 993.00| 2.95000 1952.90| 3.01000 1992.62 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN | | | 0210 808-75059 166.000 LFT | 1.50000 249.00| 2.95000 489.70| 3.01000 499.66 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN | | | 0214 808-75996 225.000 EACH | 10.25000 2306.25| 10.25000 2306.25| 5.05000 1136.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0215 808-75998 206.000 EACH | 22.65000 4665.90| 22.65000 4665.90| 22.19000 4571.14 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0216 808-05866 42.600 SYS | 33.00000 1405.80| 20.95000 892.47| 21.38000 910.79 PAVEMENT MESSAGE MARKING, REMOVE | | | 0217 808-75320 38.000 EACH | 77.00000 2926.00| 55.00000 2090.00| 56.12000 2132.56 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -12 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0218 808-75325 19.000 EACH | 89.00000 1691.00| 75.00000 1425.00| 76.53000 1454.07 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0219 808-75297 557.000 LFT | 5.00000 2785.00| 3.95000 2200.15| 4.03000 2244.71 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0220 808-06701 2287.000 LFT | 0.50000 1143.50| 0.38000 869.06| 0.39000 891.93 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0221 808-06703 11519.000 LFT | 0.50000 5759.50| 0.38000 4377.22| 0.39000 4492.41 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0222 808-75245 11858.000 LFT | 0.50000 5929.00| 0.38000 4506.04| 0.39000 4624.62 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0223 808-75240 123.000 LFT | 1.00000 123.00| 1.50000 184.50| 1.53000 188.19 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0224 808-06705 296.000 LFT | 1.75000 518.00| 1.32000 390.72| 1.35000 399.60 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0225 808-01045 83.000 LFT | 1.00000 83.00| 5.96000 494.68| 6.08000 504.64 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN, 2 FT 4 FT. GAP | | | 0226 808-92027 582.000 LFT | 1.75000 1018.50| 1.32000 768.24| 1.35000 785.70 LINE, THERMO, SOLID, YELLOW, 8 IN | | | 0227 808-98796 96.000 LFT | 1.00000 96.00| 3.65000 350.40| 3.72000 357.12 LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | | 2FT LINE, 4FT GAP | | | 0228 808-05929 1354.000 LFT | 1.75000 2369.50| 0.98000 1326.92| 1.00000 1354.00 TRANSVERSE MARKING THERMOPLASTIC, | | | CROSSWALK LINE, 8" | | | 0229 808-75260 72.000 LFT | 2.50000 180.00| 1.98000 142.56| 2.02000 145.44 TRANSVERSE MARKING THERMOPLASTIC, SOLID | | | CROSSHATCH LINE, WHITE, 12" | | | 0230 808-03439 350.000 LFT | 5.00000 1750.00| 3.95000 1382.50| 4.03000 1410.50 TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK, WHITE 24" | | | 0231 808-75278 1242.000 LFT | 2.50000 3105.00| 1.98000 2459.16| 2.02000 2508.84 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | SECTION TOTALS | $ 6,347,757.31| $ 6,708,917.00| $ 6,757,536.61 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,347,757.31| $ 6,708,917.00| $ 6,757,536.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -13 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 24000.00000 24000.00| 24322.50000 24322.50| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 392.78000 1178.34| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 45.000 MOS | 85.00000 3825.00| 103.50000 4657.50| 130.00000 5850.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 324000.00000 324000.00| 487459.13000 487459.13| 350000.00000 350000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 35993.64000 35993.64| 27125.41000 27125.41| 37000.00000 37000.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 650.000 SYS | 40.00000 26000.00| 23.92000 15548.00| 22.00000 14300.00 PAVEMENT REMOVAL , REINFORCED | | | 0015 202-02279 2928.000 LFT | 5.00000 14640.00| 2.77000 8110.56| 8.00000 23424.00 CURB AND GUTTER, REMOVE | | | 0016 202-05545 3547.000 CYS | 32.00000 113504.00| 32.09000 113823.23| 31.00000 109957.00 REGULATED MATERIALS, DISPOSE, C | | | 0017 202-05550 3547.000 CYS | 5.50000 19508.50| 5.69000 20182.43| 5.50000 19508.50 REGULATED MATERIALS, REMOVE, C | | | 0018 202-05555 3547.000 CYS | 15.00000 53205.00| 15.53000 55084.91| 15.00000 53205.00 REGULATED MATERIALS, TRANSPORT, C | | | 0019 202-07603 10.000 EACH | 550.00000 5500.00| 569.25000 5692.50| 550.00000 5500.00 TESTING FOR WASTE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -14 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-51328 LUMP | 250000.00000 250000.00| 192287.00000 192287.00| 300000.00000 300000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0021 202-90747 1135.000 LFT | 21.00000 23835.00| 21.73000 24663.55| 20.00000 22700.00 RETAINING WALL, REMOVE | | | 0022 202-94954 3525.000 LFT | 21.00000 74025.00| 8.54000 30103.50| 24.00000 84600.00 BARRIER WALL, CONCRETE, REMOVE | | | 0023 203-02000 9821.000 CYS | 12.00000 117852.00| 18.73000 183947.33| 28.00000 274988.00 EXCAVATION, COMMON | | | 0024 204-08415 6.000 EACH | 100.00000 600.00| 412.71000 2476.26| 125.00000 750.00 STAKES, SETTLEMENT | | | 0026 205-02770 427.000 SYS | 1.80000 768.60| 1.86000 794.22| 1.25000 533.75 EROSION CONTROL BLANKET | | | 0027 205-03371 100.000 CYS | 20.00000 2000.00| 15.46000 1546.00| 10.00000 1000.00 SEDIMENT, REMOVE | | | 0028 205-06933 2.000 EACH | 500.00000 1000.00| 87.98000 175.96| 85.00000 170.00 TEMPORARY DITCH INLET PROTECTION | | | 0029 205-06937 4370.000 LFT | 1.75000 7647.50| 1.19000 5200.30| 1.35000 5899.50 TEMPORARY SILT FENCE | | | 0030 205-09543 90.000 TON | 22.00000 1980.00| 14.48000 1303.20| 19.00000 1710.00 NO 2 STONE | | | 0031 206-51230 74.000 CYS | 22.00000 1628.00| 109.69000 8117.06| 110.00000 8140.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0032 207-08263 11745.000 SYS | 4.75000 55788.75| 7.20000 84564.00| 0.85000 9983.25 SUBGRADE TREATMENT, TYPE IA | | | 0033 207-08267 3376.000 SYS | 8.50000 28696.00| 11.59000 39127.84| 12.00000 40512.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0034 211-02050 16792.000 CYS | 20.00000 335840.00| 25.83000 433737.36| 14.00000 235088.00 B BORROW | | | 0035 211-09264 1654.000 CYS | 20.00000 33080.00| 29.43000 48677.22| 25.00000 41350.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0036 211-09266 13289.000 CYS | 20.00000 265780.00| 27.37000 363719.93| 16.00000 212624.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0037 302-07455 89.400 CYS | 85.00000 7599.00| 59.03000 5277.28| 23.00000 2056.20 DENSE GRADED SUBBASE | | | 0038 306-08034 21267.000 SYS | 1.50000 31900.50| 1.26000 26796.42| 0.80000 17013.60 MILLING, ASPHALT, 1 1/2 IN | | | 0039 401-07404 1201.000 TON | 76.00000 91276.00| 57.86000 69489.86| 65.00000 78065.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0040 401-07409 2201.000 TON | 58.00000 127658.00| 43.68000 96139.68| 49.00000 107849.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0041 401-07429 1553.000 TON | 69.00000 107157.00| 51.75000 80367.75| 49.00000 76097.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -15 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 401-08364 1763.000 TON | 63.00000 111069.00| 53.30000 93967.90| 53.00000 93439.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0043 402-07433 255.000 TON | 62.00000 15810.00| 64.79000 16521.45| 72.00000 18360.00 HMA SURFACE, TYPE B | | | 0044 402-07441 491.000 TON | 55.00000 27005.00| 43.47000 21343.77| 50.00000 24550.00 HMA BASE, TYPE B | | | 0045 402-07452 1550.000 TON | 65.00000 100750.00| 44.25000 68587.50| 50.00000 77500.00 HMA WEDGE AND LEVEL, TYPE C | | | 0046 406-05520 25.000 TON | 300.00000 7500.00| 538.20000 13455.00| 200.00000 5000.00 ASPHALT FOR TACK COAT | | | 0047 410-09530 2488.000 TON | 110.00000 273680.00| 103.50000 257508.00| 97.00000 241336.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm - SMA | | | 0048 503-05240 62.000 LFT | 20.00000 1240.00| 15.46000 958.52| 25.00000 1550.00 D-1 CONTRACTION JOINT | | | 0049 601-06242 2.000 EACH | 11200.00000 22400.00| 11291.85000 22583.70| 11800.00000 23600.00 IMPACT ATTENUATOR, R2, W1, TL-2 | | | 0050 601-06294 1.000 EACH | 5100.00000 5100.00| 4719.60000 4719.60| 9900.00000 9900.00 IMPACT ATTENUATOR, RESET, ED, W1, TL-3 | | | 0051 601-09146 4.000 EACH | 23000.00000 92000.00| 23225.40000 92901.60| 20750.00000 83000.00 IMPACT ATTENUATOR, CR1, W1, TL-2 | | | 0052 602-06729 8.000 EACH | 25.00000 200.00| 15.53000 124.24| 13.00000 104.00 BARRIER DELINEATOR | | | 0053 602-08604 1209.000 LFT | 80.00000 96720.00| 92.06000 111300.54| 85.00000 102765.00 CONCRETE BARRIER, 45 IN, MODIFIED | | | 0054 604-07897 14.000 SYS | 165.00000 2310.00| 103.12000 1443.68| 110.00000 1540.00 CURB RAMP, CONCRETE, C | | | 0055 604-07899 73.000 SYS | 165.00000 12045.00| 92.83000 6776.59| 110.00000 8030.00 CURB RAMP, CONCRETE, E | | | 0056 604-07900 36.000 SYS | 165.00000 5940.00| 82.54000 2971.44| 110.00000 3960.00 CURB RAMP, CONCRETE, F | | | 0057 604-07901 77.000 SYS | 165.00000 12705.00| 107.23000 8256.71| 110.00000 8470.00 CURB RAMP, CONCRETE, G | | | 0058 604-07902 31.000 SYS | 165.00000 5115.00| 107.23000 3324.13| 110.00000 3410.00 CURB RAMP, CONCRETE, H | | | 0059 604-91531 377.000 SYS | 47.00000 17719.00| 25.13000 9474.01| 30.00000 11310.00 SIDEWALK, CONCRETE, 4 IN | | | 0060 605-06120 2597.000 LFT | 14.00000 36358.00| 11.62000 30177.14| 12.00000 31164.00 CURB, CONCRETE | | | 0061 605-06160 158.000 LFT | 30.00000 4740.00| 33.79000 5338.82| 15.50000 2449.00 CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0062 605-06165 1690.000 LFT | 16.50000 27885.00| 30.49000 51528.10| 15.50000 26195.00 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -16 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 605-06250 90.000 SYS | 105.00000 9450.00| 137.33000 12359.70| 100.00000 9000.00 CENTER CURB, C, CONCRETE , MODIFIED | | | 0064 609-06262 536.000 SYS | 95.00000 50920.00| 94.51000 50657.36| 89.00000 47704.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN | | | 0065 610-09108 38.000 SYS | 100.00000 3800.00| 53.88000 2047.44| 57.00000 2166.00 PCCP FOR APPROACHES, 9 IN | | | 0066 615-06490 6.000 EACH | 125.00000 750.00| 434.70000 2608.20| 165.00000 990.00 RIGHT OF WAY MARKER | | | 0067 615-06505 5.000 EACH | 625.00000 3125.00| 646.88000 3234.40| 695.00000 3475.00 MONUMENT, B | | | 0068 616-02320 2753.000 SYS | 2.00000 5506.00| 6.19000 17041.07| 2.50000 6882.50 GEOTEXTILES | | | 0069 616-06405 5.800 TON | 25.00000 145.00| 58.32000 338.26| 29.00000 168.20 RIPRAP, REVETMENT | | | 0070 621-01004 3.000 EACH | 400.00000 1200.00| 414.00000 1242.00| 400.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-06545 1.000 TON | 600.00000 600.00| 621.00000 621.00| 600.00000 600.00 FERTILIZER | | | 0072 621-06554 269.000 LBS | 5.30000 1425.70| 5.49000 1476.81| 5.30000 1425.70 SEED MIXTURE, U , MODIFIED | | | 0073 621-06557 104.000 LBS | 2.00000 208.00| 2.07000 215.28| 2.00000 208.00 SEED MIXTURE, T | | | 0074 621-06565 4.000 TON | 350.00000 1400.00| 362.25000 1449.00| 350.00000 1400.00 MULCHING MATERIAL | | | 0075 621-06567 1.000 kGAL | 1.00000 1.00| 1.04000 1.04| 1.00000 1.00 WATER | | | 0076 621-06575 167.000 SYS | 10.00000 1670.00| 3.62000 604.54| 3.50000 584.50 SODDING, NURSERY | | | 0078 628-09402 15.000 MOS | 2500.00000 37500.00| 2103.80000 31557.00| 1000.00000 15000.00 FIELD OFFICE, B | | | 0079 628-09407 15.000 MOS | 220.00000 3300.00| 289.54000 4343.10| 200.00000 3000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0080 701-06011 2.000 EACH | 2000.00000 4000.00| 2228.00000 4456.00| 150.00000 300.00 DYNAMIC PILE LOAD TEST | | | 0081 701-08253 8.000 EACH | 650.00000 5200.00| 1815.46000 14523.68| 350.00000 2800.00 PILE SLEEVES | | | 0082 701-09557 170.000 LFT | 50.00000 8500.00| 84.21000 14315.70| 60.00000 10200.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0083 701-09559 2.000 EACH | 1200.00000 2400.00| 1124.00000 2248.00| 500.00000 1000.00 TEST PILE, DYNAMIC, RESTRIKE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -17 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 701-09826 1154.000 LFT | 80.00000 92320.00| 79.48000 91719.92| 60.00000 69240.00 PILE, STEEL PIPE, 0.5 IN., 14 IN. | | | 0085 702-51005 91.800 CYS | 800.00000 73440.00| 600.20000 55098.36| 750.00000 68850.00 CONCRETE, A, SUBSTRUCTURE | | | 0086 702-51015 25.700 CYS | 420.00000 10794.00| 372.95000 9584.82| 150.00000 3855.00 CONCRETE, B, FOOTINGS | | | 0087 702-51110 5676.000 LBS | 3.00000 17028.00| 1.83000 10387.08| 4.00000 22704.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0088 702-51863 68.000 EACH | 7.50000 510.00| 10.68000 726.24| 50.00000 3400.00 FIELD DRILLED HOLE IN CONCRETE | | | 0089 702-93722 20.000 CYS | 500.00000 10000.00| 304.96000 6099.20| 150.00000 3000.00 CONCRETE, C | | | 0090 703-06028 15500.000 LBS | 0.90000 13950.00| 0.80000 12400.00| 0.70000 10850.00 REINFORCING BARS | | | 0091 703-06029 442204.000 LBS | 0.90000 397983.60| 0.87000 384717.48| 0.80000 353763.20 REINFORCING BARS, EPOXY COATED | | | 0092 703-97936 1226.000 EACH | 20.00000 24520.00| 19.00000 23294.00| 35.00000 42910.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0093 704-51002 927.200 CYS | 400.00000 370880.00| 494.57000 458565.30| 1000.00000 927200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0094 706-06339 2699.000 LFT | 65.00000 175435.00| 55.89000 150847.11| 45.00000 121455.00 RAILING, PF-1 | | | 0095 706-06351 6.000 EACH | 3800.00000 22800.00| 2500.00000 15000.00| 5000.00000 30000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , MODIFIED | | | 0096 706-08496 668.000 SYS | 120.00000 80160.00| 158.15000 105644.20| 75.00000 50100.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN | | | 0097 706-09545 167.000 CYS | 40.00000 6680.00| 43.05000 7189.35| 28.00000 4676.00 COARSE AGGREGATE, NO 8 | | | 0098 706-09545 1663.000 CYS | 40.00000 66520.00| 37.71000 62711.73| 28.00000 46564.00 COARSE AGGREGATE, NO 8 , FOR MSE WALLS | | | 0099 706-51020 255.700 CYS | 850.00000 217345.00| 744.98000 190491.39| 2000.00000 511400.00 CONCRETE, C, RAILING | | | 0101 709-07733 LUMP | 20000.00000 20000.00| 18083.52000 18083.52| 20000.00000 20000.00 ANTI-GRAFFITI COAT | | | 0102 709-51821 LUMP | 12000.00000 12000.00| 12066.55000 12066.55| 15000.00000 15000.00 SURFACE SEAL | | | 0103 709-51821 LUMP | 110000.00000 110000.00| 78453.00000 78453.00| 80000.00000 80000.00 SURFACE SEAL , MODIFIED | | | 0104 711-51038 LUMP | 560000.00000 560000.00| 650989.00000 650989.00| 600000.00000 600000.00 STRUCTURAL STEEL | | | 0105 711-51864 18.000 EACH | 28.00000 504.00| 31.64000 569.52| 30.00000 540.00 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -18 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 715-05048 1841.000 LFT | 4.00000 7364.00| 4.04000 7437.64| 6.90000 12702.90 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0107 715-05149 856.000 LFT | 35.00000 29960.00| 27.40000 23454.40| 24.00000 20544.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0108 715-05151 281.000 LFT | 36.00000 10116.00| 32.30000 9076.30| 28.00000 7868.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0109 715-05152 280.000 LFT | 38.00000 10640.00| 32.46000 9088.80| 29.00000 8120.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0110 715-05161 51.000 LFT | 125.00000 6375.00| 90.30000 4605.30| 110.00000 5610.00 PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0111 715-09064 1468.000 LFT | 1.50000 2202.00| 1.55000 2275.40| 2.00000 2936.00 VIDEO INSPECTION FOR PIPE | | | 0112 715-46010 1.000 EACH | 400.00000 400.00| 825.41000 825.41| 260.00000 260.00 PIPE END SECTION, 18 IN | | | 0113 718-06532 1841.000 LFT | 1.00000 1841.00| 1.55000 2853.55| 0.85000 1564.85 VIDEO INSPECTION FOR UNDERDRAINS | | | 0114 718-52610 197.000 CYS | 50.00000 9850.00| 48.75000 9603.75| 46.00000 9062.00 AGGREGATE FOR UNDERDRAINS | | | 0115 718-99153 1911.000 SYS | 2.50000 4777.50| 2.48000 4739.28| 2.00000 3822.00 GEOTEXTILES FOR UNDERDRAIN | | | 0116 720-03194 1.000 EACH | 4000.00000 4000.00| 2082.82000 2082.82| 2200.00000 2200.00 MANHOLE , STRUCTURE, RECONSTRUCT | | | 0117 720-08659 7.000 EACH | 2300.00000 16100.00| 2598.50000 18189.50| 2800.00000 19600.00 MANHOLE, C5 , MODIFIED | | | 0118 720-44000 15.000 EACH | 350.00000 5250.00| 618.41000 9276.15| 450.00000 6750.00 CASTING, ADJUST TO GRADE | | | 0119 720-44025 3.000 EACH | 600.00000 1800.00| 824.77000 2474.31| 700.00000 2100.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | , MODIFIES | | | 0120 720-44296 5.000 EACH | 600.00000 3000.00| 638.99000 3194.95| 500.00000 2500.00 CAP INLET | | | 0121 720-45042 4.000 EACH | 1500.00000 6000.00| 1569.32000 6277.28| 1050.00000 4200.00 INLET, HA5 | | | 0122 720-45235 1.000 EACH | 1500.00000 1500.00| 1342.65000 1342.65| 1550.00000 1550.00 CATCH BASIN, E7 | | | 0123 720-45410 1.000 EACH | 2100.00000 2100.00| 2424.88000 2424.88| 1900.00000 1900.00 MANHOLE, C4 | | | 0124 720-98174 7.000 EACH | 1800.00000 12600.00| 2098.60000 14690.20| 2200.00000 15400.00 INLET, B15 | | | 0125 720-98555 10.000 EACH | 1900.00000 19000.00| 2175.89000 21758.90| 2200.00000 22000.00 INLET, C15 | | | 0126 720-98625 1.000 EACH | 4200.00000 4200.00| 4969.54000 4969.54| 3500.00000 3500.00 MANHOLE, C4, DROP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -19 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 731-93945 21018.000 SFT | 17.00000 357306.00| 13.89000 291940.02| 12.00000 252216.00 FACE PANELS, CONCRETE | | | 0128 731-93945 1659.000 SFT | 18.00000 29862.00| 17.74000 29430.66| 31.00000 51429.00 FACE PANELS, CONCRETE , MODIFIED | | | 0129 731-93945 2768.000 SFT | 10.00000 27680.00| 8.49000 23500.32| 9.00000 24912.00 FACE PANELS, CONCRETE , TEMPORARY | | | 0131 731-93946 25445.000 SFT | 7.00000 178115.00| 5.86000 149107.70| 5.00000 127225.00 WALL ERECTION | | | 0132 731-93947 1352.000 LFT | 20.00000 27040.00| 19.45000 26296.40| 12.00000 16224.00 LEVELING PAD, CONCRETE | | | 0133 801-02595 6.000 EACH | 325.00000 1950.00| 310.50000 1863.00| 300.00000 1800.00 CONTROLLER, RESET TIMING | | | 0134 801-03290 11.000 EACH | 135.00000 1485.00| 139.73000 1537.03| 135.00000 1485.00 CONSTRUCTION SIGN, C | | | 0135 801-03291 12.000 EACH | 65.00000 780.00| 67.28000 807.36| 65.00000 780.00 CONSTRUCTION SIGN, D | | | 0136 801-06203 30791.000 LFT | 0.12000 3694.92| 0.12000 3694.92| 0.12000 3694.92 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0137 801-06207 4871.000 LFT | 0.90000 4383.90| 0.93000 4530.03| 0.90000 4383.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0138 801-06211 43.000 EACH | 45.00000 1935.00| 46.58000 2002.94| 45.00000 1935.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0139 801-06539 LUMP | 650.00000 650.00| 672.75000 672.75| 650.00000 650.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , 146TH STREET AND GREYHOUND | | | PASS/ LOWES | | | 0140 801-06539 LUMP | 650.00000 650.00| 672.75000 672.75| 650.00000 650.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , 146TH STREET AND WESTERN | | | WAY/ CLAY | | | 0141 801-06577 206.000 LFT | 5.50000 1133.00| 5.69000 1172.14| 5.50000 1133.00 TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | 0142 801-06640 71.000 EACH | 120.00000 8520.00| 124.20000 8818.20| 120.00000 8520.00 CONSTRUCTION SIGN, A | | | 0143 801-06645 80.000 EACH | 65.00000 5200.00| 67.28000 5382.40| 65.00000 5200.00 CONSTRUCTION SIGN, B | | | 0144 801-06710 190.000 DAY | 10.00000 1900.00| 10.35000 1966.50| 10.00000 1900.00 FLASHING ARROW SIGN | | | 0145 801-06775 LUMP | 137000.00000 137000.00| 89273.23000 89273.23| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -20 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 801-07023 8.000 EACH | 4885.00000 39080.00| 5055.98000 40447.84| 3300.00000 26400.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0147 801-07024 1.000 EACH | 7450.00000 7450.00| 7710.75000 7710.75| 4995.00000 4995.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0148 801-07118 170.000 LFT | 8.95000 1521.50| 9.26000 1574.20| 8.95000 1521.50 BARRICADE, III-A | | | 0149 801-07119 72.000 LFT | 11.95000 860.40| 12.37000 890.64| 11.95000 860.40 BARRICADE, III-B | | | 0150 801-08401 1261.000 LFT | 18.00000 22698.00| 18.87000 23795.07| 20.00000 25220.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0151 801-08402 156.000 LFT | 20.00000 3120.00| 43.75000 6825.00| 40.00000 6240.00 TEMPORARY TRAFFIC BARRIER, TYPE 3 | | | 0152 801-08508 3234.000 LFT | 20.00000 64680.00| 20.89000 67558.26| 15.00000 48510.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0153 801-08509 922.000 LFT | 22.00000 20284.00| 47.48000 43776.56| 40.00000 36880.00 TEMP TRAFFIC BARRIER, TYPE 3, ANCHORED | | | 0154 801-09133 2.000 EACH | 3500.00000 7000.00| 3622.50000 7245.00| 3500.00000 7000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0155 801-94295 46.000 EACH | 125.00000 5750.00| 129.38000 5951.48| 125.00000 5750.00 SIGNAL HEAD, RELOCATE | | | 0156 802-05701 85.000 LFT | 13.00000 1105.00| 13.46000 1144.10| 13.00000 1105.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0157 802-07059 9.000 EACH | 25.00000 225.00| 25.88000 232.92| 25.00000 225.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0158 802-07060 61.000 EACH | 20.00000 1220.00| 20.70000 1262.70| 20.00000 1220.00 SIGN, SHEET, RELOCATE | | | 0159 802-09838 250.000 SFT | 13.75000 3437.50| 14.23000 3557.50| 13.75000 3437.50 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0160 802-09840 36.000 SFT | 15.00000 540.00| 15.53000 559.08| 15.00000 540.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0161 802-09842 246.000 SFT | 20.00000 4920.00| 20.70000 5092.20| 20.00000 4920.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0162 805-01300 2.000 EACH | 2600.00000 5200.00| 1837.13000 3674.26| 7000.00000 14000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0163 805-01815 9.000 EACH | 2650.00000 23850.00| 2742.75000 24684.75| 2650.00000 23850.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0164 805-01842 36.000 EACH | 875.00000 31500.00| 905.63000 32602.68| 875.00000 31500.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -21 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 805-02087 LUMP | 450.00000 450.00| 465.75000 465.75| 450.00000 450.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0166 805-02328 11041.000 LFT | 0.10000 1104.10| 0.10000 1104.10| 0.10000 1104.10 SIGNAL CABLE, 1C 14GA | | | 0167 805-02373 2070.000 LFT | 2.30000 4761.00| 2.38000 4926.60| 2.30000 4761.00 SIGNAL INTERCONNECT CABLE, FIBER OPTIC | | | 0168 805-02658 80.000 LFT | 2.45000 196.00| 2.54000 203.20| 2.45000 196.00 CABLE, COAXIAL | | | 0169 805-08466 1.000 EACH | 425.00000 425.00| 439.88000 439.88| 425.00000 425.00 RADIO ANTENNA, 9db, YAGI | | | 0170 805-09539 16.000 EACH | 290.00000 4640.00| 300.15000 4802.40| 290.00000 4640.00 LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0171 805-78106 1.000 EACH | 29200.00000 29200.00| 30222.00000 30222.00| 29200.00000 29200.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0172 805-78109 2.000 EACH | 20400.00000 40800.00| 21114.00000 42228.00| 20400.00000 40800.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0173 805-78205 17.000 EACH | 710.00000 12070.00| 734.85000 12492.45| 710.00000 12070.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0174 805-78215 10.000 EACH | 735.00000 7350.00| 760.73000 7607.30| 735.00000 7350.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER ARROW, GREEN ARROW | | | 0175 805-78230 9.000 EACH | 1000.00000 9000.00| 1035.00000 9315.00| 1000.00000 9000.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0176 805-78370 8.000 EACH | 1000.00000 8000.00| 1035.00000 8280.00| 1000.00000 8000.00 PEDESTRIAN PUSH BUTTON | | | 0177 805-78415 10.000 EACH | 1700.00000 17000.00| 1759.50000 17595.00| 1700.00000 17000.00 SPAN, CATENARY, AND TETHER | | | 0178 805-78420 12.000 EACH | 240.00000 2880.00| 248.40000 2980.80| 240.00000 2880.00 DISCONNECT HANGER | | | 0179 805-78445 2.000 EACH | 650.00000 1300.00| 672.75000 1345.50| 650.00000 1300.00 SIGNAL SERVICE | | | 0180 805-78467 242.000 LFT | 2.40000 580.80| 2.48000 600.16| 2.40000 580.80 SIGNAL CABLE, 3C 8GA | | | 0181 805-78480 1272.000 LFT | 1.15000 1462.80| 1.19000 1513.68| 1.15000 1462.80 SIGNAL CABLE, 3C 14GA | | | 0182 805-78485 2925.000 LFT | 1.35000 3948.75| 1.40000 4095.00| 1.35000 3948.75 SIGNAL CABLE, 5C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -22 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0183 805-78490 2350.000 LFT | 1.55000 3642.50| 1.60000 3760.00| 1.55000 3642.50 SIGNAL CABLE, 7C 14GA | | | 0184 805-78510 8244.000 LFT | 0.68000 5605.92| 0.70000 5770.80| 0.68000 5605.92 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0185 805-78785 30.000 EACH | 700.00000 21000.00| 724.50000 21735.00| 700.00000 21000.00 SIGNAL DETECTOR HOUSING | | | 0186 805-78795 4642.000 LFT | 6.00000 27852.00| 6.21000 28826.82| 6.00000 27852.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0187 805-78925 2.000 EACH | 1000.00000 2000.00| 1035.00000 2070.00| 1000.00000 2000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0188 805-79020 LUMP | 3500.00000 3500.00| 3622.50000 3622.50| 3500.00000 3500.00 TRAFFIC SIGNAL INSTALLATION | | | 0189 805-81060 5.000 EACH | 4800.00000 24000.00| 4968.00000 24840.00| 4800.00000 24000.00 SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0190 805-92504 7.000 EACH | 260.00000 1820.00| 269.10000 1883.70| 260.00000 1820.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0191 807-06592 1540.000 LFT | 11.50000 17710.00| 11.90000 18326.00| 11.50000 17710.00 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0193 808-06368 62.000 LFT | 2.45000 151.90| 2.54000 157.48| 2.45000 151.90 TRANSVERSE MARKING, REMOVE | | | 0194 808-06716 10085.000 LFT | 0.24000 2420.40| 0.25000 2521.25| 0.24000 2420.40 LINE, REMOVE | | | 0206 808-74812 759.000 LFT | 8.95000 6793.05| 9.26000 7028.34| 8.95000 6793.05 TRANSVERSE MARKING, PREFORMED PLASTIC, | | | SOLID, YELLOW CROSSHATCH LINE, 12" | | | 0207 808-75051 662.000 LFT | 2.95000 1952.90| 3.05000 2019.10| 2.95000 1952.90 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN | | | 0208 808-75054 662.000 LFT | 2.95000 1952.90| 3.05000 2019.10| 2.95000 1952.90 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN | | | 0210 808-75059 166.000 LFT | 2.95000 489.70| 3.05000 506.30| 2.95000 489.70 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN | | | 0214 808-75996 225.000 EACH | 10.25000 2306.25| 5.12000 1152.00| 4.95000 1113.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0215 808-75998 206.000 EACH | 22.65000 4665.90| 21.68000 4466.08| 21.75000 4480.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0216 808-05866 42.600 SYS | 20.95000 892.47| 22.51000 958.93| 20.95000 892.47 PAVEMENT MESSAGE MARKING, REMOVE | | | 0217 808-75320 38.000 EACH | 55.00000 2090.00| 21.68000 823.84| 55.00000 2090.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 161 -23 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33095-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 38-2675420 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0218 808-75325 19.000 EACH | 75.00000 1425.00| 77.63000 1474.97| 75.00000 1425.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0219 808-75297 557.000 LFT | 3.95000 2200.15| 4.09000 2278.13| 3.95000 2200.15 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0220 808-06701 2287.000 LFT | 0.38000 869.06| 0.39000 891.93| 0.38000 869.06 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0221 808-06703 11519.000 LFT | 0.38000 4377.22| 0.39000 4492.41| 0.38000 4377.22 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0222 808-75245 11858.000 LFT | 0.38000 4506.04| 0.39000 4624.62| 0.38000 4506.04 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0223 808-75240 123.000 LFT | 1.50000 184.50| 1.55000 190.65| 1.50000 184.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0224 808-06705 296.000 LFT | 1.32000 390.72| 1.37000 405.52| 1.32000 390.72 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0225 808-01045 83.000 LFT | 5.96000 494.68| 6.17000 512.11| 5.96000 494.68 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN, 2 FT 4 FT. GAP | | | 0226 808-92027 582.000 LFT | 1.32000 768.24| 1.37000 797.34| 1.32000 768.24 LINE, THERMO, SOLID, YELLOW, 8 IN | | | 0227 808-98796 96.000 LFT | 3.65000 350.40| 3.78000 362.88| 3.65000 350.40 LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | | 2FT LINE, 4FT GAP | | | 0228 808-05929 1354.000 LFT | 0.98000 1326.92| 1.01000 1367.54| 0.98000 1326.92 TRANSVERSE MARKING THERMOPLASTIC, | | | CROSSWALK LINE, 8" | | | 0229 808-75260 72.000 LFT | 1.98000 142.56| 2.05000 147.60| 1.98000 142.56 TRANSVERSE MARKING THERMOPLASTIC, SOLID | | | CROSSHATCH LINE, WHITE, 12" | | | 0230 808-03439 350.000 LFT | 3.95000 1382.50| 4.09000 1431.50| 3.95000 1382.50 TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK, WHITE 24" | | | 0231 808-75278 1242.000 LFT | 1.98000 2459.16| 2.50000 3105.00| 1.98000 2459.16 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | SECTION TOTALS | $ 6,978,700.00| $ 7,181,624.63| $ 7,329,591.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,978,700.00| $ 7,181,624.63| $ 7,329,591.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 181 -1 VENDOR RANKING CALL ORDER : 181 CONTRACT ID : IR-33649-A COUNTIES : DUBOIS LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : DEMOLITION, HOUSES AND BUILDINGS COMPLETION DATE : 06/01/11 LOCATION : AT 1440 EAST JASPER-DUBOIS ROAD PROJECT(S) : 0810389 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYANS HAULING & EXCAVATING $ 20,332.56 100.0000% 2 35-1036663 KNIES CONSTRUCTION INC $ 27,552.00 135.5068% 3 35-1582525 JERRY AIGNER CONSTRUCTION $ 40,445.00 198.9174% 4 35-1817574 YARDBERRY LANDSCAPE $ 41,755.00 205.3603% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 181 -2 TABULATION OF BIDS CALL ORDER : 181 CONTRACT ID : IR-33649-A COUNTIES : DUBOIS LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1036663 |( 3 ) 35-1582525 |BRYANS HAULING & EXCAVATING |KNIES CONSTRUCTION INC |JERRY AIGNER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION | | | 0001 105-06845 LUMP | 100.00000 100.00| 1350.00000 1350.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 50.00000 50.00| 165.00000 165.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 10.00000 60.00| 72.00000 432.00| 85.00000 510.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 2000.00000 2000.00| 1400.00000 1400.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-03000 LUMP | 13550.00000 13550.00| 11550.00000 11550.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , PARCEL 1 | | | 0011 202-03135 310.000 SFT | 4.25000 1317.50| 5.00000 1550.00| 8.00000 2480.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0012 205-06937 200.000 LFT | 1.00000 200.00| 2.40000 480.00| 2.00000 400.00 TEMPORARY SILT FENCE | | | 0013 621-01004 1.000 EACH | 100.00000 100.00| 500.00000 500.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06559 300.000 SYS | 2.50000 750.00| 1.65000 495.00| 5.00000 1500.00 MULCHED SEEDING, R | | | 0015 628-09402 6.000 MOS | 0.01000 0.06| 1120.00000 6720.00| 2800.00000 16800.00 FIELD OFFICE, B | | | 0016 801-03290 2.000 EACH | 220.00000 440.00| 295.00000 590.00| 325.00000 650.00 CONSTRUCTION SIGN, C | | | 0017 801-06640 6.000 EACH | 210.00000 1260.00| 215.00000 1290.00| 250.00000 1500.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 181 -3 TABULATION OF BIDS CALL ORDER : 181 CONTRACT ID : IR-33649-A COUNTIES : DUBOIS LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1036663 |( 3 ) 35-1582525 |BRYANS HAULING & EXCAVATING |KNIES CONSTRUCTION INC |JERRY AIGNER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06775 LUMP | 500.00000 500.00| 1025.00000 1025.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 20,332.56| $ 27,552.00| $ 40,445.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 20,332.56| $ 27,552.00| $ 40,445.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 181 -4 TABULATION OF BIDS CALL ORDER : 181 CONTRACT ID : IR-33649-A COUNTIES : DUBOIS LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1817574 |( ) |( ) |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION | | | 0001 105-06845 LUMP | 1500.00000 1500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 350.00000 350.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 150.00000 900.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 2000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-03000 LUMP | 21400.00000 21400.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , PARCEL 1 | | | 0011 202-03135 310.000 SFT | 10.00000 3100.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0012 205-06937 200.000 LFT | 4.00000 800.00| | TEMPORARY SILT FENCE | | | 0013 621-01004 1.000 EACH | 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06559 300.000 SYS | 1.50000 450.00| | MULCHED SEEDING, R | | | 0015 628-09402 6.000 MOS | 900.00000 5400.00| | FIELD OFFICE, B | | | 0016 801-03290 2.000 EACH | 350.00000 700.00| | CONSTRUCTION SIGN, C | | | 0017 801-06640 6.000 EACH | 275.00000 1650.00| | CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 41,755.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 41,755.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -1 VENDOR RANKING CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 07/29/11 LOCATION : ON SR 46 AT PARKVIEW DRIVE, EAST OF NASHVILLE PROJECT(S) : 0625034 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 648,391.65 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 682,700.00 105.2913% 3 35-1875662 CRIDER & CRIDER INC $ 716,841.92 110.5569% 4 35-2155873 KINGS TRUCKING & EXCAVATION INC $ 729,834.73 112.5608% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -2 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 5300.00000 5300.00| 5300.00000 5300.00| 9158.52000 9158.52 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 31000.00000 31000.00| 8511.30000 8511.30| 22476.77000 22476.77 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 19000.00000 19000.00| 24750.00000 24750.00| 28434.44000 28434.44 CLEARING RIGHT OF WAY | | | 0009 203-02000 3308.000 CYS | 9.25000 30599.00| 20.90000 69137.20| 13.59000 44955.72 EXCAVATION, COMMON | | | 0010 203-02070 12956.000 CYS | 13.50000 174906.00| 15.00000 194340.00| 15.52000 201077.12 BORROW | | | 0011 205-06931 130.000 TON | 35.00000 4550.00| 47.30000 6149.00| 42.71000 5552.30 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 84.000 LFT | 12.50000 1050.00| 11.00000 924.00| 10.44000 876.96 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06934 6.000 TON | 315.00000 1890.00| 400.00000 2400.00| 420.00000 2520.00 TEMPORARY MULCHING | | | 0014 205-06937 719.000 LFT | 1.25000 898.75| 1.80000 1294.20| 2.47000 1775.93 TEMPORARY SILT FENCE | | | 0015 207-08263 3682.000 SYS | 9.50000 34979.00| 6.00000 22092.00| 12.73000 46871.86 SUBGRADE TREATMENT, TYPE IA | | | 0016 207-08267 287.000 SYS | 12.50000 3587.50| 8.60000 2468.20| 8.54000 2450.98 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-09264 87.000 CYS | 13.50000 1174.50| 40.15000 3493.05| 34.04000 2961.48 STRUCTURAL BACKFILL, TYPE 1 | | | 0018 301-07448 1341.000 TON | 20.00000 26820.00| 20.00000 26820.00| 17.32000 23226.12 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-08210 40.000 TON | 22.00000 880.00| 29.20000 1168.00| 17.07000 682.80 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -3 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08036 2845.000 SYS | 4.00000 11380.00| 2.40000 6828.00| 4.47000 12717.15 MILLING, ASPHALT, 2 IN | | | 0021 306-08041 54.000 SYS | 4.00000 216.00| 7.70000 415.80| 6.37000 343.98 MILLING, PCCP | | | 0022 402-07432 172.000 TON | 68.00000 11696.00| 89.25000 15351.00| 68.00000 11696.00 HMA SURFACE, TYPE A | | | 0023 402-07434 375.000 TON | 74.00000 27750.00| 70.85000 26568.75| 74.00000 27750.00 HMA SURFACE, TYPE C | | | 0024 402-07435 159.000 TON | 59.00000 9381.00| 66.50000 10573.50| 59.00000 9381.00 HMA INTERMEDIATE, TYPE A | | | 0025 402-07439 543.000 TON | 56.00000 30408.00| 57.80000 31385.40| 56.00000 30408.00 HMA INTERMEDIATE, TYPE C | | | 0026 402-07440 300.000 TON | 62.00000 18600.00| 66.00000 19800.00| 62.00000 18600.00 HMA BASE, TYPE A | | | 0027 402-07442 834.000 TON | 56.00000 46704.00| 60.00000 50040.00| 56.00000 46704.00 HMA BASE, TYPE C | | | 0028 402-07453 73.000 TON | 85.00000 6205.00| 96.00000 7008.00| 85.00000 6205.00 HMA FOR TEMPORARY PAVEMENT | | | 0029 601-01867 4.000 EACH | 2100.00000 8400.00| 2250.00000 9000.00| 2020.00000 8080.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0030 601-02241 2213.000 LFT | 1.75000 3872.75| 1.80000 3983.40| 1.65000 3651.45 GUARDRAIL, REMOVE | | | 0031 601-94689 4.000 EACH | 2500.00000 10000.00| 2630.00000 10520.00| 2380.00000 9520.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 313.000 LFT | 18.00000 5634.00| 18.35000 5743.55| 16.60000 5195.80 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0033 610-07487 189.000 TON | 88.00000 16632.00| 85.80000 16216.20| 88.00000 16632.00 HMA FOR APPROACHES, TYPE B | | | 0034 611-06497 1.000 EACH | 265.00000 265.00| 275.00000 275.00| 250.00000 250.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 621-01004 10.000 EACH | 445.00000 4450.00| 450.00000 4500.00| 450.00000 4500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02770 13654.000 SYS | 1.05000 14336.70| 1.10000 15019.40| 1.00000 13654.00 EROSION CONTROL BLANKET | | | 0037 621-03909 44.000 LBS | 78.75000 3465.00| 17.70000 778.80| 44.00000 1936.00 SEED MIXTURE, NATIVE | | | 0038 621-06545 1.000 TON | 625.00000 625.00| 750.00000 750.00| 525.00000 525.00 FERTILIZER | | | 0039 621-06553 243.000 LBS | 2.60000 631.80| 3.25000 789.75| 2.90000 704.70 SEED MIXTURE, R | | | 0040 621-06557 429.000 LBS | 0.25000 107.25| 1.30000 557.70| 2.00000 858.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -4 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06567 6.000 kGAL | 0.10000 0.60| 1.10000 6.60| 1.00000 6.00 WATER | | | 0042 621-06575 1470.000 SYS | 3.40000 4998.00| 3.10000 4557.00| 3.50000 5145.00 SODDING, NURSERY | | | 0043 622-05648 25.000 EACH | 135.00000 3375.00| 180.00000 4500.00| 165.00000 4125.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0044 622-52436 9.000 EACH | 32.00000 288.00| 55.30000 497.70| 32.00000 288.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 628-09401 9.000 MOS | 2000.00000 18000.00| 1700.00000 15300.00| 1719.22000 15472.98 FIELD OFFICE, A | | | 0046 628-09407 9.000 MOS | 350.00000 3150.00| 275.00000 2475.00| 173.51000 1561.59 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0047 715-05119 104.000 LFT | 33.00000 3432.00| 37.40000 3889.60| 28.82000 2997.28 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0048 715-05171 38.000 LFT | 35.00000 1330.00| 41.75000 1586.50| 27.06000 1028.28 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0049 715-07317 1.000 EACH | 2300.00000 2300.00| 1900.00000 1900.00| 2890.60000 2890.60 CHECK VALVE , DUCKBILL, 15 IN. | | | 0050 715-07317 1.000 EACH | 3100.00000 3100.00| 2850.00000 2850.00| 5966.93000 5966.93 CHECK VALVE , DUCKBILL, 18 IN. | | | 0051 715-46005 2.000 EACH | 250.00000 500.00| 265.00000 530.00| 363.88000 727.76 PIPE END SECTION, 15 IN | | | 0052 715-46010 2.000 EACH | 310.00000 620.00| 315.00000 630.00| 421.14000 842.28 PIPE END SECTION, 18 IN | | | 0053 801-01093 4.000 EACH | 410.00000 1640.00| 435.00000 1740.00| 1000.00000 4000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0054 801-03290 2.000 EACH | 170.00000 340.00| 180.00000 360.00| 288.00000 576.00 CONSTRUCTION SIGN, C | | | 0055 801-06203 4533.000 LFT | 0.20000 906.60| 0.20000 906.60| 0.40000 1813.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0056 801-06207 3616.000 LFT | 1.00000 3616.00| 1.00000 3616.00| 1.00000 3616.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0057 801-06640 22.000 EACH | 140.00000 3080.00| 150.00000 3300.00| 212.00000 4664.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 10.000 EACH | 95.00000 950.00| 100.00000 1000.00| 100.00000 1000.00 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP | 22000.00000 22000.00| 20000.00000 20000.00| 30533.64000 30533.64 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -5 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-07118 24.000 LFT | 11.00000 264.00| 11.50000 276.00| 25.00000 600.00 BARRICADE, III-A | | | 0061 802-04893 1.000 EACH | 315.00000 315.00| 170.00000 170.00| 75.00000 75.00 REFERENCE POST | | | 0062 802-05701 51.000 LFT | 15.00000 765.00| 15.50000 790.50| 14.00000 714.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0063 802-07060 1.000 EACH | 110.00000 110.00| 111.00000 111.00| 100.00000 100.00 SIGN, SHEET, RELOCATE | | | 0064 802-09838 18.000 SFT | 21.00000 378.00| 22.20000 399.60| 20.00000 360.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0065 802-09840 6.000 SFT | 27.00000 162.00| 28.00000 168.00| 25.00000 150.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0066 808-06703 2792.000 LFT | 0.50000 1396.00| 0.50000 1396.00| 0.67000 1870.64 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-06716 1142.000 LFT | 0.60000 685.20| 0.65000 742.30| 0.35000 399.70 LINE, REMOVE | | | 0068 808-75240 256.000 LFT | 0.50000 128.00| 0.50000 128.00| 0.67000 171.52 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0069 808-75245 1182.000 LFT | 0.50000 591.00| 0.50000 591.00| 0.67000 791.94 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0070 808-75297 30.000 LFT | 11.00000 330.00| 11.50000 345.00| 3.75000 112.50 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0071 808-75320 2.000 EACH | 70.00000 140.00| 72.00000 144.00| 65.00000 130.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0072 808-75325 1.000 EACH | 100.00000 100.00| 105.00000 105.00| 80.00000 80.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0073 808-75996 22.000 EACH | 26.00000 572.00| 55.20000 1214.40| 12.00000 264.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 22.000 EACH | 65.00000 1430.00| 69.00000 1518.00| 65.00000 1430.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 648,391.65| $ 682,700.00| $ 716,841.92 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 648,391.65| $ 682,700.00| $ 716,841.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -6 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2155873 |( ) |( ) |KINGS TRUCKING & EXCAVATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 13956.58000 13956.58| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 25680.10000 25680.10| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 11165.26000 11165.26| | CLEARING RIGHT OF WAY | | | 0009 203-02000 3308.000 CYS | 15.39000 50910.12| | EXCAVATION, COMMON | | | 0010 203-02070 12956.000 CYS | 16.21000 210016.76| | BORROW | | | 0011 205-06931 130.000 TON | 20.72000 2693.60| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 84.000 LFT | 7.84000 658.56| | TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06934 6.000 TON | 318.21000 1909.26| | TEMPORARY MULCHING | | | 0014 205-06937 719.000 LFT | 1.51000 1085.69| | TEMPORARY SILT FENCE | | | 0015 207-08263 3682.000 SYS | 9.88000 36378.16| | SUBGRADE TREATMENT, TYPE IA | | | 0016 207-08267 287.000 SYS | 6.25000 1793.75| | SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-09264 87.000 CYS | 72.57000 6313.59| | STRUCTURAL BACKFILL, TYPE 1 | | | 0018 301-07448 1341.000 TON | 13.10000 17567.10| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-08210 40.000 TON | 15.66000 626.40| | COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -7 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2155873 |( ) |( ) |KINGS TRUCKING & EXCAVATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08036 2845.000 SYS | 1.84000 5234.80| | MILLING, ASPHALT, 2 IN | | | 0021 306-08041 54.000 SYS | 2.23000 120.42| | MILLING, PCCP | | | 0022 402-07432 172.000 TON | 75.92000 13058.24| | HMA SURFACE, TYPE A | | | 0023 402-07434 375.000 TON | 82.62000 30982.50| | HMA SURFACE, TYPE C | | | 0024 402-07435 159.000 TON | 65.88000 10474.92| | HMA INTERMEDIATE, TYPE A | | | 0025 402-07439 543.000 TON | 62.53000 33953.79| | HMA INTERMEDIATE, TYPE C | | | 0026 402-07440 300.000 TON | 69.22000 20766.00| | HMA BASE, TYPE A | | | 0027 402-07442 834.000 TON | 62.53000 52150.02| | HMA BASE, TYPE C | | | 0028 402-07453 73.000 TON | 94.90000 6927.70| | HMA FOR TEMPORARY PAVEMENT | | | 0029 601-01867 4.000 EACH | 2110.24000 8440.96| | GUARDRAIL TRANSITION, TGB RETROFIT | | | 0030 601-02241 2213.000 LFT | 5.42000 11994.46| | GUARDRAIL, REMOVE | | | 0031 601-94689 4.000 EACH | 2785.73000 11142.92| | GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 313.000 LFT | 25.23000 7896.99| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0033 610-07487 189.000 TON | 98.25000 18569.25| | HMA FOR APPROACHES, TYPE B | | | 0034 611-06497 1.000 EACH | 165.25000 165.25| | MAILBOX ASSEMBLY, SINGLE | | | 0035 621-01004 10.000 EACH | 474.52000 4745.20| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02770 13654.000 SYS | 1.12000 15292.48| | EROSION CONTROL BLANKET | | | 0037 621-03909 44.000 LBS | 83.74000 3684.56| | SEED MIXTURE, NATIVE | | | 0038 621-06545 1.000 TON | 669.92000 669.92| | FERTILIZER | | | 0039 621-06553 243.000 LBS | 2.79000 677.97| | SEED MIXTURE, R | | | 0040 621-06557 429.000 LBS | 2.20000 943.80| | SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -8 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2155873 |( ) |( ) |KINGS TRUCKING & EXCAVATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06567 6.000 kGAL | 55.83000 334.98| | WATER | | | 0042 621-06575 1470.000 SYS | 3.63000 5336.10| | SODDING, NURSERY | | | 0043 622-05648 25.000 EACH | 139.57000 3489.25| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0044 622-52436 9.000 EACH | 34.61000 311.49| | SIGN, DO NOT MOW OR SPRAY | | | 0045 628-09401 9.000 MOS | 2009.75000 18087.75| | FIELD OFFICE, A | | | 0046 628-09407 9.000 MOS | 279.13000 2512.17| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0047 715-05119 104.000 LFT | 56.60000 5886.40| | PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0048 715-05171 38.000 LFT | 26.15000 993.70| | PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0049 715-07317 1.000 EACH | 3341.49000 3341.49| | CHECK VALVE , DUCKBILL, 15 IN. | | | 0050 715-07317 1.000 EACH | 4904.63000 4904.63| | CHECK VALVE , DUCKBILL, 18 IN. | | | 0051 715-46005 2.000 EACH | 433.36000 866.72| | PIPE END SECTION, 15 IN | | | 0052 715-46010 2.000 EACH | 462.16000 924.32| | PIPE END SECTION, 18 IN | | | 0053 801-01093 4.000 EACH | 669.92000 2679.68| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0054 801-03290 2.000 EACH | 217.73000 435.46| | CONSTRUCTION SIGN, C | | | 0055 801-06203 4533.000 LFT | 0.31000 1405.23| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0056 801-06207 3616.000 LFT | 1.12000 4049.92| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0057 801-06640 22.000 EACH | 133.98000 2947.56| | CONSTRUCTION SIGN, A | | | 0058 801-06645 10.000 EACH | 66.99000 669.90| | CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP | 22330.52000 22330.52| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 201 -9 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -28783-A COUNTIES : BROWN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2155873 |( ) |( ) |KINGS TRUCKING & EXCAVATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-07118 24.000 LFT | 23.45000 562.80| | BARRICADE, III-A | | | 0061 802-04893 1.000 EACH | 72.57000 72.57| | REFERENCE POST | | | 0062 802-05701 51.000 LFT | 18.14000 925.14| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0063 802-07060 1.000 EACH | 184.23000 184.23| | SIGN, SHEET, RELOCATE | | | 0064 802-09838 18.000 SFT | 22.22000 399.96| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0065 802-09840 6.000 SFT | 24.45000 146.70| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0066 808-06703 2792.000 LFT | 0.73000 2038.16| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-06716 1142.000 LFT | 1.12000 1279.04| | LINE, REMOVE | | | 0068 808-75240 256.000 LFT | 0.73000 186.88| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0069 808-75245 1182.000 LFT | 0.73000 862.86| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0070 808-75297 30.000 LFT | 6.59000 197.70| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0071 808-75320 2.000 EACH | 78.16000 156.32| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0072 808-75325 1.000 EACH | 83.74000 83.74| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0073 808-75996 22.000 EACH | 55.83000 1228.26| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 22.000 EACH | 61.41000 1351.02| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 729,834.73| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 729,834.73| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -1 VENDOR RANKING CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 10/15/12 LOCATION : ON SR 2 AT FORRESTER ROAD, 4.86 MILES WEST OF SR 39 PROJECT(S) : 2063004 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 1,444,056.31 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,536,749.21 106.4189% 3 35-1487677 G E MARSHALL INC $ 1,575,394.98 109.0951% 4 35-1068009 DYER CONSTRUCTION CO $ 1,576,478.81 109.1702% 5 35-1489621 HRP CONSTRUCTION INC $ 1,780,718.05 123.3136% 6 35-0997978 PHEND & BROWN INC $ 1,845,950.53 127.8309% 7 35-1058916 WOODRUFF & SONS INC $ 1,870,071.09 129.5013% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -2 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1487677 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 14410.00000 14410.00| 24460.50000 24460.50 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 50.00000 100.00| 158.00000 316.00| 110.00000 220.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 32.000 MOS | 50.00000 1600.00| 105.00000 3360.00| 110.00000 3520.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 31000.00000 31000.00| 27860.00000 27860.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-02245 4.000 EACH | 150.00000 600.00| 105.00000 420.00| 200.00000 800.00 TREE, 6 IN, REMOVE | | | 0013 201-52370 LUMP | 15000.00000 15000.00| 6983.00000 6983.00| 14075.00000 14075.00 CLEARING RIGHT OF WAY | | | 0014 202-74035 22.000 EACH | 75.00000 1650.00| 36.70000 807.40| 100.00000 2200.00 SIGN, REMOVE | | | 0015 202-96133 236.000 LFT | 11.02000 2600.72| 8.00000 1888.00| 11.24000 2652.64 PIPE, REMOVE | | | 0016 203-02000 63401.000 CYS | 4.85000 307494.85| 6.40000 405766.40| 4.75000 301154.75 EXCAVATION, COMMON | | | 0018 205-03371 100.000 CYS | 5.00000 500.00| 4.85000 485.00| 10.00000 1000.00 SEDIMENT, REMOVE | | | 0019 205-06931 384.000 TON | 30.00000 11520.00| 32.00000 12288.00| 38.82000 14906.88 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 1.000 EACH | 200.00000 200.00| 131.00000 131.00| 185.00000 185.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -3 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1487677 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06937 7027.000 LFT | 1.30000 9135.10| 2.50000 17567.50| 1.52000 10681.04 TEMPORARY SILT FENCE | | | 0022 205-09543 100.000 TON | 25.00000 2500.00| 17.00000 1700.00| 22.19000 2219.00 NO 2 STONE | | | 0023 207-08263 27851.000 SYS | 6.00000 167106.00| 7.10000 197742.10| 7.50000 208882.50 SUBGRADE TREATMENT, TYPE IA | | | 0024 207-08267 5168.000 SYS | 7.50000 38760.00| 7.50000 38760.00| 7.63000 39431.84 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-09264 522.000 CYS | 1.12000 584.64| 0.10000 52.20| 0.01000 5.22 STRUCTURAL BACKFILL, TYPE 1 | | | 0026 301-07448 6355.000 TON | 16.50000 104857.50| 15.20000 96596.00| 17.08000 108543.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-07449 140.000 TON | 25.00000 3500.00| 27.00000 3780.00| 24.65000 3451.00 COMPACTED AGGREGATE, NO. 73 | | | 0028 306-08034 466.000 SYS | 7.25000 3378.50| 2.40000 1118.40| 7.91000 3686.06 MILLING, ASPHALT, 1 1/2 IN | | | 0029 401-07320 659.000 TON | 56.00000 36904.00| 54.70000 36047.30| 57.12000 37642.08 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07322 1260.000 TON | 57.00000 71820.00| 55.85000 70371.00| 58.14000 73256.40 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0031 401-07392 1794.000 TON | 47.00000 84318.00| 46.90000 84138.60| 48.41000 86847.54 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0032 401-07408 4306.000 TON | 44.00000 189464.00| 46.62000 200745.72| 45.33000 195190.98 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0033 401-07422 1097.000 TON | 48.00000 52656.00| 45.60000 50023.20| 48.96000 53709.12 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0034 402-07432 447.000 TON | 58.00000 25926.00| 53.10000 23735.70| 59.16000 26444.52 HMA SURFACE, TYPE A | | | 0035 402-07435 669.000 TON | 45.00000 30105.00| 42.70000 28566.30| 45.90000 30707.10 HMA INTERMEDIATE, TYPE A | | | 0036 406-05520 20.000 TON | 0.01000 0.20| 10.00000 200.00| 0.02000 0.40 ASPHALT FOR TACK COAT | | | 0037 610-07487 53.000 TON | 100.00000 5300.00| 94.10000 4987.30| 127.50000 6757.50 HMA FOR APPROACHES, TYPE B | | | 0038 611-06497 2.000 EACH | 160.00000 320.00| 167.00000 334.00| 276.00000 552.00 MAILBOX ASSEMBLY, SINGLE | | | 0039 615-06490 53.000 EACH | 135.00000 7155.00| 141.00000 7473.00| 148.50000 7870.50 RIGHT OF WAY MARKER | | | 0040 615-06505 16.000 EACH | 550.00000 8800.00| 576.00000 9216.00| 605.00000 9680.00 MONUMENT, B | | | 0041 615-06510 6.000 EACH | 400.00000 2400.00| 419.00000 2514.00| 440.00000 2640.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -4 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1487677 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 615-06527 1.000 EACH | 450.00000 450.00| 471.00000 471.00| 495.00000 495.00 MONUMENT, SECTION CORNER | | | 0043 616-02320 35.000 SYS | 15.89000 556.15| 1.30000 45.50| 5.91000 206.85 GEOTEXTILES | | | 0044 616-06405 26.000 TON | 41.10000 1068.60| 44.90000 1167.40| 40.03000 1040.78 RIPRAP, REVETMENT | | | 0045 621-01004 1.000 EACH | 150.00000 150.00| 315.00000 315.00| 506.00000 506.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 859.000 SYS | 1.14000 979.26| 1.20000 1030.80| 1.21000 1039.39 EROSION CONTROL BLANKET | | | 0047 621-06545 6.000 TON | 735.00000 4410.00| 770.00000 4620.00| 682.00000 4092.00 FERTILIZER | | | 0048 621-06553 2282.000 LBS | 4.51000 10291.82| 4.70000 10725.40| 4.38000 9995.16 SEED MIXTURE, R | | | 0049 621-06557 1007.000 LBS | 2.34000 2356.38| 2.50000 2517.50| 1.27000 1278.89 SEED MIXTURE, T | | | 0050 621-06565 41.000 TON | 220.00000 9020.00| 230.00000 9430.00| 429.00000 17589.00 MULCHING MATERIAL | | | 0051 621-06567 40.000 kGAL | 1.00000 40.00| 1.00000 40.00| 27.50000 1100.00 WATER | | | 0052 621-06574 10931.000 SYS | 4.20000 45910.20| 3.25000 35525.75| 3.57000 39023.67 SODDING | | | 0053 621-07643 1.000 EACH | 250.00000 250.00| 200.00000 200.00| 204.00000 204.00 TREE PROTECTION | | | 0055 621-98038 23.000 CYS | 83.00000 1909.00| 87.00000 2001.00| 91.30000 2099.90 MULCH, HARDWOOD SHREDDED BARK | | | 0056 622-05626 27.000 EACH | 195.00000 5265.00| 204.30000 5516.10| 214.50000 5791.50 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT , OVER 72 TO 96 IN | | | 0057 622-05646 42.000 EACH | 223.00000 9366.00| 233.60000 9811.20| 245.30000 10302.60 PLANT, DECIDUOUS TREE, MULTI-STEM, 96 | | | TO 120 IN | | | 0060 628-09402 16.000 MOS | 1643.75000 26300.00| 1586.00000 25376.00| 1928.18000 30850.88 FIELD OFFICE, B | | | 0061 628-09407 16.000 MOS | 250.00000 4000.00| 226.00000 3616.00| 271.70000 4347.20 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0062 715-05119 150.000 LFT | 34.50000 5175.00| 20.00000 3000.00| 18.80000 2820.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0063 715-05121 92.000 LFT | 37.12000 3415.04| 28.20000 2594.40| 22.80000 2097.60 PIPE, TYPE 1, CIRCULAR, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -5 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1487677 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 715-05125 271.000 LFT | 47.18000 12785.78| 35.70000 9674.70| 41.45000 11232.95 PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0065 715-05169 214.000 LFT | 27.91000 5972.74| 16.15000 3456.10| 21.29000 4556.06 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0066 715-09064 727.000 LFT | 3.25000 2362.75| 3.40000 2471.80| 1.65000 1199.55 VIDEO INSPECTION FOR PIPE | | | 0067 715-46005 10.000 EACH | 331.14000 3311.40| 404.00000 4040.00| 314.50000 3145.00 PIPE END SECTION, 15 IN | | | 0068 715-46010 1.000 EACH | 361.39000 361.39| 440.00000 440.00| 367.00000 367.00 PIPE END SECTION, 18 IN | | | 0069 715-46030 6.000 EACH | 622.57000 3735.42| 618.00000 3708.00| 543.50000 3261.00 PIPE END SECTION, 30 IN | | | 0070 720-45030 1.000 EACH | 1470.91000 1470.91| 1947.00000 1947.00| 1373.00000 1373.00 INLET, E7 | | | 0071 801-03290 4.000 EACH | 130.00000 520.00| 96.40000 385.60| 143.00000 572.00 CONSTRUCTION SIGN, C | | | 0072 801-04308 8.000 EACH | 75.00000 600.00| 65.00000 520.00| 82.50000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06625 42.000 EACH | 39.00000 1638.00| 47.20000 1982.40| 42.90000 1801.80 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 24.000 EACH | 110.00000 2640.00| 83.00000 1992.00| 121.00000 2904.00 CONSTRUCTION SIGN, A | | | 0075 801-06645 10.000 EACH | 40.00000 400.00| 30.00000 300.00| 44.00000 440.00 CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP | 4200.00000 4200.00| 3750.00000 3750.00| 6682.50000 6682.50 MAINTAINING TRAFFIC | | | 0077 801-07118 96.000 LFT | 7.00000 672.00| 4.00000 384.00| 7.70000 739.20 BARRICADE, III-A | | | 0078 801-07119 96.000 LFT | 7.00000 672.00| 4.20000 403.20| 7.70000 739.20 BARRICADE, III-B | | | 0079 802-05701 131.000 LFT | 19.00000 2489.00| 12.60000 1650.60| 13.20000 1729.20 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0080 802-05702 18.000 LFT | 18.00000 324.00| 13.60000 244.80| 14.30000 257.40 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0081 802-09838 65.000 SFT | 23.00000 1495.00| 12.00000 780.00| 12.60000 819.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0082 802-09840 49.000 SFT | 24.00000 1176.00| 12.60000 617.40| 13.20000 646.80 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -6 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1487677 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |G E MARSHALL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 802-09842 6.000 SFT | 27.00000 162.00| 13.90000 83.40| 14.52000 87.12 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0084 804-06725 2.000 EACH | 25.00000 50.00| 47.20000 94.40| 49.50000 99.00 DELINEATOR WITH POST, D1 | | | 0085 808-06703 10916.000 LFT | 0.35000 3820.60| 0.37000 4038.92| 0.39000 4257.24 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0086 808-75067 177.000 LFT | 14.00000 2478.00| 14.70000 2601.90| 15.40000 2725.80 TRANSVERSE MARKING, PREFORMED PLASTIC, | | | STOP LINE , WHITE 24 IN | | | 0087 808-75240 1010.000 LFT | 0.35000 353.50| 0.37000 373.70| 0.39000 393.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0088 808-75245 10586.000 LFT | 0.35000 3705.10| 0.37000 3916.82| 0.39000 4128.54 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0089 808-75320 4.000 EACH | 95.00000 380.00| 100.00000 400.00| 104.50000 418.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0090 808-75996 73.000 EACH | 5.00000 365.00| 3.30000 240.90| 43.75000 3193.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 123.000 EACH | 29.00000 3567.00| 30.50000 3751.50| 48.44000 5958.12 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 622-05651 26.000 EACH | 280.00000 7280.00| 294.00000 7644.00| 308.00000 8008.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN | | | 0093 606-07484 7181.000 LFT | 0.96000 6893.76| 0.90000 6462.90| 0.66000 4739.46 MILLED HMA SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 1,444,056.31| $ 1,536,749.21| $ 1,575,394.98 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,444,056.31| $ 1,536,749.21| $ 1,575,394.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -7 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1489621 |( 6 ) 35-0997978 |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 29161.13000 29161.13| 30000.00000 30000.00| 50100.00000 50100.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 181.46000 362.92| 125.00000 250.00| 225.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 32.000 MOS | 96.78000 3096.96| 75.00000 2400.00| 115.00000 3680.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 89481.61000 89481.61| 90000.00000 90000.00| 92500.00000 92500.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-02245 4.000 EACH | 100.00000 400.00| 300.00000 1200.00| 100.00000 400.00 TREE, 6 IN, REMOVE | | | 0013 201-52370 LUMP | 14397.23000 14397.23| 54000.00000 54000.00| 61420.00000 61420.00 CLEARING RIGHT OF WAY | | | 0014 202-74035 22.000 EACH | 35.00000 770.00| 50.00000 1100.00| 35.00000 770.00 SIGN, REMOVE | | | 0015 202-96133 236.000 LFT | 11.02000 2600.72| 8.00000 1888.00| 35.00000 8260.00 PIPE, REMOVE | | | 0016 203-02000 63401.000 CYS | 4.79000 303690.79| 7.30000 462827.30| 9.00000 570609.00 EXCAVATION, COMMON | | | 0018 205-03371 100.000 CYS | 4.39000 439.00| 20.00000 2000.00| 23.00000 2300.00 SEDIMENT, REMOVE | | | 0019 205-06931 384.000 TON | 49.33000 18942.72| 30.00000 11520.00| 55.00000 21120.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 1.000 EACH | 125.00000 125.00| 125.00000 125.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -8 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1489621 |( 6 ) 35-0997978 |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06937 7027.000 LFT | 2.56000 17989.12| 2.00000 14054.00| 1.30000 9135.10 TEMPORARY SILT FENCE | | | 0022 205-09543 100.000 TON | 26.83000 2683.00| 30.00000 3000.00| 35.00000 3500.00 NO 2 STONE | | | 0023 207-08263 27851.000 SYS | 7.24000 201641.24| 7.00000 194957.00| 5.00000 139255.00 SUBGRADE TREATMENT, TYPE IA | | | 0024 207-08267 5168.000 SYS | 8.48000 43824.64| 8.00000 41344.00| 8.50000 43928.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-09264 522.000 CYS | 1.21000 631.62| 20.00000 10440.00| 30.00000 15660.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0026 301-07448 6355.000 TON | 16.85000 107081.75| 20.00000 127100.00| 15.40000 97867.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-07449 140.000 TON | 24.27000 3397.80| 30.00000 4200.00| 26.75000 3745.00 COMPACTED AGGREGATE, NO. 73 | | | 0028 306-08034 466.000 SYS | 8.17000 3807.22| 7.75000 3611.50| 10.00000 4660.00 MILLING, ASPHALT, 1 1/2 IN | | | 0029 401-07320 659.000 TON | 56.00000 36904.00| 56.00000 36904.00| 56.00000 36904.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07322 1260.000 TON | 57.00000 71820.00| 57.00000 71820.00| 57.00000 71820.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0031 401-07392 1794.000 TON | 47.00000 84318.00| 47.00000 84318.00| 47.00000 84318.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0032 401-07408 4306.000 TON | 44.00000 189464.00| 44.00000 189464.00| 44.00000 189464.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0033 401-07422 1097.000 TON | 48.00000 52656.00| 48.00000 52656.00| 48.00000 52656.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0034 402-07432 447.000 TON | 58.00000 25926.00| 58.00000 25926.00| 58.00000 25926.00 HMA SURFACE, TYPE A | | | 0035 402-07435 669.000 TON | 45.00000 30105.00| 45.00000 30105.00| 45.00000 30105.00 HMA INTERMEDIATE, TYPE A | | | 0036 406-05520 20.000 TON | 0.01000 0.20| 0.01000 0.20| 0.01000 0.20 ASPHALT FOR TACK COAT | | | 0037 610-07487 53.000 TON | 132.14000 7003.42| 125.00000 6625.00| 125.00000 6625.00 HMA FOR APPROACHES, TYPE B | | | 0038 611-06497 2.000 EACH | 160.00000 320.00| 250.00000 500.00| 160.00000 320.00 MAILBOX ASSEMBLY, SINGLE | | | 0039 615-06490 53.000 EACH | 135.00000 7155.00| 170.00000 9010.00| 135.00000 7155.00 RIGHT OF WAY MARKER | | | 0040 615-06505 16.000 EACH | 550.00000 8800.00| 910.00000 14560.00| 550.00000 8800.00 MONUMENT, B | | | 0041 615-06510 6.000 EACH | 400.00000 2400.00| 700.00000 4200.00| 400.00000 2400.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -9 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1489621 |( 6 ) 35-0997978 |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 615-06527 1.000 EACH | 450.00000 450.00| 750.00000 750.00| 450.00000 450.00 MONUMENT, SECTION CORNER | | | 0043 616-02320 35.000 SYS | 15.89000 556.15| 5.00000 175.00| 4.00000 140.00 GEOTEXTILES | | | 0044 616-06405 26.000 TON | 41.10000 1068.60| 50.00000 1300.00| 48.00000 1248.00 RIPRAP, REVETMENT | | | 0045 621-01004 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 150.00000 150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 859.000 SYS | 1.14000 979.26| 1.14000 979.26| 1.14000 979.26 EROSION CONTROL BLANKET | | | 0047 621-06545 6.000 TON | 735.00000 4410.00| 735.00000 4410.00| 735.00000 4410.00 FERTILIZER | | | 0048 621-06553 2282.000 LBS | 4.51000 10291.82| 4.51000 10291.82| 4.51000 10291.82 SEED MIXTURE, R | | | 0049 621-06557 1007.000 LBS | 2.36000 2376.52| 2.36000 2376.52| 2.36000 2376.52 SEED MIXTURE, T | | | 0050 621-06565 41.000 TON | 220.00000 9020.00| 220.00000 9020.00| 220.00000 9020.00 MULCHING MATERIAL | | | 0051 621-06567 40.000 kGAL | 1.00000 40.00| 1.00000 40.00| 1.00000 40.00 WATER | | | 0052 621-06574 10931.000 SYS | 3.08000 33667.48| 3.08000 33667.48| 3.08000 33667.48 SODDING | | | 0053 621-07643 1.000 EACH | 102.83000 102.83| 1101.37000 1101.37| 250.00000 250.00 TREE PROTECTION | | | 0055 621-98038 23.000 CYS | 83.00000 1909.00| 83.00000 1909.00| 83.00000 1909.00 MULCH, HARDWOOD SHREDDED BARK | | | 0056 622-05626 27.000 EACH | 195.00000 5265.00| 195.00000 5265.00| 195.00000 5265.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT , OVER 72 TO 96 IN | | | 0057 622-05646 42.000 EACH | 223.00000 9366.00| 223.00000 9366.00| 223.00000 9366.00 PLANT, DECIDUOUS TREE, MULTI-STEM, 96 | | | TO 120 IN | | | 0060 628-09402 16.000 MOS | 2671.39000 42742.24| 1500.00000 24000.00| 1800.00000 28800.00 FIELD OFFICE, B | | | 0061 628-09407 16.000 MOS | 241.95000 3871.20| 75.00000 1200.00| 200.00000 3200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0062 715-05119 150.000 LFT | 34.50000 5175.00| 20.00000 3000.00| 40.00000 6000.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0063 715-05121 92.000 LFT | 37.12000 3415.04| 23.00000 2116.00| 45.00000 4140.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -10 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1489621 |( 6 ) 35-0997978 |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 715-05125 271.000 LFT | 47.18000 12785.78| 40.00000 10840.00| 65.00000 17615.00 PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0065 715-05169 214.000 LFT | 27.91000 5972.74| 20.00000 4280.00| 35.00000 7490.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0066 715-09064 727.000 LFT | 3.25000 2362.75| 1.00000 727.00| 3.25000 2362.75 VIDEO INSPECTION FOR PIPE | | | 0067 715-46005 10.000 EACH | 331.14000 3311.40| 450.00000 4500.00| 400.00000 4000.00 PIPE END SECTION, 15 IN | | | 0068 715-46010 1.000 EACH | 361.39000 361.39| 500.00000 500.00| 300.00000 300.00 PIPE END SECTION, 18 IN | | | 0069 715-46030 6.000 EACH | 622.57000 3735.42| 900.00000 5400.00| 800.00000 4800.00 PIPE END SECTION, 30 IN | | | 0070 720-45030 1.000 EACH | 1470.91000 1470.91| 2000.00000 2000.00| 2500.00000 2500.00 INLET, E7 | | | 0071 801-03290 4.000 EACH | 92.00000 368.00| 130.00000 520.00| 92.00000 368.00 CONSTRUCTION SIGN, C | | | 0072 801-04308 8.000 EACH | 62.00000 496.00| 75.00000 600.00| 62.00000 496.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06625 42.000 EACH | 45.00000 1890.00| 39.00000 1638.00| 45.00000 1890.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 24.000 EACH | 79.00000 1896.00| 110.00000 2640.00| 79.00000 1896.00 CONSTRUCTION SIGN, A | | | 0075 801-06645 10.000 EACH | 28.00000 280.00| 40.00000 400.00| 28.00000 280.00 CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP | 10755.22000 10755.22| 20000.00000 20000.00| 2564.00000 2564.00 MAINTAINING TRAFFIC | | | 0077 801-07118 96.000 LFT | 3.75000 360.00| 7.00000 672.00| 3.75000 360.00 BARRICADE, III-A | | | 0078 801-07119 96.000 LFT | 3.95000 379.20| 7.00000 672.00| 3.75000 360.00 BARRICADE, III-B | | | 0079 802-05701 131.000 LFT | 12.00000 1572.00| 22.00000 2882.00| 15.95000 2089.45 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0080 802-05702 18.000 LFT | 13.00000 234.00| 16.00000 288.00| 7.89000 142.02 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0081 802-09838 65.000 SFT | 11.45000 744.25| 30.00000 1950.00| 19.98000 1298.70 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0082 802-09840 49.000 SFT | 12.00000 588.00| 27.00000 1323.00| 10.08000 493.92 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -11 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1489621 |( 6 ) 35-0997978 |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 802-09842 6.000 SFT | 13.20000 79.20| 32.00000 192.00| 36.18000 217.08 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0084 804-06725 2.000 EACH | 45.00000 90.00| 30.00000 60.00| 24.00000 48.00 DELINEATOR WITH POST, D1 | | | 0085 808-06703 10916.000 LFT | 0.44000 4803.04| 0.35000 3820.60| 0.35000 3820.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0086 808-75067 177.000 LFT | 19.00000 3363.00| 14.00000 2478.00| 14.00000 2478.00 TRANSVERSE MARKING, PREFORMED PLASTIC, | | | STOP LINE , WHITE 24 IN | | | 0087 808-75240 1010.000 LFT | 0.44000 444.40| 0.35000 353.50| 0.35000 353.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0088 808-75245 10586.000 LFT | 0.44000 4657.84| 0.35000 3705.10| 0.35000 3705.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0089 808-75320 4.000 EACH | 62.50000 250.00| 95.00000 380.00| 95.00000 380.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0090 808-75996 73.000 EACH | 10.50000 766.50| 8.95000 653.35| 8.00000 584.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 123.000 EACH | 23.50000 2890.50| 16.80000 2066.40| 29.00000 3567.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 622-05651 26.000 EACH | 280.00000 7280.00| 280.00000 7280.00| 280.00000 7280.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN | | | 0093 606-07484 7181.000 LFT | 0.84000 6032.04| 0.65000 4667.65| 0.63000 4524.03 MILLED HMA SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 1,576,478.81| $ 1,780,718.05| $ 1,845,950.53 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,576,478.81| $ 1,780,718.05| $ 1,845,950.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -12 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1058916 |( ) |( ) |WOODRUFF & SONS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 34000.00000 34000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 260.00000 520.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 32.000 MOS | 62.00000 1984.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 123000.00000 123000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-02245 4.000 EACH | 105.00000 420.00| | TREE, 6 IN, REMOVE | | | 0013 201-52370 LUMP | 54138.00000 54138.00| | CLEARING RIGHT OF WAY | | | 0014 202-74035 22.000 EACH | 37.00000 814.00| | SIGN, REMOVE | | | 0015 202-96133 236.000 LFT | 15.00000 3540.00| | PIPE, REMOVE | | | 0016 203-02000 63401.000 CYS | 7.50000 475507.50| | EXCAVATION, COMMON | | | 0018 205-03371 100.000 CYS | 61.00000 6100.00| | SEDIMENT, REMOVE | | | 0019 205-06931 384.000 TON | 48.00000 18432.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 1.000 EACH | 79.00000 79.00| | TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -13 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1058916 |( ) |( ) |WOODRUFF & SONS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06937 7027.000 LFT | 1.50000 10540.50| | TEMPORARY SILT FENCE | | | 0022 205-09543 100.000 TON | 53.50000 5350.00| | NO 2 STONE | | | 0023 207-08263 27851.000 SYS | 7.50000 208882.50| | SUBGRADE TREATMENT, TYPE IA | | | 0024 207-08267 5168.000 SYS | 12.00000 62016.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-09264 522.000 CYS | 16.00000 8352.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0026 301-07448 6355.000 TON | 16.00000 101680.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-07449 140.000 TON | 29.00000 4060.00| | COMPACTED AGGREGATE, NO. 73 | | | 0028 306-08034 466.000 SYS | 8.00000 3728.00| | MILLING, ASPHALT, 1 1/2 IN | | | 0029 401-07320 659.000 TON | 57.25000 37727.75| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07322 1260.000 TON | 58.27000 73420.20| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0031 401-07392 1794.000 TON | 48.05000 86201.70| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0032 401-07408 4306.000 TON | 44.98000 193683.88| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0033 401-07422 1097.000 TON | 49.07000 53829.79| | QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0034 402-07432 447.000 TON | 59.29000 26502.63| | HMA SURFACE, TYPE A | | | 0035 402-07435 669.000 TON | 46.00000 30774.00| | HMA INTERMEDIATE, TYPE A | | | 0036 406-05520 20.000 TON | 0.01000 0.20| | ASPHALT FOR TACK COAT | | | 0037 610-07487 53.000 TON | 127.78000 6772.34| | HMA FOR APPROACHES, TYPE B | | | 0038 611-06497 2.000 EACH | 165.00000 330.00| | MAILBOX ASSEMBLY, SINGLE | | | 0039 615-06490 53.000 EACH | 143.00000 7579.00| | RIGHT OF WAY MARKER | | | 0040 615-06505 16.000 EACH | 580.00000 9280.00| | MONUMENT, B | | | 0041 615-06510 6.000 EACH | 420.00000 2520.00| | MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -14 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1058916 |( ) |( ) |WOODRUFF & SONS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 615-06527 1.000 EACH | 475.00000 475.00| | MONUMENT, SECTION CORNER | | | 0043 616-02320 35.000 SYS | 14.50000 507.50| | GEOTEXTILES | | | 0044 616-06405 26.000 TON | 61.00000 1586.00| | RIPRAP, REVETMENT | | | 0045 621-01004 1.000 EACH | 155.00000 155.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 859.000 SYS | 1.20000 1030.80| | EROSION CONTROL BLANKET | | | 0047 621-06545 6.000 TON | 780.00000 4680.00| | FERTILIZER | | | 0048 621-06553 2282.000 LBS | 4.60000 10497.20| | SEED MIXTURE, R | | | 0049 621-06557 1007.000 LBS | 2.50000 2517.50| | SEED MIXTURE, T | | | 0050 621-06565 41.000 TON | 230.00000 9430.00| | MULCHING MATERIAL | | | 0051 621-06567 40.000 kGAL | 1.00000 40.00| | WATER | | | 0052 621-06574 10931.000 SYS | 4.40000 48096.40| | SODDING | | | 0053 621-07643 1.000 EACH | 265.00000 265.00| | TREE PROTECTION | | | 0055 621-98038 23.000 CYS | 87.00000 2001.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0056 622-05626 27.000 EACH | 180.00000 4860.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT , OVER 72 TO 96 IN | | | 0057 622-05646 42.000 EACH | 205.00000 8610.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, 96 | | | TO 120 IN | | | 0060 628-09402 16.000 MOS | 1521.00000 24336.00| | FIELD OFFICE, B | | | 0061 628-09407 16.000 MOS | 210.00000 3360.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0062 715-05119 150.000 LFT | 25.00000 3750.00| | PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0063 715-05121 92.000 LFT | 27.00000 2484.00| | PIPE, TYPE 1, CIRCULAR, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -15 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1058916 |( ) |( ) |WOODRUFF & SONS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 715-05125 271.000 LFT | 45.00000 12195.00| | PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0065 715-05169 214.000 LFT | 24.50000 5243.00| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0066 715-09064 727.000 LFT | 1.50000 1090.50| | VIDEO INSPECTION FOR PIPE | | | 0067 715-46005 10.000 EACH | 270.00000 2700.00| | PIPE END SECTION, 15 IN | | | 0068 715-46010 1.000 EACH | 310.00000 310.00| | PIPE END SECTION, 18 IN | | | 0069 715-46030 6.000 EACH | 695.00000 4170.00| | PIPE END SECTION, 30 IN | | | 0070 720-45030 1.000 EACH | 975.00000 975.00| | INLET, E7 | | | 0071 801-03290 4.000 EACH | 135.00000 540.00| | CONSTRUCTION SIGN, C | | | 0072 801-04308 8.000 EACH | 80.00000 640.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06625 42.000 EACH | 40.00000 1680.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0074 801-06640 24.000 EACH | 115.00000 2760.00| | CONSTRUCTION SIGN, A | | | 0075 801-06645 10.000 EACH | 42.00000 420.00| | CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP | 24000.00000 24000.00| | MAINTAINING TRAFFIC | | | 0077 801-07118 96.000 LFT | 7.40000 710.40| | BARRICADE, III-A | | | 0078 801-07119 96.000 LFT | 7.40000 710.40| | BARRICADE, III-B | | | 0079 802-05701 131.000 LFT | 12.50000 1637.50| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0080 802-05702 18.000 LFT | 13.50000 243.00| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0081 802-09838 65.000 SFT | 5.20000 338.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0082 802-09840 49.000 SFT | 12.70000 622.30| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 205 -16 TABULATION OF BIDS CALL ORDER : 205 CONTRACT ID : R -30324-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1058916 |( ) |( ) |WOODRUFF & SONS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 802-09842 6.000 SFT | 13.70000 82.20| | SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0084 804-06725 2.000 EACH | 48.00000 96.00| | DELINEATOR WITH POST, D1 | | | 0085 808-06703 10916.000 LFT | 0.35000 3820.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0086 808-75067 177.000 LFT | 15.00000 2655.00| | TRANSVERSE MARKING, PREFORMED PLASTIC, | | | STOP LINE , WHITE 24 IN | | | 0087 808-75240 1010.000 LFT | 0.35000 353.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0088 808-75245 10586.000 LFT | 0.35000 3705.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0089 808-75320 4.000 EACH | 100.00000 400.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0090 808-75996 73.000 EACH | 21.50000 1569.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 123.000 EACH | 44.00000 5412.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 622-05651 26.000 EACH | 212.00000 5512.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN | | | 0093 606-07484 7181.000 LFT | 0.70000 5026.70| | MILLED HMA SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 1,870,071.09| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,870,071.09| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -1 VENDOR RANKING CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 05/15/13 LOCATION : ON US 27, 0.50 km SOUTH OF SR 44 SOUTH JUNCTION TO 0.57 km PROJECT(S) : 0700011 NORTH OF SR 44 NORTH JUNCTION 2493012 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 4,887,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 5,115,915.00 104.6842% 3 35-1698047 GRADEX INC $ 5,233,930.79 107.0991% 4 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 5,410,558.61 110.7133% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -2 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNS, LIGHTING, SIGNALS, AND MARKINGS | | | 0001 105-06845 LUMP | 27500.00000 27500.00| 75000.00000 75000.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 225.00000 675.00| 115.00000 345.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 84.000 MOS | 84.00000 7056.00| 90.00000 7560.00| 100.00000 8400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09542 LUMP | 10000.00000 10000.00| 25000.00000 25000.00| 25000.00000 25000.00 UTILITY RELOCATION ENGINEERING | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 244000.00000 244000.00| 250000.00000 250000.00| 261000.00000 261000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 113-01614 LUMP | 16500.00000 16500.00| 16800.00000 16800.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0015 201-52370 LUMP | 97000.00000 97000.00| 102300.00000 102300.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0016 202-02240 9151.000 SYS | 6.00000 54906.00| 7.75000 70920.25| 7.45000 68174.95 PAVEMENT REMOVAL | | | 0017 202-02278 5342.000 LFT | 2.00000 10684.00| 2.30000 12286.60| 4.40000 23504.80 CURB, CONCRETE, REMOVE | | | 0018 202-03875 5.000 EACH | 200.00000 1000.00| 290.00000 1450.00| 440.00000 2200.00 CONCRETE STEPS, REMOVE | | | 0019 202-52710 3863.000 SYS | 3.00000 11589.00| 4.20000 16224.60| 4.40000 16997.20 SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -3 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-74080 1.000 EACH | 1500.00000 1500.00| 1474.00000 1474.00| 1500.00000 1500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0021 202-91385 11.000 EACH | 400.00000 4400.00| 400.00000 4400.00| 450.00000 4950.00 INLET, REMOVE | | | 0022 202-93047 2.000 EACH | 750.00000 1500.00| 500.00000 1000.00| 650.00000 1300.00 MANHOLE, REMOVE | | | 0023 202-96133 742.000 LFT | 25.00000 18550.00| 25.00000 18550.00| 18.50000 13727.00 PIPE, REMOVE | | | 0024 203-02000 14566.000 CYS | 18.00000 262188.00| 21.00000 305886.00| 23.85000 347399.10 EXCAVATION, COMMON | | | 0025 205-02237 115.000 EACH | 100.00000 11500.00| 375.00000 43125.00| 100.00000 11500.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0026 205-02770 1438.000 SYS | 1.00000 1438.00| 0.97000 1394.86| 0.95000 1366.10 EROSION CONTROL BLANKET | | | 0027 205-03371 20.000 CYS | 50.00000 1000.00| 21.00000 420.00| 45.00000 900.00 SEDIMENT, REMOVE | | | 0028 205-04931 2.000 EACH | 2500.00000 5000.00| 375.00000 750.00| 1650.00000 3300.00 SEDIMENT TRAP | | | 0029 205-06931 52.500 TON | 38.00000 1995.00| 61.00000 3202.50| 29.00000 1522.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0030 205-06933 12.000 EACH | 100.00000 1200.00| 90.64000 1087.68| 88.00000 1056.00 TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06937 3063.000 LFT | 1.40000 4288.20| 1.33000 4073.79| 1.28000 3920.64 TEMPORARY SILT FENCE | | | 0032 205-08517 37.000 TON | 38.00000 1406.00| 65.00000 2405.00| 29.00000 1073.00 ROCK FILTER BERM | | | 0033 205-09543 450.000 TON | 15.00000 6750.00| 19.00000 8550.00| 20.00000 9000.00 NO 2 STONE | | | 0034 207-08263 33607.700 SYS | 4.00000 134430.80| 4.40000 147873.88| 4.30000 144513.11 SUBGRADE TREATMENT, TYPE IA | | | 0035 207-08267 3910.700 SYS | 18.00000 70392.60| 14.00000 54749.80| 6.85000 26788.30 SUBGRADE TREATMENT, TYPE IIIA | | | 0036 210-07739 14.000 EACH | 1.00000 14.00| 100.00000 1400.00| 5000.00000 70000.00 TEMPORARY | | | 0037 211-09264 8050.500 CYS | 20.00000 161010.00| 19.00000 152959.50| 20.50000 165035.25 STRUCTURAL BACKFILL, TYPE 1 | | | 0038 211-09265 404.400 CYS | 30.00000 12132.00| 21.00000 8492.40| 29.00000 11727.60 STRUCTURAL BACKFILL, TYPE 2 | | | 0039 211-09266 111.100 CYS | 40.00000 4444.00| 23.00000 2555.30| 38.00000 4221.80 STRUCTURAL BACKFILL, TYPE 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -4 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 213-09269 30.000 CYS | 85.00000 2550.00| 85.00000 2550.00| 75.00000 2250.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0041 301-07448 3041.000 TON | 19.00000 57779.00| 22.00000 66902.00| 15.25000 46375.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0042 303-01180 41.600 TON | 19.00000 790.40| 55.00000 2288.00| 18.00000 748.80 COMPACTED AGGREGATE, NO. 53 | | | 0043 303-07449 9.500 TON | 19.00000 180.50| 42.00000 399.00| 25.00000 237.50 COMPACTED AGGREGATE, NO. 73 | | | 0044 304-07490 4.300 TON | 190.00000 817.00| 250.00000 1075.00| 250.00000 1075.00 HMA PATCHING, TYPE B | | | 0045 306-08034 156.000 SYS | 12.00000 1872.00| 22.00000 3432.00| 20.00000 3120.00 MILLING, ASPHALT, 1 1/2 IN | | | 0046 401-06264 LUMP | 2500.00000 2500.00| 350.00000 350.00| 350.00000 350.00 PROFILOGRAPH, HMA | | | 0047 401-07334 1842.800 TON | 75.00000 138210.00| 75.85000 139776.38| 75.00000 138210.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0048 401-07403 3063.900 TON | 55.00000 168514.50| 61.40000 188123.46| 61.00000 186897.90 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0049 401-07424 8709.300 TON | 50.00000 435465.00| 53.75000 468124.88| 53.00000 461592.90 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0050 401-07429 3241.400 TON | 55.00000 178277.00| 62.15000 201453.01| 62.00000 200966.80 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0051 402-07432 628.400 TON | 100.00000 62840.00| 114.00000 71637.60| 115.00000 72266.00 HMA SURFACE, TYPE A | | | 0052 402-07433 52.600 TON | 175.00000 9205.00| 175.00000 9205.00| 176.00000 9257.60 HMA SURFACE, TYPE B | | | 0053 402-07435 1044.700 TON | 75.00000 78352.50| 91.20000 95276.64| 92.00000 96112.40 HMA INTERMEDIATE, TYPE A | | | 0054 402-07438 87.400 TON | 100.00000 8740.00| 110.00000 9614.00| 110.00000 9614.00 HMA INTERMEDIATE, TYPE B | | | 0055 406-05520 24.600 TON | 475.00000 11685.00| 480.00000 11808.00| 480.00000 11808.00 ASPHALT FOR TACK COAT | | | 0056 603-98225 290.900 LFT | 68.00000 19781.20| 30.00000 8727.00| 30.00000 8727.00 FENCE, CHAIN LINK, BLACK VINYL COAT, 48 | | | IN | | | 0057 604-06070 5500.400 SYS | 29.00000 159511.60| 39.00000 214515.60| 32.00000 176012.80 SIDEWALK, CONCRETE | | | 0058 604-07894 28.000 SYS | 140.00000 3920.00| 154.00000 4312.00| 120.00000 3360.00 CURB RAMP, CONCRETE, A | | | 0059 604-07896 342.400 SYS | 140.00000 47936.00| 154.00000 52729.60| 95.00000 32528.00 CURB RAMP, CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -5 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604-07897 2.700 SYS | 140.00000 378.00| 154.00000 415.80| 165.00000 445.50 CURB RAMP, CONCRETE, C | | | 0061 604-07900 21.600 SYS | 140.00000 3024.00| 154.00000 3326.40| 115.00000 2484.00 CURB RAMP, CONCRETE, F | | | 0062 604-07901 58.800 SYS | 140.00000 8232.00| 154.00000 9055.20| 120.00000 7056.00 CURB RAMP, CONCRETE, G | | | 0063 604-07902 94.500 SYS | 140.00000 13230.00| 154.00000 14553.00| 95.00000 8977.50 CURB RAMP, CONCRETE, H | | | 0064 604-07903 8.900 SYS | 140.00000 1246.00| 154.00000 1370.60| 115.00000 1023.50 CURB RAMP, CONCRETE, K | | | 0065 604-44251 9.600 CYS | 950.00000 9120.00| 1340.00000 12864.00| 850.00000 8160.00 STEPS, CONCRETE | | | 0066 604-92237 70.000 LFT | 140.00000 9800.00| 221.00000 15470.00| 215.00000 15050.00 HANDRAIL, STEEL | | | 0067 605-02493 32.800 SYS | 120.00000 3936.00| 99.00000 3247.20| 75.00000 2460.00 CURB ISLAND, CONCRETE | | | 0068 605-06120 1351.500 LFT | 20.00000 27030.00| 28.00000 37842.00| 17.50000 23651.25 CURB, CONCRETE | | | 0069 605-06140 9276.700 LFT | 13.00000 120597.10| 16.00000 148427.20| 18.00000 166980.60 CURB AND GUTTER, CONCRETE | | | 0070 610-08446 1163.000 SYS | 37.00000 43031.00| 42.00000 48846.00| 40.00000 46520.00 PCCP FOR APPROACHES, 6 IN | | | 0071 610-09108 2186.000 SYS | 45.00000 98370.00| 48.00000 104928.00| 48.00000 104928.00 PCCP FOR APPROACHES, 9 IN | | | 0072 611-06497 3.000 EACH | 150.00000 450.00| 144.00000 432.00| 140.00000 420.00 MAILBOX ASSEMBLY, SINGLE | | | 0073 611-06498 1.000 EACH | 290.00000 290.00| 175.00000 175.00| 170.00000 170.00 MAILBOX ASSEMBLY, DOUBLE | | | 0074 615-06505 21.000 EACH | 700.00000 14700.00| 515.00000 10815.00| 500.00000 10500.00 MONUMENT, B | | | 0075 616-02320 869.000 SYS | 2.00000 1738.00| 2.65000 2302.85| 1.60000 1390.40 GEOTEXTILES | | | 0076 616-06405 125.600 TON | 38.00000 4772.80| 48.00000 6028.80| 28.00000 3516.80 RIPRAP, REVETMENT | | | 0077 621-01004 6.000 EACH | 850.00000 5100.00| 875.50000 5253.00| 850.00000 5100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0078 621-06545 0.100 TON | 700.00000 70.00| 679.80000 67.98| 660.00000 66.00 FERTILIZER | | | 0079 621-06554 49.000 LBS | 5.00000 245.00| 5.11000 250.39| 4.95000 242.55 SEED MIXTURE, U | | | 0080 621-06557 470.000 LBS | 3.00000 1410.00| 2.95000 1386.50| 2.85000 1339.50 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -6 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 621-06565 6.300 TON | 475.00000 2992.50| 453.20000 2855.16| 440.00000 2772.00 MULCHING MATERIAL | | | 0082 621-06574 823.000 SYS | 3.50000 2880.50| 2.82000 2320.86| 3.00000 2469.00 SODDING | | | 0083 621-06575 7310.000 SYS | 3.50000 25585.00| 2.82000 20614.20| 3.00000 21930.00 SODDING, NURSERY | | | 0084 621-90853 1.000 EACH | 1750.00000 1750.00| 2680.00000 2680.00| 2975.00000 2975.00 TAPPING SLEEVE WITH VALVE AND BOX, 4 IN | | | X 4 IN. | | | 0085 621-90853 1.000 EACH | 1950.00000 1950.00| 2885.00000 2885.00| 3285.00000 3285.00 TAPPING SLEEVE WITH VALVE AND BOX, 6 IN | | | X 6 IN. | | | 0086 621-90853 1.000 EACH | 2450.00000 2450.00| 4345.00000 4345.00| 3700.00000 3700.00 TAPPING SLEEVE WITH VALVE AND BOX, 8 IN | | | X 8 IN. | | | 0087 622-05650 42.000 EACH | 250.00000 10500.00| 252.35000 10598.70| 245.00000 10290.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0088 628-09403 28.000 MOS | 1450.00000 40600.00| 1500.00000 42000.00| 1800.00000 50400.00 FIELD OFFICE, C | | | 0089 628-09407 28.000 MOS | 90.00000 2520.00| 225.00000 6300.00| 250.00000 7000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0090 628-09408 28.000 MOS | 90.00000 2520.00| 225.00000 6300.00| 250.00000 7000.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0091 628-09409 28.000 MOS | 100.00000 2800.00| 85.00000 2380.00| 100.00000 2800.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0092 703-06028 480.000 LBS | 4.00000 1920.00| 2.25000 1080.00| 3.00000 1440.00 REINFORCING BARS | | | 0093 715-02907 1923.000 LFT | 62.00000 119226.00| 45.00000 86535.00| 47.50000 91342.50 WATER LINE, 6 IN. DIP W/ GRANULAR | | | BACKFILL | | | 0094 715-04836 7.000 EACH | 700.00000 4900.00| 1040.00000 7280.00| 900.00000 6300.00 GATE VALVE , AND BOX, 4 IN., MECHANICAL | | | JOINT | | | 0095 715-05024 622.000 LFT | 100.00000 62200.00| 70.00000 43540.00| 82.00000 51004.00 PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0096 715-05048 11681.000 LFT | 4.90000 57236.90| 4.00000 46724.00| 4.00000 46724.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0097 715-05053 34.000 LFT | 12.00000 408.00| 17.50000 595.00| 10.00000 340.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0098 715-05149 2855.000 LFT | 49.00000 139895.00| 46.50000 132757.50| 30.00000 85650.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -7 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 715-05151 615.000 LFT | 41.00000 25215.00| 47.50000 29212.50| 34.00000 20910.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0100 715-05152 701.000 LFT | 46.00000 32246.00| 47.00000 32947.00| 36.00000 25236.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0101 715-05153 1441.000 LFT | 54.00000 77814.00| 41.50000 59801.50| 48.00000 69168.00 PIPE, TYPE 2, CIRCULAR, 21 IN | | | 0102 715-05154 649.000 LFT | 54.00000 35046.00| 53.00000 34397.00| 54.00000 35046.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0103 715-05155 1361.000 LFT | 70.00000 95270.00| 66.00000 89826.00| 59.00000 80299.00 PIPE, TYPE 2, CIRCULAR, 27 IN | | | 0104 715-05157 193.000 LFT | 75.00000 14475.00| 67.50000 13027.50| 66.00000 12738.00 PIPE, TYPE 2, CIRCULAR, 33 IN | | | 0105 715-05169 35.000 LFT | 41.00000 1435.00| 50.00000 1750.00| 50.00000 1750.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0106 715-05438 25.000 LFT | 8.00000 200.00| 11.50000 287.50| 8.50000 212.50 PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | | UNDISTRIBUTED | | | 0107 715-05443 100.000 LFT | 10.00000 1000.00| 19.00000 1900.00| 13.50000 1350.00 PIPE, DRAIN TILE TERMINAL SECTION, 12 | | | IN UNDISTRIBUTED | | | 0108 715-07073 992.000 LFT | 72.00000 71424.00| 49.25000 48856.00| 46.00000 45632.00 WATER LINE , 4 IN., DIP W/ GRANULAR | | | BACKFILL | | | 0109 715-07073 75.000 LFT | 72.00000 5400.00| 55.00000 4125.00| 29.00000 2175.00 WATER LINE 2 IN, TUBING W/ GRANULAR | | | BACKFILL | | | 0110 715-07073 2172.000 LFT | 60.00000 130320.00| 55.00000 119460.00| 52.00000 112944.00 WATER LINE 8 IN. DIP W/ GRANULAR | | | BACKFILL | | | 0111 715-07073 1.000 LFT | 5900.00000 5900.00| 180.00000 180.00| 7500.00000 7500.00 WATER LINE 8 IN. SPOT LOWERING | | | 0112 715-09064 8246.000 LFT | 0.90000 7421.40| 0.90000 7421.40| 1.00000 8246.00 VIDEO INSPECTION FOR PIPE | | | 0113 715-46005 3.000 EACH | 575.00000 1725.00| 340.00000 1020.00| 585.00000 1755.00 PIPE END SECTION, 15 IN | | | 0114 715-46015 1.000 EACH | 650.00000 650.00| 368.00000 368.00| 740.00000 740.00 PIPE END SECTION, 21 IN | | | 0115 715-92253 25.000 EACH | 500.00000 12500.00| 725.00000 18125.00| 850.00000 21250.00 SEWER, SANITARY LATERAL, RECONNECT | | | 0116 718-06529 1.000 EACH | 550.00000 550.00| 585.00000 585.00| 480.00000 480.00 OUTLET PROTECTOR, 2 | | | 0117 718-06532 3000.000 LFT | 0.70000 2100.00| 1.33000 3990.00| 0.80000 2400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -8 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 718-52610 945.000 CYS | 28.00000 26460.00| 37.00000 34965.00| 30.00000 28350.00 AGGREGATE FOR UNDERDRAINS | | | 0119 718-99153 8022.000 SYS | 1.50000 12033.00| 1.69000 13557.18| 0.95000 7620.90 GEOTEXTILES FOR UNDERDRAIN | | | 0120 719-05439 25.000 LFT | 10.00000 250.00| 13.50000 337.50| 11.00000 275.00 PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | | , UNDISTRIBUTED | | | 0121 720-02442 11.000 EACH | 375.00000 4125.00| 400.00000 4400.00| 266.00000 2926.00 PIPE, PLUG EXISTING | | | 0122 720-44000 23.000 EACH | 375.00000 8625.00| 425.00000 9775.00| 700.00000 16100.00 CASTING, ADJUST TO GRADE | | | 0123 720-44296 15.000 EACH | 250.00000 3750.00| 425.00000 6375.00| 375.00000 5625.00 CAP INLET | | | 0124 720-45035 3.000 EACH | 1200.00000 3600.00| 1300.00000 3900.00| 1400.00000 4200.00 INLET, F7 | | | 0125 720-45045 12.000 EACH | 1500.00000 18000.00| 1650.00000 19800.00| 1500.00000 18000.00 INLET, J10 | | | 0126 720-45055 4.000 EACH | 1500.00000 6000.00| 1550.00000 6200.00| 1800.00000 7200.00 INLET, M10 | | | 0127 720-45080 9.000 EACH | 2100.00000 18900.00| 1750.00000 15750.00| 1900.00000 17100.00 INLET, S14 | | | 0128 720-45155 1.000 EACH | 1500.00000 1500.00| 1550.00000 1550.00| 2000.00000 2000.00 INLET, M10, MODIFIED | | | 0129 720-45235 3.000 EACH | 1200.00000 3600.00| 1300.00000 3900.00| 1400.00000 4200.00 CATCH BASIN, E7 | | | 0130 720-45260 7.000 EACH | 780.00000 5460.00| 1050.00000 7350.00| 1300.00000 9100.00 PIPE CATCH BASIN, 12 IN | | | 0131 720-45410 32.000 EACH | 2100.00000 67200.00| 2350.00000 75200.00| 1800.00000 57600.00 MANHOLE, C4 | | | 0132 720-45605 3.500 LFT | 295.00000 1032.50| 850.00000 2975.00| 373.00000 1305.50 STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0133 720-91973 16.000 EACH | 2750.00000 44000.00| 2850.00000 45600.00| 4600.00000 73600.00 MANHOLE, H4 | | | 0134 720-93409 48.000 EACH | 1900.00000 91200.00| 2050.00000 98400.00| 2000.00000 96000.00 INLET, B15, MODIFIED | | | 0135 720-95409 3.000 EACH | 2700.00000 8100.00| 2600.00000 7800.00| 4000.00000 12000.00 MANHOLE, J4, MODIFIED | | | 0136 720-95422 1.000 EACH | 2700.00000 2700.00| 2550.00000 2550.00| 3900.00000 3900.00 MANHOLE, J4 | | | 0137 720-96999 9.000 EACH | 3500.00000 31500.00| 4950.00000 44550.00| 3800.00000 34200.00 FIRE HYDRANT ASSEMBLY | | | 0138 720-98174 4.000 EACH | 1900.00000 7600.00| 1950.00000 7800.00| 1900.00000 7600.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -9 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 720-98555 17.000 EACH | 2000.00000 34000.00| 1975.00000 33575.00| 1900.00000 32300.00 INLET, C15 | | | 0140 732-01525 1.000 EACH | 350.00000 350.00| 1525.00000 1525.00| 430.00000 430.00 VALVE BOX , 2. IN CURB STOP | | | 0141 732-01525 38.000 EACH | 250.00000 9500.00| 140.00000 5320.00| 165.00000 6270.00 VALVE BOX , AND LID, REMOVE | | | 0142 732-04995 1.000 EACH | 3985.00000 3985.00| 4885.00000 4885.00| 2925.00000 2925.00 LINE STOP 4 IN. | | | 0143 732-04995 1.000 EACH | 4090.00000 4090.00| 4990.00000 4990.00| 3300.00000 3300.00 LINE STOP 6 IN. | | | 0144 732-04995 1.000 EACH | 4306.00000 4306.00| 5090.00000 5090.00| 3600.00000 3600.00 LINE STOP 8 IN. | | | 0145 732-08419 157.700 SYS | 50.00000 7885.00| 50.00000 7885.00| 49.50000 7806.15 MODULAR BLOCK WALL | | | 0146 732-08421 157.700 SYS | 100.00000 15770.00| 155.00000 24443.50| 90.50000 14271.85 MODULAR BLOCK WALL ERECTION | | | 0147 732-90573 26.000 LFT | 200.00000 5200.00| 120.00000 3120.00| 200.00000 5200.00 WATER SERVICE LINE, 0.75 IN CONNECTION, | | | LONG, W/METER PIT | | | 0148 732-90573 29.000 LFT | 200.00000 5800.00| 80.00000 2320.00| 200.00000 5800.00 WATER SERVICE LINE, 0.75 IN CONNECTION, | | | SHORT, W/METER PIT | | | 0149 732-94780 1.000 EACH | 4400.00000 4400.00| 2880.00000 2880.00| 150.00000 150.00 WATER SERVICE CONNECTION 2 IN., SHORT, | | | W/METER PIT | | | 0150 732-95866 9.000 EACH | 800.00000 7200.00| 1100.00000 9900.00| 900.00000 8100.00 GATE VALVE, 6 IN. , AND BOX, MECHANICAL | | | JOINT | | | 0151 732-96948 12.000 EACH | 1150.00000 13800.00| 1450.00000 17400.00| 1250.00000 15000.00 GATE VALVE, 8 IN. , AND BOX, MECHANICAL | | | JOINT | | | 0152 732-97009 10.000 EACH | 585.00000 5850.00| 850.00000 8500.00| 1100.00000 11000.00 FIRE HYDRANT ASSEMBLY, REMOVE AND CAP | | | BRANCHTEE | | | 0153 801-03290 5.000 EACH | 275.00000 1375.00| 360.50000 1802.50| 295.00000 1475.00 CONSTRUCTION SIGN, C | | | 0154 801-04308 35.000 EACH | 390.00000 13650.00| 509.85000 17844.75| 595.00000 20825.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0155 801-06625 128.000 EACH | 105.00000 13440.00| 123.60000 15820.80| 120.00000 15360.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0156 801-06640 31.000 EACH | 185.00000 5735.00| 303.85000 9419.35| 245.00000 7595.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -10 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 801-06645 7.000 EACH | 80.00000 560.00| 77.25000 540.75| 120.00000 840.00 CONSTRUCTION SIGN, B | | | 0158 801-06775 LUMP | 99870.90000 99870.90| 36163.87000 36163.87| 300000.00000 300000.00 MAINTAINING TRAFFIC | | | 0159 801-07119 328.000 LFT | 18.00000 5904.00| 25.75000 8446.00| 15.00000 4920.00 BARRICADE, III-B | | | 0160 802-05701 861.800 LFT | 12.00000 10341.60| 14.94000 12875.29| 11.00000 9479.80 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0161 802-05703 98.800 LFT | 13.00000 1284.40| 15.97000 1577.84| 12.50000 1235.00 SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | 0162 802-09838 710.300 SFT | 12.00000 8523.60| 19.06000 13538.32| 11.00000 7813.30 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0163 802-09840 184.900 SFT | 14.00000 2588.60| 23.18000 4285.98| 13.30000 2459.17 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0164 802-09842 87.500 SFT | 14.00000 1225.00| 25.24000 2208.50| 13.00000 1137.50 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0165 805-01300 2.000 EACH | 4350.00000 8700.00| 1997.17000 3994.34| 1500.00000 3000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0166 805-01815 8.000 EACH | 3000.00000 24000.00| 2255.70000 18045.60| 1700.00000 13600.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0167 805-01842 11.000 EACH | 700.00000 7700.00| 852.84000 9381.24| 650.00000 7150.00 HANDHOLE, SIGNAL | | | 0168 805-02087 LUMP | 890.00000 890.00| 737.48000 737.48| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0169 805-02152 16.000 EACH | 640.00000 10240.00| 447.02000 7152.32| 445.00000 7120.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0170 805-02658 165.000 LFT | 2.75000 453.75| 1.84000 303.60| 1.50000 247.50 CABLE, COAXIAL | | | 0171 805-04953 1.000 EACH | 3225.00000 3225.00| 3404.15000 3404.15| 1000.00000 1000.00 MODEM , SIERRA WIRELESS RAVEN X W/ | | | ANTENNA | | | 0172 805-08464 2.000 EACH | 2250.00000 4500.00| 2280.42000 4560.84| 2500.00000 5000.00 RADIO, INTERCONNECT | | | 0173 805-08466 2.000 EACH | 2400.00000 4800.00| 260.59000 521.18| 275.00000 550.00 RADIO ANTENNA, 9db, YAGI | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -11 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0174 805-08493 LUMP | 1700.00000 1700.00| 1337.97000 1337.97| 500.00000 500.00 RADIO SYSTEM TESTING INTERCONNECT | | | 0175 805-09539 7.000 EACH | 450.00000 3150.00| 284.28000 1989.96| 230.00000 1610.00 LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0176 805-78106 1.000 EACH | 19693.00000 19693.00| 15366.57000 15366.57| 15200.00000 15200.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0177 805-78109 1.000 EACH | 13000.00000 13000.00| 11763.63000 11763.63| 7200.00000 7200.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0178 805-78205 16.000 EACH | 800.00000 12800.00| 464.53000 7432.48| 435.00000 6960.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0179 805-78370 16.000 EACH | 150.00000 2400.00| 146.26000 2340.16| 150.00000 2400.00 PEDESTRIAN PUSH BUTTON | | | 0180 805-78415 8.000 EACH | 1350.00000 10800.00| 1496.59000 11972.72| 1750.00000 14000.00 SPAN, CATENARY, AND TETHER | | | 0181 805-78420 8.000 EACH | 400.00000 3200.00| 229.69000 1837.52| 225.00000 1800.00 DISCONNECT HANGER | | | 0182 805-78445 2.000 EACH | 1400.00000 2800.00| 935.24000 1870.48| 600.00000 1200.00 SIGNAL SERVICE | | | 0183 805-78467 64.000 LFT | 8.50000 544.00| 2.28000 145.92| 2.75000 176.00 SIGNAL CABLE, 3C 8GA | | | 0184 805-78470 5850.000 LFT | 0.60000 3510.00| 0.58000 3393.00| 0.55000 3217.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0185 805-78485 2300.000 LFT | 1.75000 4025.00| 1.25000 2875.00| 1.65000 3795.00 SIGNAL CABLE, 5C 14GA | | | 0186 805-78490 1150.000 LFT | 2.00000 2300.00| 1.45000 1667.50| 1.75000 2012.50 SIGNAL CABLE, 7C 14GA | | | 0187 805-78510 2980.000 LFT | 1.50000 4470.00| 0.89000 2652.20| 0.95000 2831.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0188 805-78785 13.000 EACH | 725.00000 9425.00| 703.49000 9145.37| 600.00000 7800.00 SIGNAL DETECTOR HOUSING | | | 0189 805-78795 2005.000 LFT | 12.00000 24060.00| 6.18000 12390.90| 8.00000 16040.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0190 805-78925 2.000 EACH | 950.00000 1900.00| 1134.03000 2268.06| 600.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0191 805-81032 8.000 EACH | 4800.00000 38400.00| 3541.14000 28329.12| 3700.00000 29600.00 SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0192 805-92504 7.000 EACH | 200.00000 1400.00| 238.96000 1672.72| 165.00000 1155.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -12 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1698047 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0193 807-02191 23.000 EACH | 650.00000 14950.00| 923.91000 21249.93| 650.00000 14950.00 HANDHOLE, LIGHTING | | | 0194 807-06592 1368.000 LFT | 15.00000 20520.00| 15.92000 21778.56| 8.00000 10944.00 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0195 807-08214 1907.000 LFT | 8.00000 15256.00| 8.24000 15713.68| 3.00000 5721.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0196 808-06694 303.000 LFT | 0.55000 166.65| 0.75000 227.25| 0.95000 287.85 LINE, PAINT, SOLID, YELLOW, 8 IN | | | 0197 808-06713 3910.000 LFT | 0.80000 3128.00| 0.42000 1642.20| 0.15000 586.50 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0198 808-06714 10812.000 LFT | 0.35000 3784.20| 0.16000 1729.92| 0.15000 1621.80 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0199 808-06723 10.000 EACH | 49.00000 490.00| 72.10000 721.00| 65.00000 650.00 PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | 0200 808-06724 4.000 EACH | 60.00000 240.00| 97.85000 391.40| 89.00000 356.00 PAVEMENT MESSAGE MARKING, PAINT, ONLY | | | 0201 808-06726 533.000 LFT | 2.75000 1465.75| 2.21000 1177.93| 1.50000 799.50 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | 0202 808-09314 159.000 LFT | 0.80000 127.20| 1.04000 165.36| 1.89000 300.51 LINE, PAINT, SOLID, BLUE, 4 IN | | | 0203 808-75008 81.000 LFT | 0.55000 44.55| 0.75000 60.75| 0.95000 76.95 LINE, PAINT, SOLID, WHITE, 8 IN | | | 0204 808-75015 203.000 LFT | 2.00000 406.00| 1.12000 227.36| 0.75000 152.25 LINE, PAINT, SOLID, WHITE, 12 IN | | | 0205 808-75060 36.000 LFT | 2.00000 72.00| 1.12000 40.32| 0.75000 27.00 TRANSVERSE MARKING, PAINT, SOLID, | | | CROSSHATCH LINE, WHITE, 12" | | | 0206 808-75078 40.000 LFT | 2.00000 80.00| 1.12000 44.80| 0.75000 30.00 TRANSVERSE MARKING, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12" | | | 0207 808-75100 3547.000 LFT | 1.40000 4965.80| 0.63000 2234.61| 0.38000 1347.86 TRANSVERSE MARKING, PAINT, CROSSWALK | | | LINE, 6" | | | 0208 808-97222 2.000 EACH | 85.00000 170.00| 97.85000 195.70| 120.00000 240.00 PAVEMENT MESSAGE MARKING, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 4,887,000.00| $ 5,115,915.00| $ 5,233,930.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,887,000.00| $ 5,115,915.00| $ 5,233,930.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -13 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNS, LIGHTING, SIGNALS, AND MARKINGS | | | 0001 105-06845 LUMP | 78503.54000 78503.54| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 3026.87000 9080.61| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 84.000 MOS | 302.69000 25425.96| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09542 LUMP | 29428.87000 29428.87| | UTILITY RELOCATION ENGINEERING | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 170249.66000 170249.66| | MOBILIZATION AND DEMOBILIZATION | | | 0014 113-01614 LUMP | 52594.81000 52594.81| | PARTNERING OVERHEAD | | | 0015 201-52370 LUMP | 21418.89000 21418.89| | CLEARING RIGHT OF WAY | | | 0016 202-02240 9151.000 SYS | 7.75000 70920.25| | PAVEMENT REMOVAL | | | 0017 202-02278 5342.000 LFT | 1.52000 8119.84| | CURB, CONCRETE, REMOVE | | | 0018 202-03875 5.000 EACH | 1181.14000 5905.70| | CONCRETE STEPS, REMOVE | | | 0019 202-52710 3863.000 SYS | 8.47000 32719.61| | SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -14 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-74080 1.000 EACH | 5241.40000 5241.40| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0021 202-91385 11.000 EACH | 217.88000 2396.68| | INLET, REMOVE | | | 0022 202-93047 2.000 EACH | 863.12000 1726.24| | MANHOLE, REMOVE | | | 0023 202-96133 742.000 LFT | 12.73000 9445.66| | PIPE, REMOVE | | | 0024 203-02000 14566.000 CYS | 14.06000 204797.96| | EXCAVATION, COMMON | | | 0025 205-02237 115.000 EACH | 370.30000 42584.50| | TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0026 205-02770 1438.000 SYS | 1.04000 1495.52| | EROSION CONTROL BLANKET | | | 0027 205-03371 20.000 CYS | 50.47000 1009.40| | SEDIMENT, REMOVE | | | 0028 205-04931 2.000 EACH | 1189.05000 2378.10| | SEDIMENT TRAP | | | 0029 205-06931 52.500 TON | 42.69000 2241.23| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0030 205-06933 12.000 EACH | 98.93000 1187.16| | TEMPORARY DITCH INLET PROTECTION | | | 0031 205-06937 3063.000 LFT | 2.33000 7136.79| | TEMPORARY SILT FENCE | | | 0032 205-08517 37.000 TON | 61.27000 2266.99| | ROCK FILTER BERM | | | 0033 205-09543 450.000 TON | 28.17000 12676.50| | NO 2 STONE | | | 0034 207-08263 33607.700 SYS | 5.05000 169718.89| | SUBGRADE TREATMENT, TYPE IA | | | 0035 207-08267 3910.700 SYS | 11.25000 43995.38| | SUBGRADE TREATMENT, TYPE IIIA | | | 0036 210-07739 14.000 EACH | 298.00000 4172.00| | TEMPORARY | | | 0037 211-09264 8050.500 CYS | 20.00000 161010.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0038 211-09265 404.400 CYS | 25.63000 10364.77| | STRUCTURAL BACKFILL, TYPE 2 | | | 0039 211-09266 111.100 CYS | 25.63000 2847.49| | STRUCTURAL BACKFILL, TYPE 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -15 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 213-09269 30.000 CYS | 63.92000 1917.60| | FLOWABLE BACKFILL, NON-REMOVABLE | | | 0041 301-07448 3041.000 TON | 18.66000 56745.06| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0042 303-01180 41.600 TON | 46.62000 1939.39| | COMPACTED AGGREGATE, NO. 53 | | | 0043 303-07449 9.500 TON | 30.39000 288.71| | COMPACTED AGGREGATE, NO. 73 | | | 0044 304-07490 4.300 TON | 155.11000 666.97| | HMA PATCHING, TYPE B | | | 0045 306-08034 156.000 SYS | 1.61000 251.16| | MILLING, ASPHALT, 1 1/2 IN | | | 0046 401-06264 LUMP | 3118.74000 3118.74| | PROFILOGRAPH, HMA | | | 0047 401-07334 1842.800 TON | 91.96000 169463.89| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0048 401-07403 3063.900 TON | 69.80000 213860.22| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0049 401-07424 8709.300 TON | 63.15000 549992.30| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0050 401-07429 3241.400 TON | 75.34000 244207.08| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0051 402-07432 628.400 TON | 83.09000 52213.76| | HMA SURFACE, TYPE A | | | 0052 402-07433 52.600 TON | 94.17000 4953.34| | HMA SURFACE, TYPE B | | | 0053 402-07435 1044.700 TON | 75.34000 78707.70| | HMA INTERMEDIATE, TYPE A | | | 0054 402-07438 87.400 TON | 88.63000 7746.26| | HMA INTERMEDIATE, TYPE B | | | 0055 406-05520 24.600 TON | 387.76000 9538.90| | ASPHALT FOR TACK COAT | | | 0056 603-98225 290.900 LFT | 31.85000 9265.17| | FENCE, CHAIN LINK, BLACK VINYL COAT, 48 | | | IN | | | 0057 604-06070 5500.400 SYS | 45.99000 252963.40| | SIDEWALK, CONCRETE | | | 0058 604-07894 28.000 SYS | 105.78000 2961.84| | CURB RAMP, CONCRETE, A | | | 0059 604-07896 342.400 SYS | 67.22000 23016.13| | CURB RAMP, CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -16 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604-07897 2.700 SYS | 281.72000 760.64| | CURB RAMP, CONCRETE, C | | | 0061 604-07900 21.600 SYS | 78.67000 1699.27| | CURB RAMP, CONCRETE, F | | | 0062 604-07901 58.800 SYS | 142.29000 8366.65| | CURB RAMP, CONCRETE, G | | | 0063 604-07902 94.500 SYS | 184.53000 17438.09| | CURB RAMP, CONCRETE, H | | | 0064 604-07903 8.900 SYS | 118.63000 1055.81| | CURB RAMP, CONCRETE, K | | | 0065 604-44251 9.600 CYS | 2059.51000 19771.30| | STEPS, CONCRETE | | | 0066 604-92237 70.000 LFT | 173.78000 12164.60| | HANDRAIL, STEEL | | | 0067 605-02493 32.800 SYS | 39.54000 1296.91| | CURB ISLAND, CONCRETE | | | 0068 605-06120 1351.500 LFT | 28.56000 38598.84| | CURB, CONCRETE | | | 0069 605-06140 9276.700 LFT | 15.46000 143417.78| | CURB AND GUTTER, CONCRETE | | | 0070 610-08446 1163.000 SYS | 28.67000 33343.21| | PCCP FOR APPROACHES, 6 IN | | | 0071 610-09108 2186.000 SYS | 41.90000 91593.40| | PCCP FOR APPROACHES, 9 IN | | | 0072 611-06497 3.000 EACH | 153.78000 461.34| | MAILBOX ASSEMBLY, SINGLE | | | 0073 611-06498 1.000 EACH | 186.73000 186.73| | MAILBOX ASSEMBLY, DOUBLE | | | 0074 615-06505 21.000 EACH | 549.20000 11533.20| | MONUMENT, B | | | 0075 616-02320 869.000 SYS | 0.77000 669.13| | GEOTEXTILES | | | 0076 616-06405 125.600 TON | 31.82000 3996.59| | RIPRAP, REVETMENT | | | 0077 621-01004 6.000 EACH | 933.65000 5601.90| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0078 621-06545 0.100 TON | 725.00000 72.50| | FERTILIZER | | | 0079 621-06554 49.000 LBS | 5.44000 266.56| | SEED MIXTURE, U | | | 0080 621-06557 470.000 LBS | 3.13000 1471.10| | SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -17 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 621-06565 6.300 TON | 483.30000 3044.79| | MULCHING MATERIAL | | | 0082 621-06574 823.000 SYS | 3.00000 2469.00| | SODDING | | | 0083 621-06575 7310.000 SYS | 3.00000 21930.00| | SODDING, NURSERY | | | 0084 621-90853 1.000 EACH | 3414.34000 3414.34| | TAPPING SLEEVE WITH VALVE AND BOX, 4 IN | | | X 4 IN. | | | 0085 621-90853 1.000 EACH | 3806.06000 3806.06| | TAPPING SLEEVE WITH VALVE AND BOX, 6 IN | | | X 6 IN. | | | 0086 621-90853 1.000 EACH | 6190.00000 6190.00| | TAPPING SLEEVE WITH VALVE AND BOX, 8 IN | | | X 8 IN. | | | 0087 622-05650 42.000 EACH | 269.11000 11302.62| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0088 628-09403 28.000 MOS | 1597.56000 44731.68| | FIELD OFFICE, C | | | 0089 628-09407 28.000 MOS | 346.83000 9711.24| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0090 628-09408 28.000 MOS | 346.83000 9711.24| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0091 628-09409 28.000 MOS | 126.12000 3531.36| | MOBILE INTERNET SERVICE , 1 EACH | | | 0092 703-06028 480.000 LBS | 5.17000 2481.60| | REINFORCING BARS | | | 0093 715-02907 1923.000 LFT | 69.57000 133783.11| | WATER LINE, 6 IN. DIP W/ GRANULAR | | | BACKFILL | | | 0094 715-04836 7.000 EACH | 1531.84000 10722.88| | GATE VALVE , AND BOX, 4 IN., MECHANICAL | | | JOINT | | | 0095 715-05024 622.000 LFT | 87.16000 54213.52| | PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0096 715-05048 11681.000 LFT | 5.66000 66114.46| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0097 715-05053 34.000 LFT | 12.41000 421.94| | PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0098 715-05149 2855.000 LFT | 62.30000 177866.50| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -18 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 715-05151 615.000 LFT | 59.88000 36826.20| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0100 715-05152 701.000 LFT | 68.57000 48067.57| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0101 715-05153 1441.000 LFT | 72.48000 104443.68| | PIPE, TYPE 2, CIRCULAR, 21 IN | | | 0102 715-05154 649.000 LFT | 63.99000 41529.51| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0103 715-05155 1361.000 LFT | 112.63000 153289.43| | PIPE, TYPE 2, CIRCULAR, 27 IN | | | 0104 715-05157 193.000 LFT | 76.20000 14706.60| | PIPE, TYPE 2, CIRCULAR, 33 IN | | | 0105 715-05169 35.000 LFT | 45.98000 1609.30| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0106 715-05438 25.000 LFT | 16.96000 424.00| | PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | | UNDISTRIBUTED | | | 0107 715-05443 100.000 LFT | 29.76000 2976.00| | PIPE, DRAIN TILE TERMINAL SECTION, 12 | | | IN UNDISTRIBUTED | | | 0108 715-07073 992.000 LFT | 68.60000 68051.20| | WATER LINE , 4 IN., DIP W/ GRANULAR | | | BACKFILL | | | 0109 715-07073 75.000 LFT | 46.34000 3475.50| | WATER LINE 2 IN, TUBING W/ GRANULAR | | | BACKFILL | | | 0110 715-07073 2172.000 LFT | 73.00000 158556.00| | WATER LINE 8 IN. DIP W/ GRANULAR | | | BACKFILL | | | 0111 715-07073 1.000 LFT | 650.89000 650.89| | WATER LINE 8 IN. SPOT LOWERING | | | 0112 715-09064 8246.000 LFT | 0.93000 7668.78| | VIDEO INSPECTION FOR PIPE | | | 0113 715-46005 3.000 EACH | 343.64000 1030.92| | PIPE END SECTION, 15 IN | | | 0114 715-46015 1.000 EACH | 437.84000 437.84| | PIPE END SECTION, 21 IN | | | 0115 715-92253 25.000 EACH | 1250.76000 31269.00| | SEWER, SANITARY LATERAL, RECONNECT | | | 0116 718-06529 1.000 EACH | 1331.35000 1331.35| | OUTLET PROTECTOR, 2 | | | 0117 718-06532 3000.000 LFT | 0.71000 2130.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -19 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 718-52610 945.000 CYS | 28.48000 26913.60| | AGGREGATE FOR UNDERDRAINS | | | 0119 718-99153 8022.000 SYS | 0.75000 6016.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0120 719-05439 25.000 LFT | 18.01000 450.25| | PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | | , UNDISTRIBUTED | | | 0121 720-02442 11.000 EACH | 66.55000 732.05| | PIPE, PLUG EXISTING | | | 0122 720-44000 23.000 EACH | 694.21000 15966.83| | CASTING, ADJUST TO GRADE | | | 0123 720-44296 15.000 EACH | 291.36000 4370.40| | CAP INLET | | | 0124 720-45035 3.000 EACH | 904.28000 2712.84| | INLET, F7 | | | 0125 720-45045 12.000 EACH | 1209.29000 14511.48| | INLET, J10 | | | 0126 720-45055 4.000 EACH | 1174.54000 4698.16| | INLET, M10 | | | 0127 720-45080 9.000 EACH | 1804.07000 16236.63| | INLET, S14 | | | 0128 720-45155 1.000 EACH | 1174.52000 1174.52| | INLET, M10, MODIFIED | | | 0129 720-45235 3.000 EACH | 1078.20000 3234.60| | CATCH BASIN, E7 | | | 0130 720-45260 7.000 EACH | 741.67000 5191.69| | PIPE CATCH BASIN, 12 IN | | | 0131 720-45410 32.000 EACH | 2064.26000 66056.32| | MANHOLE, C4 | | | 0132 720-45605 3.500 LFT | 608.71000 2130.49| | STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0133 720-91973 16.000 EACH | 5370.37000 85925.92| | MANHOLE, H4 | | | 0134 720-93409 48.000 EACH | 1754.97000 84238.56| | INLET, B15, MODIFIED | | | 0135 720-95409 3.000 EACH | 4472.11000 13416.33| | MANHOLE, J4, MODIFIED | | | 0136 720-95422 1.000 EACH | 4472.11000 4472.11| | MANHOLE, J4 | | | 0137 720-96999 9.000 EACH | 4567.53000 41107.77| | FIRE HYDRANT ASSEMBLY | | | 0138 720-98174 4.000 EACH | 1689.23000 6756.92| | INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -20 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 720-98555 17.000 EACH | 1782.30000 30299.10| | INLET, C15 | | | 0140 732-01525 1.000 EACH | 1040.76000 1040.76| | VALVE BOX , 2. IN CURB STOP | | | 0141 732-01525 38.000 EACH | 211.05000 8019.90| | VALVE BOX , AND LID, REMOVE | | | 0142 732-04995 1.000 EACH | 5481.79000 5481.79| | LINE STOP 4 IN. | | | 0143 732-04995 1.000 EACH | 6030.99000 6030.99| | LINE STOP 6 IN. | | | 0144 732-04995 1.000 EACH | 6580.20000 6580.20| | LINE STOP 8 IN. | | | 0145 732-08419 157.700 SYS | 54.18000 8544.19| | MODULAR BLOCK WALL | | | 0146 732-08421 157.700 SYS | 137.16000 21630.13| | MODULAR BLOCK WALL ERECTION | | | 0147 732-90573 26.000 LFT | 177.11000 4604.86| | WATER SERVICE LINE, 0.75 IN CONNECTION, | | | LONG, W/METER PIT | | | 0148 732-90573 29.000 LFT | 82.42000 2390.18| | WATER SERVICE LINE, 0.75 IN CONNECTION, | | | SHORT, W/METER PIT | | | 0149 732-94780 1.000 EACH | 4412.91000 4412.91| | WATER SERVICE CONNECTION 2 IN., SHORT, | | | W/METER PIT | | | 0150 732-95866 9.000 EACH | 1642.65000 14783.85| | GATE VALVE, 6 IN. , AND BOX, MECHANICAL | | | JOINT | | | 0151 732-96948 12.000 EACH | 1966.99000 23603.88| | GATE VALVE, 8 IN. , AND BOX, MECHANICAL | | | JOINT | | | 0152 732-97009 10.000 EACH | 680.32000 6803.20| | FIRE HYDRANT ASSEMBLY, REMOVE AND CAP | | | BRANCHTEE | | | 0153 801-03290 5.000 EACH | 131.81000 659.05| | CONSTRUCTION SIGN, C | | | 0154 801-04308 35.000 EACH | 214.19000 7496.65| | ROAD CLOSURE SIGN ASSEMBLY | | | 0155 801-06625 128.000 EACH | 76.89000 9841.92| | DETOUR ROUTE MARKER ASSEMBLY | | | 0156 801-06640 31.000 EACH | 98.86000 3064.66| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -21 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 801-06645 7.000 EACH | 43.94000 307.58| | CONSTRUCTION SIGN, B | | | 0158 801-06775 LUMP | 3295.21000 3295.21| | MAINTAINING TRAFFIC | | | 0159 801-07119 328.000 LFT | 13.18000 4323.04| | BARRICADE, III-B | | | 0160 802-05701 861.800 LFT | 9.89000 8523.20| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0161 802-05703 98.800 LFT | 10.98000 1084.82| | SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | 0162 802-09838 710.300 SFT | 13.18000 9361.75| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0163 802-09840 184.900 SFT | 13.18000 2436.98| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0164 802-09842 87.500 SFT | 14.28000 1249.50| | SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0165 805-01300 2.000 EACH | 4371.65000 8743.30| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0166 805-01815 8.000 EACH | 3053.57000 24428.56| | SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0167 805-01842 11.000 EACH | 741.42000 8155.62| | HANDHOLE, SIGNAL | | | 0168 805-02087 LUMP | 977.58000 977.58| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0169 805-02152 16.000 EACH | 642.57000 10281.12| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0170 805-02658 165.000 LFT | 2.75000 453.75| | CABLE, COAXIAL | | | 0171 805-04953 1.000 EACH | 3251.27000 3251.27| | MODEM , SIERRA WIRELESS RAVEN X W/ | | | ANTENNA | | | 0172 805-08464 2.000 EACH | 2296.77000 4593.54| | RADIO, INTERCONNECT | | | 0173 805-08466 2.000 EACH | 2416.49000 4832.98| | RADIO ANTENNA, 9db, YAGI | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -22 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0174 805-08493 LUMP | 1746.46000 1746.46| | RADIO SYSTEM TESTING INTERCONNECT | | | 0175 805-09539 7.000 EACH | 455.84000 3190.88| | LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0176 805-78106 1.000 EACH | 19754.80000 19754.80| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0177 805-78109 1.000 EACH | 13158.89000 13158.89| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0178 805-78205 16.000 EACH | 822.71000 13163.36| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0179 805-78370 16.000 EACH | 159.27000 2548.32| | PEDESTRIAN PUSH BUTTON | | | 0180 805-78415 8.000 EACH | 1362.02000 10896.16| | SPAN, CATENARY, AND TETHER | | | 0181 805-78420 8.000 EACH | 411.90000 3295.20| | DISCONNECT HANGER | | | 0182 805-78445 2.000 EACH | 1493.83000 2987.66| | SIGNAL SERVICE | | | 0183 805-78467 64.000 LFT | 8.79000 562.56| | SIGNAL CABLE, 3C 8GA | | | 0184 805-78470 5850.000 LFT | 0.62000 3627.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0185 805-78485 2300.000 LFT | 1.76000 4048.00| | SIGNAL CABLE, 5C 14GA | | | 0186 805-78490 1150.000 LFT | 2.03000 2334.50| | SIGNAL CABLE, 7C 14GA | | | 0187 805-78510 2980.000 LFT | 1.48000 4410.40| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0188 805-78785 13.000 EACH | 760.10000 9881.30| | SIGNAL DETECTOR HOUSING | | | 0189 805-78795 2005.000 LFT | 12.36000 24781.80| | SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0190 805-78925 2.000 EACH | 994.06000 1988.12| | CONTROLLER CABINET FOUNDATION, P1 | | | 0191 805-81032 8.000 EACH | 4860.44000 38883.52| | SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0192 805-92504 7.000 EACH | 203.20000 1422.40| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 211 -23 TABULATION OF BIDS CALL ORDER : 211 CONTRACT ID : R -30327-A COUNTIES : UNION LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0193 807-02191 23.000 EACH | 686.50000 15789.50| | HANDHOLE, LIGHTING | | | 0194 807-06592 1368.000 LFT | 16.37000 22394.16| | CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0195 807-08214 1907.000 LFT | 8.24000 15713.68| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0196 808-06694 303.000 LFT | 0.44000 133.32| | LINE, PAINT, SOLID, YELLOW, 8 IN | | | 0197 808-06713 3910.000 LFT | 0.22000 860.20| | LINE, PAINT, SOLID, WHITE, 4 IN | | | 0198 808-06714 10812.000 LFT | 0.22000 2378.64| | LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0199 808-06723 10.000 EACH | 87.87000 878.70| | PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | 0200 808-06724 4.000 EACH | 87.87000 351.48| | PAVEMENT MESSAGE MARKING, PAINT, ONLY | | | 0201 808-06726 533.000 LFT | 2.47000 1316.51| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | 0202 808-09314 159.000 LFT | 1.65000 262.35| | LINE, PAINT, SOLID, BLUE, 4 IN | | | 0203 808-75008 81.000 LFT | 0.55000 44.55| | LINE, PAINT, SOLID, WHITE, 8 IN | | | 0204 808-75015 203.000 LFT | 1.32000 267.96| | LINE, PAINT, SOLID, WHITE, 12 IN | | | 0205 808-75060 36.000 LFT | 2.47000 88.92| | TRANSVERSE MARKING, PAINT, SOLID, | | | CROSSHATCH LINE, WHITE, 12" | | | 0206 808-75078 40.000 LFT | 2.47000 98.80| | TRANSVERSE MARKING, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12" | | | 0207 808-75100 3547.000 LFT | 1.32000 4682.04| | TRANSVERSE MARKING, PAINT, CROSSWALK | | | LINE, 6" | | | 0208 808-97222 2.000 EACH | 71.40000 142.80| | PAVEMENT MESSAGE MARKING, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 5,410,558.61| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,410,558.61| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -1 VENDOR RANKING CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION COMPLETION DATE : 11/18/11 LOCATION : ON US 231 AT SR 240 VETERANS MEMORIAL HIGHWAY PROJECT(S) : 0200429 0813022 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,037,700.00 100.0000% 2 37-0797609 FEUTZ CONTRACTORS INC $ 1,069,098.22 103.0258% 3 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 1,136,464.38 109.5176% 4 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,174,891.90 113.2208% 5 35-0999231 HUNT PAVING COMPANY INC $ 1,215,915.68 117.1741% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -2 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 37-0797609 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |FEUTZ CONTRACTORS INC |WABASH VALLEY ASPHALT CO LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 11831.01000 11831.01| 10000.00000 10000.00| 63840.00000 63840.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 110.00000 220.00| 200.00000 400.00| 75.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 32.000 MOS | 110.00000 3520.00| 80.00000 2560.00| 75.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09645 LUMP | 61000.00000 61000.00| 29000.00000 29000.00| 1912.05000 1912.05 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 44450.00000 44450.00| 53000.00000 53000.00| 54092.51000 54092.51 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 8800.00000 8800.00| 20000.00000 20000.00| 39986.50000 39986.50 CLEARING RIGHT OF WAY | | | 0015 202-02240 534.000 SYS | 25.00000 13350.00| 11.00000 5874.00| 18.87000 10076.58 PAVEMENT REMOVAL | | | 0016 202-02274 1041.000 LFT | 5.45000 5673.45| 10.00000 10410.00| 4.00000 4164.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0017 202-02278 443.000 LFT | 5.45000 2414.35| 11.50000 5094.50| 10.58000 4686.94 CURB, CONCRETE, REMOVE | | | 0018 202-02279 538.000 LFT | 5.45000 2932.10| 11.50000 6187.00| 9.36000 5035.68 CURB AND GUTTER, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -3 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 37-0797609 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |FEUTZ CONTRACTORS INC |WABASH VALLEY ASPHALT CO LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-05545 255.000 CYS | 42.00000 10710.00| 40.00000 10200.00| 41.80000 10659.00 REGULATED MATERIALS, DISPOSE, C | | | 0020 202-05550 255.000 CYS | 11.00000 2805.00| 9.00000 2295.00| 9.90000 2524.50 REGULATED MATERIALS, REMOVE, C | | | 0021 202-05555 255.000 CYS | 18.00000 4590.00| 18.00000 4590.00| 18.70000 4768.50 REGULATED MATERIALS, TRANSPORT, C | | | 0022 202-94810 4.000 EACH | 215.00000 860.00| 140.00000 560.00| 208.16000 832.64 CURB TURNOUT, REMOVE | | | 0023 202-96133 9.000 LFT | 50.00000 450.00| 96.00000 864.00| 119.90000 1079.10 PIPE, REMOVE | | | 0024 203-02000 1092.000 CYS | 33.10000 36145.20| 61.00000 66612.00| 32.53000 35522.76 EXCAVATION, COMMON | | | 0025 205-06931 22.500 TON | 62.00000 1395.00| 35.00000 787.50| 53.14000 1195.65 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0026 205-06937 915.000 LFT | 1.78000 1628.70| 3.00000 2745.00| 1.68000 1537.20 TEMPORARY SILT FENCE | | | 0027 205-09543 100.000 TON | 26.00000 2600.00| 15.00000 1500.00| 50.00000 5000.00 NO 2 STONE | | | 0028 207-08267 614.000 SYS | 12.50000 7675.00| 10.00000 6140.00| 24.40000 14981.60 SUBGRADE TREATMENT, TYPE IIIA | | | 0030 211-09264 206.500 CYS | 21.00000 4336.50| 22.00000 4543.00| 43.38000 8957.97 STRUCTURAL BACKFILL, TYPE 1 | | | 0031 211-09266 188.000 CYS | 21.00000 3948.00| 48.00000 9024.00| 31.01000 5829.88 STRUCTURAL BACKFILL, TYPE 3 | | | 0032 302-06464 309.000 CYS | 42.50000 13132.50| 30.00000 9270.00| 42.02000 12984.18 SUBBASE FOR PCCP | | | 0033 303-01180 2243.000 TON | 13.10000 29383.30| 13.50000 30280.50| 25.00000 56075.00 COMPACTED AGGREGATE, NO. 53 | | | 0034 303-08210 404.000 TON | 31.00000 12524.00| 22.50000 9090.00| 30.00000 12120.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0035 304-07493 46.000 TON | 103.00000 4738.00| 90.00000 4140.00| 85.24000 3921.04 WIDENING WITH HMA, TYPE B | | | 0036 306-08038 4139.000 SYS | 4.75000 19660.25| 3.15000 13037.85| 5.27000 21812.53 MILLING, ASPHALT, 4 IN | | | 0038 401-07334 465.000 TON | 96.40000 44826.00| 105.00000 48825.00| 110.83000 51535.95 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0039 401-07403 774.000 TON | 67.80000 52477.20| 80.00000 61920.00| 76.13000 58924.62 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0040 401-07408 679.000 TON | 58.25000 39551.75| 70.00000 47530.00| 66.22000 44963.38 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0041 406-05520 4.900 TON | 550.00000 2695.00| 500.00000 2450.00| 478.80000 2346.12 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -4 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 37-0797609 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |FEUTZ CONTRACTORS INC |WABASH VALLEY ASPHALT CO LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 502-06327 911.000 SYS | 54.00000 49194.00| 56.00000 51016.00| 52.50000 47827.50 PCCP, 10 IN | | | 0043 503-03489 985.000 EACH | 8.30000 8175.50| 7.50000 7387.50| 7.35000 7239.75 RETROFITTED TIE BARS | | | 0044 503-05240 455.000 LFT | 14.00000 6370.00| 14.50000 6597.50| 9.45000 4299.75 D-1 CONTRACTION JOINT | | | 0045 601-94689 1.000 EACH | 2565.00000 2565.00| 3100.00000 3100.00| 3294.00000 3294.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 331.250 LFT | 17.60000 5830.00| 21.00000 6956.25| 20.90000 6923.13 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0047 604-07900 74.000 SYS | 130.00000 9620.00| 98.00000 7252.00| 105.00000 7770.00 CURB RAMP, CONCRETE, F | | | 0048 604-07902 10.000 SYS | 130.00000 1300.00| 140.00000 1400.00| 92.40000 924.00 CURB RAMP, CONCRETE, H | | | 0049 604-91531 686.000 SYS | 37.00000 25382.00| 29.50000 20237.00| 28.35000 19448.10 SIDEWALK, CONCRETE, 4 IN | | | 0050 605-06090 705.000 LFT | 17.90000 12619.50| 5.50000 3877.50| 9.98000 7035.90 CURB, INTEGRAL, CONCRETE | | | 0051 605-06095 370.000 LFT | 14.00000 5180.00| 5.50000 2035.00| 9.98000 3692.60 CURB, INTEGRAL, B, CONCRETE | | | 0052 605-06125 458.000 LFT | 24.95000 11427.10| 25.75000 11793.50| 23.10000 10579.80 CURB, CONCRETE, MODIFIED | | | 0053 605-06225 161.000 LFT | 50.15000 8074.15| 51.00000 8211.00| 39.90000 6423.90 CENTER CURB, B, CONCRETE, MODIFIED | | | 0054 605-52807 737.000 LFT | 16.40000 12086.80| 19.00000 14003.00| 16.28000 11998.36 CURB AND GUTTER, COMBINED | | | 0055 607-06335 139.000 LFT | 37.60000 5226.40| 40.00000 5560.00| 26.25000 3648.75 PAVED SIDE DITCH, A | | | 0056 610-07487 67.000 TON | 92.50000 6197.50| 110.00000 7370.00| 99.21000 6647.07 HMA FOR APPROACHES, TYPE B | | | 0057 610-09108 513.000 SYS | 53.50000 27445.50| 51.00000 26163.00| 43.05000 22084.65 PCCP FOR APPROACHES, 9 IN | | | 0058 611-06498 1.000 EACH | 348.00000 348.00| 330.00000 330.00| 327.00000 327.00 MAILBOX ASSEMBLY, DOUBLE | | | 0059 615-06490 22.000 EACH | 174.00000 3828.00| 145.00000 3190.00| 145.80000 3207.60 RIGHT OF WAY MARKER | | | 0060 615-06500 3.000 EACH | 630.00000 1890.00| 740.00000 2220.00| 718.20000 2154.60 MONUMENT, A | | | 0061 616-02320 168.000 SYS | 1.85000 310.80| 3.45000 579.60| 2.00000 336.00 GEOTEXTILES | | | 0062 616-06405 110.000 TON | 34.00000 3740.00| 28.00000 3080.00| 32.91000 3620.10 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -5 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 37-0797609 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |FEUTZ CONTRACTORS INC |WABASH VALLEY ASPHALT CO LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 621-01004 2.000 EACH | 450.00000 900.00| 490.00000 980.00| 183.75000 367.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 0.100 TON | 495.00000 49.50| 550.00000 55.00| 660.00000 66.00 FERTILIZER | | | 0065 621-06557 48.000 LBS | 9.20000 441.60| 10.00000 480.00| 0.55000 26.40 SEED MIXTURE, T | | | 0066 621-06560 1951.000 SYS | 0.60000 1170.60| 0.65000 1268.15| 1.10000 2146.10 MULCHED SEEDING, U | | | 0067 621-06565 2.000 TON | 325.00000 650.00| 360.00000 720.00| 366.12000 732.24 MULCHING MATERIAL | | | 0068 621-06567 2.200 kGAL | 1.00000 2.20| 1.10000 2.42| 0.01000 0.02 WATER | | | 0069 621-06575 852.000 SYS | 4.22000 3595.44| 4.65000 3961.80| 6.43000 5478.36 SODDING, NURSERY | | | 0070 622-98200 1.000 EACH | 40.00000 40.00| 44.00000 44.00| 34.10000 34.10 SIGN, DO NOT DISTURB | | | 0071 628-09402 16.000 MOS | 3100.00000 49600.00| 1850.00000 29600.00| 1500.00000 24000.00 FIELD OFFICE, B | | | 0072 628-09407 16.000 MOS | 225.00000 3600.00| 200.00000 3200.00| 250.00000 4000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0073 703-06029 2848.000 LBS | 2.80000 7974.40| 1.50000 4272.00| 5.25000 14952.00 REINFORCING BARS, EPOXY COATED | | | 0074 706-09545 0.100 CYS | 4200.00000 420.00| 110.00000 11.00| 5000.00000 500.00 COARSE AGGREGATE, NO 8 | | | 0075 714-44240 27.900 CYS | 622.00000 17353.80| 815.00000 22738.50| 1050.00000 29295.00 CONCRETE, A, STRUCTURES | | | 0076 715-05129 8.000 LFT | 135.00000 1080.00| 365.00000 2920.00| 193.66000 1549.28 PIPE, TYPE 1, CIRCULAR, 54 IN | | | 0077 715-05149 849.000 LFT | 27.50000 23347.50| 43.00000 36507.00| 35.17000 29859.33 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0078 715-08283 12.000 SYS | 116.00000 1392.00| 145.00000 1740.00| 48.73000 584.76 PCCP FOR STRUCTURE INSTALLATION | | | 0079 715-09064 847.000 LFT | 3.00000 2541.00| 3.30000 2795.10| 3.30000 2795.10 VIDEO INSPECTION FOR PIPE | | | 0080 715-92037 6.000 LFT | 9.65000 57.90| 14.00000 84.00| 100.00000 600.00 PIPE, PVC, 4 IN | | | 0081 718-99153 1.000 SYS | 48.50000 48.50| 15.00000 15.00| 200.00000 200.00 GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-44025 4.000 EACH | 760.00000 3040.00| 530.00000 2120.00| 782.25000 3129.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -6 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 37-0797609 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |FEUTZ CONTRACTORS INC |WABASH VALLEY ASPHALT CO LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 720-45075 1.000 EACH | 2480.00000 2480.00| 3600.00000 3600.00| 1907.00000 1907.00 INLET, R13 | | | 0084 720-45240 6.000 EACH | 2480.00000 14880.00| 1830.00000 10980.00| 3632.09000 21792.54 CATCH BASIN, J10 | | | 0085 720-45250 3.000 EACH | 2480.00000 7440.00| 1830.00000 5490.00| 3800.98000 11402.94 CATCH BASIN, K10 | | | 0086 720-45410 2.000 EACH | 2700.00000 5400.00| 1700.00000 3400.00| 3493.51000 6987.02 MANHOLE, C4 | | | 0087 720-91110 1.000 EACH | 9000.00000 9000.00| 10500.00000 10500.00| 9421.81000 9421.81 MANHOLE, N4 | | | 0088 720-98625 1.000 EACH | 3280.00000 3280.00| 2700.00000 2700.00| 4939.40000 4939.40 MANHOLE, C4, DROP | | | 0089 801-02595 2.000 EACH | 500.00000 1000.00| 550.00000 1100.00| 525.00000 1050.00 CONTROLLER, RESET TIMING | | | 0090 801-03290 4.000 EACH | 225.00000 900.00| 230.00000 920.00| 278.25000 1113.00 CONSTRUCTION SIGN, C | | | 0091 801-06207 11951.000 LFT | 0.95000 11353.45| 1.05000 12548.55| 0.79000 9441.29 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0092 801-06577 89.000 LFT | 5.64000 501.96| 2.20000 195.80| 9.45000 841.05 TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | 0093 801-06640 19.000 EACH | 195.00000 3705.00| 220.00000 4180.00| 162.75000 3092.25 CONSTRUCTION SIGN, A | | | 0094 801-06645 16.000 EACH | 135.00000 2160.00| 66.00000 1056.00| 56.70000 907.20 CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP | 25400.00000 25400.00| 49000.00000 49000.00| 29038.77000 29038.77 MAINTAINING TRAFFIC | | | 0096 801-07119 22.000 LFT | 11.50000 253.00| 24.00000 528.00| 19.43000 427.46 BARRICADE, III-B | | | 0097 801-94295 12.000 EACH | 150.00000 1800.00| 165.00000 1980.00| 157.50000 1890.00 SIGNAL HEAD, RELOCATE | | | 0098 802-05701 40.250 LFT | 11.00000 442.75| 12.00000 483.00| 11.55000 464.89 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0099 802-09838 131.700 SFT | 11.00000 1448.70| 12.00000 1580.40| 11.55000 1521.14 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0100 802-09842 28.600 SFT | 12.00000 343.20| 13.00000 371.80| 12.60000 360.36 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0101 805-01300 1.000 EACH | 1500.00000 1500.00| 1665.00000 1665.00| 1575.00000 1575.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -7 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 37-0797609 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |FEUTZ CONTRACTORS INC |WABASH VALLEY ASPHALT CO LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 805-01842 10.000 EACH | 600.00000 6000.00| 665.00000 6650.00| 630.00000 6300.00 HANDHOLE, SIGNAL | | | 0103 805-01844 1270.000 LFT | 7.50000 9525.00| 8.30000 10541.00| 7.88000 10007.60 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0104 805-02152 8.000 EACH | 475.00000 3800.00| 525.00000 4200.00| 498.75000 3990.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0105 805-02328 4680.000 LFT | 0.55000 2574.00| 0.60000 2808.00| 0.58000 2714.40 SIGNAL CABLE, 1C 14GA | | | 0106 805-03793 2.000 EACH | 1100.00000 2200.00| 1220.00000 2440.00| 1155.00000 2310.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0107 805-09539 6.000 EACH | 265.00000 1590.00| 290.00000 1740.00| 278.25000 1669.50 LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0108 805-78100 1.000 EACH | 8800.00000 8800.00| 9700.00000 9700.00| 9240.00000 9240.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0109 805-78205 2.000 EACH | 455.00000 910.00| 500.00000 1000.00| 477.75000 955.50 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0110 805-78230 6.000 EACH | 875.00000 5250.00| 970.00000 5820.00| 918.75000 5512.50 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0111 805-78415 4.000 EACH | 1600.00000 6400.00| 1700.00000 6800.00| 1680.00000 6720.00 SPAN, CATENARY, AND TETHER | | | 0112 805-78420 4.000 EACH | 225.00000 900.00| 245.00000 980.00| 236.25000 945.00 DISCONNECT HANGER | | | 0113 805-78445 1.000 EACH | 600.00000 600.00| 660.00000 660.00| 630.00000 630.00 SIGNAL SERVICE | | | 0114 805-78467 50.000 LFT | 2.75000 137.50| 3.00000 150.00| 2.89000 144.50 SIGNAL CABLE, 3C 8GA | | | 0115 805-78480 735.000 LFT | 0.75000 551.25| 0.80000 588.00| 0.79000 580.65 SIGNAL CABLE, 3C 14GA | | | 0116 805-78485 810.000 LFT | 1.65000 1336.50| 1.80000 1458.00| 1.73000 1401.30 SIGNAL CABLE, 5C 14GA | | | 0117 805-78490 1040.000 LFT | 1.75000 1820.00| 1.90000 1976.00| 1.84000 1913.60 SIGNAL CABLE, 7C 14GA | | | 0118 805-78510 3450.000 LFT | 0.85000 2932.50| 0.90000 3105.00| 0.89000 3070.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0119 805-78785 14.000 EACH | 550.00000 7700.00| 610.00000 8540.00| 577.50000 8085.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -8 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 37-0797609 |( 3 ) 35-2126716 |RIETH RILEY CONSTRUCTION |FEUTZ CONTRACTORS INC |WABASH VALLEY ASPHALT CO LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 805-78795 2040.000 LFT | 7.50000 15300.00| 8.30000 16932.00| 7.88000 16075.20 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0121 805-78906 4.000 EACH | 1600.00000 6400.00| 1700.00000 6800.00| 1680.00000 6720.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 12 FT. | | | 0122 805-78925 1.000 EACH | 600.00000 600.00| 660.00000 660.00| 630.00000 630.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0123 805-81032 4.000 EACH | 3700.00000 14800.00| 4100.00000 16400.00| 3885.00000 15540.00 SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0124 805-92504 4.000 EACH | 225.00000 900.00| 245.00000 980.00| 237.30000 949.20 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0125 808-06716 1992.000 LFT | 0.70000 1394.40| 0.80000 1593.60| 1.08000 2151.36 LINE, REMOVE | | | 0126 808-10033 2476.000 LFT | 0.35000 866.60| 1.10000 2723.60| 0.58000 1436.08 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0127 808-10034 3332.000 LFT | 0.35000 1166.20| 1.10000 3665.20| 0.58000 1932.56 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0128 808-10051 166.000 LFT | 9.95000 1651.70| 3.00000 498.00| 8.14000 1351.24 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0129 808-10056 751.000 LFT | 2.48000 1862.48| 2.20000 1652.20| 2.63000 1975.13 TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0130 808-10081 14.000 LFT | 9.95000 139.30| 245.00000 3430.00| 8.14000 113.96 TRANSVERSE MESSAGE MARKING, | | | MULTI-COMPONENT, CROSSWALK, 24 IN. | | | 0131 808-75996 27.000 EACH | 23.93000 646.11| 7.75000 209.25| 11.00000 297.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0132 808-75998 48.000 EACH | 27.85000 1336.80| 64.00000 3072.00| 29.24000 1403.52 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0133 207-08263 3103.000 SYS | 19.20000 59577.60| 14.15000 43907.45| 21.75000 67490.25 SUBGRADE TREATMENT, TYPE IA | | | 0134 802-09840 26.000 SFT | 11.50000 299.00| 12.70000 330.20| 12.08000 314.08 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | SECTION TOTALS | $ 1,037,700.00| $ 1,069,098.22| $ 1,136,464.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,037,700.00| $ 1,069,098.22| $ 1,136,464.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -9 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0999231 |( ) |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 14000.00000 14000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 250.00000 500.00| 150.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 32.000 MOS | 90.00000 2880.00| 75.00000 2400.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09645 LUMP | 25000.00000 25000.00| 39000.00000 39000.00| CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 54000.00000 54000.00| 75000.00000 75000.00| MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 12000.00000 12000.00| 18200.00000 18200.00| CLEARING RIGHT OF WAY | | | 0015 202-02240 534.000 SYS | 20.00000 10680.00| 30.00000 16020.00| PAVEMENT REMOVAL | | | 0016 202-02274 1041.000 LFT | 9.00000 9369.00| 6.50000 6766.50| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0017 202-02278 443.000 LFT | 9.00000 3987.00| 11.50000 5094.50| CURB, CONCRETE, REMOVE | | | 0018 202-02279 538.000 LFT | 9.00000 4842.00| 11.00000 5918.00| CURB AND GUTTER, REMOVE | | | 0019 202-05545 255.000 CYS | 70.00000 17850.00| 41.00000 10455.00| REGULATED MATERIALS, DISPOSE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -10 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0999231 |( ) |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-05550 255.000 CYS | 30.00000 7650.00| 9.50000 2422.50| REGULATED MATERIALS, REMOVE, C | | | 0021 202-05555 255.000 CYS | 20.00000 5100.00| 18.00000 4590.00| REGULATED MATERIALS, TRANSPORT, C | | | 0022 202-94810 4.000 EACH | 500.00000 2000.00| 450.00000 1800.00| CURB TURNOUT, REMOVE | | | 0023 202-96133 9.000 LFT | 65.00000 585.00| 115.00000 1035.00| PIPE, REMOVE | | | 0024 203-02000 1092.000 CYS | 45.00000 49140.00| 36.00000 39312.00| EXCAVATION, COMMON | | | 0025 205-06931 22.500 TON | 35.00000 787.50| 55.00000 1237.50| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0026 205-06937 915.000 LFT | 2.00000 1830.00| 2.40000 2196.00| TEMPORARY SILT FENCE | | | 0027 205-09543 100.000 TON | 20.00000 2000.00| 38.00000 3800.00| NO 2 STONE | | | 0028 207-08267 614.000 SYS | 15.00000 9210.00| 21.00000 12894.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0030 211-09264 206.500 CYS | 45.00000 9292.50| 98.00000 20237.00| STRUCTURAL BACKFILL, TYPE 1 | | | 0031 211-09266 188.000 CYS | 46.00000 8648.00| 27.00000 5076.00| STRUCTURAL BACKFILL, TYPE 3 | | | 0032 302-06464 309.000 CYS | 50.00000 15450.00| 50.00000 15450.00| SUBBASE FOR PCCP | | | 0033 303-01180 2243.000 TON | 18.00000 40374.00| 15.00000 33645.00| COMPACTED AGGREGATE, NO. 53 | | | 0034 303-08210 404.000 TON | 19.00000 7676.00| 30.00000 12120.00| COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0035 304-07493 46.000 TON | 125.00000 5750.00| 82.00000 3772.00| WIDENING WITH HMA, TYPE B | | | 0036 306-08038 4139.000 SYS | 5.50000 22764.50| 4.70000 19453.30| MILLING, ASPHALT, 4 IN | | | 0038 401-07334 465.000 TON | 80.00000 37200.00| 105.00000 48825.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0039 401-07403 774.000 TON | 72.00000 55728.00| 75.00000 58050.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0040 401-07408 679.000 TON | 72.00000 48888.00| 70.00000 47530.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0041 406-05520 4.900 TON | 520.00000 2548.00| 500.00000 2450.00| ASPHALT FOR TACK COAT | | | 0042 502-06327 911.000 SYS | 60.00000 54660.00| 52.00000 47372.00| PCCP, 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -11 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0999231 |( ) |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 503-03489 985.000 EACH | 10.00000 9850.00| 14.00000 13790.00| RETROFITTED TIE BARS | | | 0044 503-05240 455.000 LFT | 12.00000 5460.00| 16.00000 7280.00| D-1 CONTRACTION JOINT | | | 0045 601-94689 1.000 EACH | 3000.00000 3000.00| 2800.00000 2800.00| GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 331.250 LFT | 20.00000 6625.00| 19.00000 6293.75| GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0047 604-07900 74.000 SYS | 135.00000 9990.00| 134.00000 9916.00| CURB RAMP, CONCRETE, F | | | 0048 604-07902 10.000 SYS | 135.00000 1350.00| 120.00000 1200.00| CURB RAMP, CONCRETE, H | | | 0049 604-91531 686.000 SYS | 30.00000 20580.00| 30.00000 20580.00| SIDEWALK, CONCRETE, 4 IN | | | 0050 605-06090 705.000 LFT | 11.00000 7755.00| 27.00000 19035.00| CURB, INTEGRAL, CONCRETE | | | 0051 605-06095 370.000 LFT | 11.00000 4070.00| 25.00000 9250.00| CURB, INTEGRAL, B, CONCRETE | | | 0052 605-06125 458.000 LFT | 23.00000 10534.00| 36.00000 16488.00| CURB, CONCRETE, MODIFIED | | | 0053 605-06225 161.000 LFT | 40.00000 6440.00| 57.00000 9177.00| CENTER CURB, B, CONCRETE, MODIFIED | | | 0054 605-52807 737.000 LFT | 17.00000 12529.00| 20.00000 14740.00| CURB AND GUTTER, COMBINED | | | 0055 607-06335 139.000 LFT | 40.00000 5560.00| 52.00000 7228.00| PAVED SIDE DITCH, A | | | 0056 610-07487 67.000 TON | 105.00000 7035.00| 109.00000 7303.00| HMA FOR APPROACHES, TYPE B | | | 0057 610-09108 513.000 SYS | 45.00000 23085.00| 51.00000 26163.00| PCCP FOR APPROACHES, 9 IN | | | 0058 611-06498 1.000 EACH | 350.00000 350.00| 380.00000 380.00| MAILBOX ASSEMBLY, DOUBLE | | | 0059 615-06490 22.000 EACH | 200.00000 4400.00| 190.00000 4180.00| RIGHT OF WAY MARKER | | | 0060 615-06500 3.000 EACH | 700.00000 2100.00| 690.00000 2070.00| MONUMENT, A | | | 0061 616-02320 168.000 SYS | 3.00000 504.00| 6.00000 1008.00| GEOTEXTILES | | | 0062 616-06405 110.000 TON | 40.00000 4400.00| 32.00000 3520.00| RIPRAP, REVETMENT | | | 0063 621-01004 2.000 EACH | 200.00000 400.00| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -12 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0999231 |( ) |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 621-06545 0.100 TON | 650.00000 65.00| 105.00000 10.50| FERTILIZER | | | 0065 621-06557 48.000 LBS | 1.00000 48.00| 8.50000 408.00| SEED MIXTURE, T | | | 0066 621-06560 1951.000 SYS | 1.00000 1951.00| 0.70000 1365.70| MULCHED SEEDING, U | | | 0067 621-06565 2.000 TON | 400.00000 800.00| 240.00000 480.00| MULCHING MATERIAL | | | 0068 621-06567 2.200 kGAL | 10.00000 22.00| 22.00000 48.40| WATER | | | 0069 621-06575 852.000 SYS | 4.00000 3408.00| 4.20000 3578.40| SODDING, NURSERY | | | 0070 622-98200 1.000 EACH | 32.00000 32.00| 42.00000 42.00| SIGN, DO NOT DISTURB | | | 0071 628-09402 16.000 MOS | 1800.00000 28800.00| 2100.00000 33600.00| FIELD OFFICE, B | | | 0072 628-09407 16.000 MOS | 130.00000 2080.00| 220.00000 3520.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0073 703-06029 2848.000 LBS | 6.00000 17088.00| 2.00000 5696.00| REINFORCING BARS, EPOXY COATED | | | 0074 706-09545 0.100 CYS | 400.00000 40.00| 2100.00000 210.00| COARSE AGGREGATE, NO 8 | | | 0075 714-44240 27.900 CYS | 1250.00000 34875.00| 1200.00000 33480.00| CONCRETE, A, STRUCTURES | | | 0076 715-05129 8.000 LFT | 1000.00000 8000.00| 280.00000 2240.00| PIPE, TYPE 1, CIRCULAR, 54 IN | | | 0077 715-05149 849.000 LFT | 60.00000 50940.00| 58.00000 49242.00| PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0078 715-08283 12.000 SYS | 120.00000 1440.00| 135.00000 1620.00| PCCP FOR STRUCTURE INSTALLATION | | | 0079 715-09064 847.000 LFT | 3.00000 2541.00| 3.30000 2795.10| VIDEO INSPECTION FOR PIPE | | | 0080 715-92037 6.000 LFT | 40.00000 240.00| 90.00000 540.00| PIPE, PVC, 4 IN | | | 0081 718-99153 1.000 SYS | 3.00000 3.00| 175.00000 175.00| GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-44025 4.000 EACH | 900.00000 3600.00| 600.00000 2400.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0083 720-45075 1.000 EACH | 2100.00000 2100.00| 1600.00000 1600.00| INLET, R13 | | | 0084 720-45240 6.000 EACH | 1900.00000 11400.00| 1800.00000 10800.00| CATCH BASIN, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -13 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0999231 |( ) |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 720-45250 3.000 EACH | 1900.00000 5700.00| 1500.00000 4500.00| CATCH BASIN, K10 | | | 0086 720-45410 2.000 EACH | 1900.00000 3800.00| 1900.00000 3800.00| MANHOLE, C4 | | | 0087 720-91110 1.000 EACH | 10200.00000 10200.00| 22000.00000 22000.00| MANHOLE, N4 | | | 0088 720-98625 1.000 EACH | 2300.00000 2300.00| 5500.00000 5500.00| MANHOLE, C4, DROP | | | 0089 801-02595 2.000 EACH | 540.00000 1080.00| 200.00000 400.00| CONTROLLER, RESET TIMING | | | 0090 801-03290 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| CONSTRUCTION SIGN, C | | | 0091 801-06207 11951.000 LFT | 1.00000 11951.00| 1.00000 11951.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0092 801-06577 89.000 LFT | 10.00000 890.00| 10.50000 934.50| TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | 0093 801-06640 19.000 EACH | 160.00000 3040.00| 250.00000 4750.00| CONSTRUCTION SIGN, A | | | 0094 801-06645 16.000 EACH | 55.00000 880.00| 130.00000 2080.00| CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP | 70000.00000 70000.00| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0096 801-07119 22.000 LFT | 19.00000 418.00| 40.00000 880.00| BARRICADE, III-B | | | 0097 801-94295 12.000 EACH | 400.00000 4800.00| 205.00000 2460.00| SIGNAL HEAD, RELOCATE | | | 0098 802-05701 40.250 LFT | 20.00000 805.00| 10.50000 422.63| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0099 802-09838 131.700 SFT | 30.00000 3951.00| 16.00000 2107.20| SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0100 802-09842 28.600 SFT | 30.00000 858.00| 23.00000 657.80| SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0101 805-01300 1.000 EACH | 1800.00000 1800.00| 3500.00000 3500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0102 805-01842 10.000 EACH | 650.00000 6500.00| 850.00000 8500.00| HANDHOLE, SIGNAL | | | 0103 805-01844 1270.000 LFT | 8.50000 10795.00| 14.00000 17780.00| CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -14 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0999231 |( ) |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 805-02152 8.000 EACH | 525.00000 4200.00| 425.00000 3400.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0105 805-02328 4680.000 LFT | 0.60000 2808.00| 0.50000 2340.00| SIGNAL CABLE, 1C 14GA | | | 0106 805-03793 2.000 EACH | 1200.00000 2400.00| 740.00000 1480.00| DETECTOR CARD RACK AND DETECTOR MODULES | | | 0107 805-09539 6.000 EACH | 310.00000 1860.00| 325.00000 1950.00| LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0108 805-78100 1.000 EACH | 9500.00000 9500.00| 9500.00000 9500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0109 805-78205 2.000 EACH | 500.00000 1000.00| 440.00000 880.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0110 805-78230 6.000 EACH | 950.00000 5700.00| 850.00000 5100.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0111 805-78415 4.000 EACH | 1725.00000 6900.00| 1600.00000 6400.00| SPAN, CATENARY, AND TETHER | | | 0112 805-78420 4.000 EACH | 250.00000 1000.00| 270.00000 1080.00| DISCONNECT HANGER | | | 0113 805-78445 1.000 EACH | 650.00000 650.00| 690.00000 690.00| SIGNAL SERVICE | | | 0114 805-78467 50.000 LFT | 3.00000 150.00| 2.10000 105.00| SIGNAL CABLE, 3C 8GA | | | 0115 805-78480 735.000 LFT | 1.00000 735.00| 0.90000 661.50| SIGNAL CABLE, 3C 14GA | | | 0116 805-78485 810.000 LFT | 2.00000 1620.00| 1.30000 1053.00| SIGNAL CABLE, 5C 14GA | | | 0117 805-78490 1040.000 LFT | 2.00000 2080.00| 1.50000 1560.00| SIGNAL CABLE, 7C 14GA | | | 0118 805-78510 3450.000 LFT | 1.00000 3450.00| 0.85000 2932.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0119 805-78785 14.000 EACH | 600.00000 8400.00| 670.00000 9380.00| SIGNAL DETECTOR HOUSING | | | 0120 805-78795 2040.000 LFT | 8.50000 17340.00| 7.60000 15504.00| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0121 805-78906 4.000 EACH | 1800.00000 7200.00| 2100.00000 8400.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 12 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 221 -15 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -30567-A COUNTIES : PUTNAM LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0999231 |( ) |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 805-78925 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0123 805-81032 4.000 EACH | 4000.00000 16000.00| 3995.00000 15980.00| SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0124 805-92504 4.000 EACH | 260.00000 1040.00| 280.00000 1120.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0125 808-06716 1992.000 LFT | 1.05000 2091.60| 0.80000 1593.60| LINE, REMOVE | | | 0126 808-10033 2476.000 LFT | 0.60000 1485.60| 0.90000 2228.40| LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0127 808-10034 3332.000 LFT | 0.60000 1999.20| 0.90000 2998.80| LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0128 808-10051 166.000 LFT | 8.00000 1328.00| 13.00000 2158.00| TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0129 808-10056 751.000 LFT | 3.00000 2253.00| 4.30000 3229.30| TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0130 808-10081 14.000 LFT | 8.00000 112.00| 13.00000 182.00| TRANSVERSE MESSAGE MARKING, | | | MULTI-COMPONENT, CROSSWALK, 24 IN. | | | 0131 808-75996 27.000 EACH | 50.00000 1350.00| 55.00000 1485.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0132 808-75998 48.000 EACH | 60.00000 2880.00| 52.00000 2496.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0133 207-08263 3103.000 SYS | 18.00000 55854.00| 16.50000 51199.50| SUBGRADE TREATMENT, TYPE IA | | | 0134 802-09840 26.000 SFT | 25.00000 650.00| 16.30000 423.80| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | SECTION TOTALS | $ 1,174,891.90| $ 1,215,915.68| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,174,891.90| $ 1,215,915.68| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -1 VENDOR RANKING CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 05/15/12 LOCATION : ON SR 23 AT KOONTZ LAKE DAM PROJECT(S) : 0711018 0900152 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 4,646,759.03 100.0000% 2 38-2675420 ANLAAN CORPORATION $ 4,987,187.87 107.3262% 3 35-1068009 DYER CONSTRUCTION CO $ 5,248,669.45 112.9533% 4 26-3919039 TONN AND BLANK CONSTRUCTION LLC $ 5,374,382.01 115.6587% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 5,387,000.00 115.9303% 6 35-1035122 GARIUP CONSTRUCTION CO INC $ 5,878,900.00 126.5161% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -2 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 38-2675420 |( 3 ) 35-1068009 |NORTHERN INDIANA CONSTRUCTIO |ANLAAN CORPORATION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 50309.60000 50309.60| 124650.00000 124650.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 75.00000 225.00| 50.00000 150.00| 117.32000 351.96 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 45.00000 2160.00| 25.00000 1200.00| 117.32000 5631.36 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 197450.00000 197450.00| 245000.00000 245000.00| 262701.00000 262701.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 113-01614 LUMP | 13000.00000 13000.00| 15000.00000 15000.00| 12700.00000 12700.00 PARTNERING OVERHEAD | | | 0013 201-52370 LUMP | 86390.00000 86390.00| 350000.00000 350000.00| 31739.00000 31739.00 CLEARING RIGHT OF WAY | | | 0014 202-01000 LUMP | 50000.00000 50000.00| 15000.00000 15000.00| 28339.63000 28339.63 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | SPILLWAY REMOVAL | | | 0015 202-01261 3.000 EACH | 235.00000 705.00| 386.00000 1158.00| 1500.00000 4500.00 TESTING FOR ASBESTOS, TYPE | | | 0016 202-03000 LUMP | 10000.00000 10000.00| 15670.00000 15670.00| 14519.34000 14519.34 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 13 | | | 0017 202-03000 LUMP | 25000.00000 25000.00| 26421.00000 26421.00| 5700.00000 5700.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 16 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -3 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 38-2675420 |( 3 ) 35-1068009 |NORTHERN INDIANA CONSTRUCTIO |ANLAAN CORPORATION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-91385 1.000 EACH | 810.00000 810.00| 58.53000 58.53| 360.00000 360.00 INLET, REMOVE | | | 0019 202-93047 1.000 EACH | 1575.00000 1575.00| 63.46000 63.46| 445.00000 445.00 MANHOLE, REMOVE | | | 0020 202-96133 303.000 LFT | 21.70000 6575.10| 9.30000 2817.90| 12.58000 3811.74 PIPE, REMOVE | | | 0021 203-02000 15982.000 CYS | 11.79000 188427.78| 10.59000 169249.38| 16.63000 265780.66 EXCAVATION, COMMON | | | 0022 203-02070 21197.000 CYS | 14.40000 305236.80| 0.01000 211.97| 17.71000 375398.87 BORROW | | | 0023 203-02100 4648.000 CYS | 16.35000 75994.80| 8.52000 39600.96| 16.49000 76645.52 EXCAVATION, PEAT | | | 0024 203-04523 LUMP | 387569.84000 387569.84| 630006.36000 630006.36| 401000.00000 401000.00 DEWATERING AND PROTECTION OF EXISTING | | | AND | | | 0025 205-03371 10.000 CYS | 20.00000 200.00| 7.46000 74.60| 223.15000 2231.50 SEDIMENT, REMOVE | | | 0026 205-06933 10.000 EACH | 89.50000 895.00| 50.00000 500.00| 85.00000 850.00 TEMPORARY DITCH INLET PROTECTION | | | 0027 205-06934 23.400 TON | 331.00000 7745.40| 331.00000 7745.40| 324.49000 7593.07 TEMPORARY MULCHING | | | 0028 205-06937 4224.000 LFT | 1.10000 4646.40| 1.17000 4942.08| 10.07000 42535.68 TEMPORARY SILT FENCE | | | 0029 205-09543 200.000 TON | 7.00000 1400.00| 24.51000 4902.00| 34.15000 6830.00 NO 2 STONE | | | 0030 207-08262 6950.000 SYS | 5.75000 39962.50| 0.01000 69.50| 6.28000 43646.00 SUBGRADE TREATMENT, TYPE I | | | 0031 207-08267 750.000 SYS | 8.00000 6000.00| 3.20000 2400.00| 22.73000 17047.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0032 210-09275 LUMP | 125000.00000 125000.00| 250000.00000 250000.00| 458750.00000 458750.00 PERMANENT CUTOFF WALL | | | 0033 210-09482 815.000 TON | 61.45000 50081.75| 77.21000 62926.15| 72.61000 59177.15 GLACIAL STONE | | | 0034 210-09620 LUMP | 205000.00000 205000.00| 296357.50000 296357.50| 256066.46000 256066.46 STILLING BASIN RIPRAP AND GRADED FILTER | | | 0035 210-09621 LUMP | 6834.42000 6834.42| 10000.00000 10000.00| 8390.00000 8390.00 FLOATING BARRIER SAFETY CABLES | | | 0036 210-09622 LUMP | 145984.00000 145984.00| 159450.00000 159450.00| 46680.77000 46680.77 TOE DRAIN SYSTEM | | | 0037 211-02050 2856.000 CYS | 20.80000 59404.80| 8.81000 25161.36| 20.30000 57976.80 B BORROW | | | 0038 211-09264 309.000 CYS | 16.25000 5021.25| 0.01000 3.09| 14.72000 4548.48 STRUCTURAL BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -4 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 38-2675420 |( 3 ) 35-1068009 |NORTHERN INDIANA CONSTRUCTIO |ANLAAN CORPORATION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 211-09266 4980.000 CYS | 26.55000 132219.00| 19.37000 96462.60| 33.29000 165784.20 STRUCTURAL BACKFILL, TYPE 3 | | | 0040 301-07448 2770.000 TON | 23.10000 63987.00| 18.54000 51355.80| 22.81000 63183.70 COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 302-07455 114.000 CYS | 47.40000 5403.60| 35.04000 3994.56| 46.33000 5281.62 DENSE GRADED SUBBASE | | | 0042 303-07449 1600.000 TON | 1.00000 1600.00| 18.40000 29440.00| 25.65000 41040.00 COMPACTED AGGREGATE, NO. 73 | | | 0043 306-08034 140.000 SYS | 8.40000 1176.00| 25.00000 3500.00| 21.50000 3010.00 MILLING, ASPHALT, 1 1/2 IN | | | 0044 402-07432 140.000 TON | 67.00000 9380.00| 67.00000 9380.00| 95.00000 13300.00 HMA SURFACE, TYPE A | | | 0045 402-07433 421.000 TON | 67.00000 28207.00| 67.00000 28207.00| 71.00000 29891.00 HMA SURFACE, TYPE B | | | 0046 402-07438 1240.000 TON | 52.00000 64480.00| 52.00000 64480.00| 44.50000 55180.00 HMA INTERMEDIATE, TYPE B | | | 0047 402-07440 415.000 TON | 52.00000 21580.00| 52.00000 21580.00| 58.00000 24070.00 HMA BASE, TYPE A | | | 0048 406-05520 3.300 TON | 1.00000 3.30| 1.00000 3.30| 300.00000 990.00 ASPHALT FOR TACK COAT | | | 0049 601-01522 4.000 EACH | 1935.00000 7740.00| 1935.00000 7740.00| 1935.00000 7740.00 GUARDRAIL TRANSITION TYPE TGB | | | 0050 601-05999 2.000 EACH | 45.00000 90.00| 45.00000 90.00| 45.00000 90.00 CURVED TERMINAL END | | | 0051 601-08434 1.000 EACH | 1050.00000 1050.00| 1050.00000 1050.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0052 601-94689 3.000 EACH | 2285.00000 6855.00| 2285.00000 6855.00| 2285.00000 6855.00 GUARDRAIL END TREATMENT, OS | | | 0053 601-99105 325.000 LFT | 16.00000 5200.00| 16.00000 5200.00| 16.00000 5200.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0054 601-99132 1.000 EACH | 90.00000 90.00| 90.00000 90.00| 90.00000 90.00 GUARDRAIL TRANSITION, VH, 6FT-3 IN | | | SPACING | | | 0055 603-03829 436.000 LFT | 105.50000 45998.00| 105.50000 45998.00| 105.50000 45998.00 FENCE , WELDED RAIL | | | 0056 605-06095 85.400 LFT | 16.75000 1430.45| 16.00000 1366.40| 19.00000 1622.60 CURB, INTEGRAL, B, CONCRETE , MODIFIED | | | 0057 605-06145 610.000 LFT | 20.95000 12779.50| 16.00000 9760.00| 28.50000 17385.00 CURB AND GUTTER, B, CONCRETE | | | 0058 609-06259 339.800 SYS | 57.75000 19623.45| 85.00000 28883.00| 52.00000 17669.60 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -5 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 38-2675420 |( 3 ) 35-1068009 |NORTHERN INDIANA CONSTRUCTIO |ANLAAN CORPORATION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 610-07487 271.000 TON | 78.00000 21138.00| 78.00000 21138.00| 121.38000 32893.98 HMA FOR APPROACHES, TYPE B | | | 0060 611-06497 7.000 EACH | 148.00000 1036.00| 200.00000 1400.00| 200.00000 1400.00 MAILBOX ASSEMBLY, SINGLE | | | 0061 615-06490 33.000 EACH | 123.00000 4059.00| 123.00000 4059.00| 123.00000 4059.00 RIGHT OF WAY MARKER | | | 0062 615-06505 6.000 EACH | 700.00000 4200.00| 700.00000 4200.00| 700.00000 4200.00 MONUMENT, B | | | 0063 615-06510 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00 MONUMENT, C | | | 0064 616-02320 1913.000 SYS | 3.45000 6599.85| 1.65000 3156.45| 1.76000 3366.88 GEOTEXTILES | | | 0065 616-05688 65.400 TON | 64.25000 4201.95| 56.44000 3691.18| 54.96000 3594.38 RIPRAP, CLASS 1 | | | 0066 616-06405 670.000 TON | 31.25000 20937.50| 39.74000 26625.80| 37.50000 25125.00 RIPRAP, REVETMENT | | | 0067 621-01004 5.000 EACH | 275.00000 1375.00| 275.00000 1375.00| 275.00000 1375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-01597 1160.000 SYS | 1.28000 1484.80| 1.28000 1484.80| 1.28000 1484.80 EROSION CONTROL, MAT , STRAW | | | 0069 621-03787 3.000 LBS | 195.00000 585.00| 195.00000 585.00| 195.00000 585.00 SEED MIXTURE, D | | | 0070 621-06545 4.460 TON | 680.00000 3032.80| 680.00000 3032.80| 680.00000 3032.80 FERTILIZER | | | 0071 621-06553 555.000 LBS | 5.15000 2858.25| 5.15000 2858.25| 5.15000 2858.25 SEED MIXTURE, R | | | 0072 621-06557 1403.000 LBS | 2.11000 2960.33| 2.11000 2960.33| 2.11000 2960.33 SEED MIXTURE, T | | | 0073 621-06565 11.600 TON | 225.00000 2610.00| 225.00000 2610.00| 221.51000 2569.52 MULCHING MATERIAL | | | 0074 621-06567 5.000 kGAL | 1.00000 5.00| 1.00000 5.00| 1.00000 5.00 WATER , FOR SODDING | | | 0075 621-06574 36.000 SYS | 31.00000 1116.00| 31.00000 1116.00| 31.00000 1116.00 SODDING | | | 0076 628-09401 16.000 MOS | 2550.00000 40800.00| 2000.00000 32000.00| 2151.39000 34422.24 FIELD OFFICE, A | | | 0077 628-09407 16.000 MOS | 247.00000 3952.00| 75.00000 1200.00| 313.84000 5021.44 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0078 702-51005 2955.500 CYS | 300.00000 886650.00| 275.00000 812762.50| 286.65000 847194.08 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -6 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 38-2675420 |( 3 ) 35-1068009 |NORTHERN INDIANA CONSTRUCTIO |ANLAAN CORPORATION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 702-51015 273.100 CYS | 300.00000 81930.00| 280.00000 76468.00| 305.26000 83366.51 CONCRETE, B, FOOTINGS | | | 0080 702-92857 15.800 CYS | 500.00000 7900.00| 880.00000 13904.00| 733.48000 11588.98 CONCRETE, C, SUBSTRUCTURE | | | 0081 703-01540 365.000 EACH | 57.80000 21097.00| 65.00000 23725.00| 64.68000 23608.20 THREADED TIE BAR ASSEMBLY | | | 0082 703-06028 494370.000 LBS | 0.80000 395496.00| 0.80000 395496.00| 0.83000 410327.10 REINFORCING BARS | | | 0083 703-06029 106950.000 LBS | 0.90000 96255.00| 1.00000 106950.00| 0.96000 102672.00 REINFORCING BARS, EPOXY COATED | | | 0084 704-51002 180.900 CYS | 500.00000 90450.00| 660.00000 119394.00| 659.82000 119361.44 CONCRETE, C, SUPERSTRUCTURE | | | 0085 706-06342 302.000 LFT | 60.00000 18120.00| 75.00000 22650.00| 60.00000 18120.00 RAILING, PS-1 | | | 0086 706-06353 4.000 EACH | 1750.00000 7000.00| 1000.00000 4000.00| 2800.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0087 706-51020 17.600 CYS | 1000.00000 17600.00| 650.00000 11440.00| 675.00000 11880.00 CONCRETE, C, RAILING | | | 0088 707-05983 960.200 LFT | 120.00000 115224.00| 170.00000 163234.00| 170.97000 164165.39 STRUCTURAL MEMBERS, CONCRETE I-BEAM, , | | | 36" X 12" | | | 0089 709-51821 LUMP | 4480.00000 4480.00| 4220.00000 4220.00| 4220.00000 4220.00 SURFACE SEAL | | | 0090 715-05119 139.000 LFT | 30.00000 4170.00| 31.36000 4359.04| 37.33000 5188.87 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0091 715-05149 296.000 LFT | 24.00000 7104.00| 29.89000 8847.44| 37.00000 10952.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0092 715-05152 18.000 LFT | 40.00000 720.00| 47.49000 854.82| 45.27000 814.86 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0093 715-05154 297.000 LFT | 26.00000 7722.00| 39.05000 11597.85| 54.28000 16121.16 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0094 715-46005 3.000 EACH | 550.00000 1650.00| 335.85000 1007.55| 322.00000 966.00 PIPE END SECTION, 15 IN | | | 0095 715-46010 1.000 EACH | 650.00000 650.00| 410.21000 410.21| 449.30000 449.30 PIPE END SECTION, 18 IN | | | 0096 715-46020 1.000 EACH | 2000.00000 2000.00| 473.11000 473.11| 449.30000 449.30 PIPE END SECTION, 24 IN | | | 0097 720-44000 1.000 EACH | 450.00000 450.00| 246.21000 246.21| 410.51000 410.51 CASTING, ADJUST TO GRADE | | | 0098 720-45025 8.000 EACH | 2400.00000 19200.00| 2077.45000 16619.60| 1750.19000 14001.52 INLET, D6 , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -7 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 38-2675420 |( 3 ) 35-1068009 |NORTHERN INDIANA CONSTRUCTIO |ANLAAN CORPORATION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 720-45410 2.000 EACH | 5000.00000 10000.00| 2342.28000 4684.56| 1607.81000 3215.62 MANHOLE, C4 | | | 0100 724-51925 108.500 LFT | 186.25000 20208.13| 150.00000 16275.00| 128.68000 13961.78 STRUCTURAL EXPANSION JOINT, SS | | | 0101 801-03290 2.000 EACH | 90.00000 180.00| 90.00000 180.00| 90.00000 180.00 CONSTRUCTION SIGN, C | | | 0102 801-04308 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 150.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06625 38.000 EACH | 45.00000 1710.00| 45.00000 1710.00| 45.00000 1710.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0104 801-06640 9.000 EACH | 90.00000 810.00| 90.00000 810.00| 90.00000 810.00 CONSTRUCTION SIGN, A | | | 0105 801-06775 LUMP | 23400.00000 23400.00| 800.00000 800.00| 11666.56000 11666.56 MAINTAINING TRAFFIC | | | 0106 801-07119 132.000 LFT | 10.00000 1320.00| 10.00000 1320.00| 10.00000 1320.00 BARRICADE, III-B | | | 0107 801-08401 400.000 LFT | 28.10000 11240.00| 35.00000 14000.00| 45.59000 18236.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0108 802-05701 102.000 LFT | 20.00000 2040.00| 18.00000 1836.00| 20.00000 2040.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0109 802-05702 15.000 LFT | 21.00000 315.00| 15.00000 225.00| 21.00000 315.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0110 802-07057 20.000 SFT | 45.00000 900.00| 45.00000 900.00| 45.00000 900.00 SIGN, PANEL, WITH LEGEND | | | 0111 802-07151 2.000 EACH | 900.00000 1800.00| 390.00000 780.00| 900.00000 1800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0112 802-09838 35.000 SFT | 16.00000 560.00| 18.00000 630.00| 16.00000 560.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0113 802-09840 51.000 SFT | 17.00000 867.00| 19.00000 969.00| 17.00000 867.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0114 802-76095 252.000 LBS | 6.00000 1512.00| 5.00000 1260.00| 6.00000 1512.00 STRUCTURAL STEEL, BREAKAWAY | | | 0115 808-10033 3570.000 LFT | 0.40000 1428.00| 0.40000 1428.00| 0.40000 1428.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0116 808-10034 3210.000 LFT | 0.40000 1284.00| 0.40000 1284.00| 0.40000 1284.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0117 808-10051 60.000 LFT | 10.00000 600.00| 10.00000 600.00| 10.00000 600.00 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -8 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 38-2675420 |( 3 ) 35-1068009 |NORTHERN INDIANA CONSTRUCTIO |ANLAAN CORPORATION |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 808-75998 45.000 EACH | 49.88000 2244.60| 50.00000 2250.00| 50.00000 2250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0119 204-08553 2.000 EACH | 1575.00000 3150.00| 1200.00000 2400.00| 3500.00000 7000.00 DATA LOGGING SYSTEM | | | 0120 205-02770 1971.000 SYS | 1.98000 3902.58| 1.98000 3902.58| 1.98000 3902.58 EROSION CONTROL BLANKET | | | 0121 205-06932 35.000 LFT | 15.35000 537.25| 15.35000 537.25| 15.35000 537.25 TEMPORARY CHECK DAM, STRAW BALES | | | 0122 601-04849 13.000 LFT | 15.00000 195.00| 15.00000 195.00| 32.00000 416.00 POST , WOOD, 4 IN. X 4 IN. | | | 0123 621-04258 114.400 LBS | 76.00000 8694.40| 76.00000 8694.40| 76.00000 8694.40 SEED MIXTURE , EMERGENT WETLAND | | | ESTABLISHMENT | | | 0124 621-04258 61.300 LBS | 50.00000 3065.00| 50.00000 3065.00| 50.00000 3065.00 SEED MIXTURE , BASIC PRAIRIE | | | 0125 621-04258 368.000 LBS | 70.00000 25760.00| 70.00000 25760.00| 70.00000 25760.00 SEED MIXTURE , WOODED WETLAND | | | ESTABLISHMENT | | | 0126 622-52436 13.000 EACH | 40.00000 520.00| 40.00000 520.00| 40.00000 520.00 SIGN, DO NOT MOW OR SPRAY | | | 0127 622-91786 2380.000 EACH | 3.82000 9091.60| 3.82000 9091.60| 3.82000 9091.60 SEEDLING , BARE ROOT | | | 0128 622-91786 2380.000 EACH | 21.00000 49980.00| 21.00000 49980.00| 21.00000 49980.00 SEEDLING , 3 GALLON CONTAINER, GROWN | | | 0129 624-92647 14.450 ACRE | 225.00000 3251.25| 225.00000 3251.25| 225.00000 3251.25 HERBICIDE TREATMENT | | | 0130 712-04784 1.000 EACH | 5000.00000 5000.00| 3502.79000 3502.79| 11379.86000 11379.86 STRUCTURE , WATER LEVEL CONTROL | | | 0131 719-09505 1298.000 LFT | 40.00000 51920.00| 26.20000 34007.60| 10.75000 13953.50 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | SECTION TOTALS | $ 4,646,759.03| $ 4,987,187.87| $ 5,248,669.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,646,759.03| $ 4,987,187.87| $ 5,248,669.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -9 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 26-3919039 |( 5 ) 35-0918397 |( 6 ) 35-1035122 |TONN AND BLANK CONSTRUCTION |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 65239.20000 65239.20| 213366.63000 213366.63| 246940.75000 246940.75 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 106.08000 318.24| 100.00000 300.00| 200.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 95.47000 4582.56| 100.00000 4800.00| 100.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 250136.32000 250136.32| 260000.00000 260000.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 113-01614 LUMP | 19476.29000 19476.29| 14000.00000 14000.00| 32000.00000 32000.00 PARTNERING OVERHEAD | | | 0013 201-52370 LUMP | 21852.48000 21852.48| 44000.00000 44000.00| 24600.00000 24600.00 CLEARING RIGHT OF WAY | | | 0014 202-01000 LUMP | 15912.00000 15912.00| 51900.00000 51900.00| 32350.00000 32350.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | SPILLWAY REMOVAL | | | 0015 202-01261 3.000 EACH | 884.00000 2652.00| 386.00000 1158.00| 1120.00000 3360.00 TESTING FOR ASBESTOS, TYPE | | | 0016 202-03000 LUMP | 3182.40000 3182.40| 4091.00000 4091.00| 7300.00000 7300.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 13 | | | 0017 202-03000 LUMP | 13260.00000 13260.00| 15174.00000 15174.00| 2200.00000 2200.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 16 | | | 0018 202-91385 1.000 EACH | 530.40000 530.40| 600.00000 600.00| 900.00000 900.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -10 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 26-3919039 |( 5 ) 35-0918397 |( 6 ) 35-1035122 |TONN AND BLANK CONSTRUCTION |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-93047 1.000 EACH | 1060.80000 1060.80| 600.00000 600.00| 900.00000 900.00 MANHOLE, REMOVE | | | 0020 202-96133 303.000 LFT | 12.73000 3857.19| 12.00000 3636.00| 11.30000 3423.90 PIPE, REMOVE | | | 0021 203-02000 15982.000 CYS | 7.43000 118746.26| 18.00000 287676.00| 5.00000 79910.00 EXCAVATION, COMMON | | | 0022 203-02070 21197.000 CYS | 13.53000 286795.41| 9.00000 190773.00| 16.00000 339152.00 BORROW | | | 0023 203-02100 4648.000 CYS | 7.43000 34534.64| 13.00000 60424.00| 17.00000 79016.00 EXCAVATION, PEAT | | | 0024 203-04523 LUMP | 96511.58000 96511.58| 23000.00000 23000.00| 1200000.00000 1200000.00 DEWATERING AND PROTECTION OF EXISTING | | | AND | | | 0025 205-03371 10.000 CYS | 53.04000 530.40| 90.00000 900.00| 30.00000 300.00 SEDIMENT, REMOVE | | | 0026 205-06933 10.000 EACH | 318.24000 3182.40| 135.00000 1350.00| 165.00000 1650.00 TEMPORARY DITCH INLET PROTECTION | | | 0027 205-06934 23.400 TON | 351.11000 8215.97| 331.00000 7745.40| 370.00000 8658.00 TEMPORARY MULCHING | | | 0028 205-06937 4224.000 LFT | 1.35000 5702.40| 2.00000 8448.00| 5.00000 21120.00 TEMPORARY SILT FENCE | | | 0029 205-09543 200.000 TON | 11.80000 2360.00| 50.00000 10000.00| 36.00000 7200.00 NO 2 STONE | | | 0030 207-08262 6950.000 SYS | 5.89000 40935.50| 1.25000 8687.50| 9.00000 62550.00 SUBGRADE TREATMENT, TYPE I | | | 0031 207-08267 750.000 SYS | 9.02000 6765.00| 15.00000 11250.00| 10.00000 7500.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0032 210-09275 LUMP | 578602.75000 578602.75| 130000.00000 130000.00| 105000.00000 105000.00 PERMANENT CUTOFF WALL | | | 0033 210-09482 815.000 TON | 73.20000 59658.00| 72.00000 58680.00| 100.00000 81500.00 GLACIAL STONE | | | 0034 210-09620 LUMP | 214812.00000 214812.00| 176300.00000 176300.00| 200000.00000 200000.00 STILLING BASIN RIPRAP AND GRADED FILTER | | | 0035 210-09621 LUMP | 4750.26000 4750.26| 6000.00000 6000.00| 4800.00000 4800.00 FLOATING BARRIER SAFETY CABLES | | | 0036 210-09622 LUMP | 116688.00000 116688.00| 120000.00000 120000.00| 44000.00000 44000.00 TOE DRAIN SYSTEM | | | 0037 211-02050 2856.000 CYS | 15.91000 45438.96| 24.00000 68544.00| 20.00000 57120.00 B BORROW | | | 0038 211-09264 309.000 CYS | 35.80000 11062.20| 15.00000 4635.00| 84.00000 25956.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0039 211-09266 4980.000 CYS | 23.87000 118872.60| 26.00000 129480.00| 30.00000 149400.00 STRUCTURAL BACKFILL, TYPE 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -11 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 26-3919039 |( 5 ) 35-0918397 |( 6 ) 35-1035122 |TONN AND BLANK CONSTRUCTION |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 301-07448 2770.000 TON | 24.25000 67172.50| 21.00000 58170.00| 36.00000 99720.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 302-07455 114.000 CYS | 52.20000 5950.80| 21.00000 2394.00| 65.00000 7410.00 DENSE GRADED SUBBASE | | | 0042 303-07449 1600.000 TON | 24.61000 39376.00| 21.00000 33600.00| 36.00000 57600.00 COMPACTED AGGREGATE, NO. 73 | | | 0043 306-08034 140.000 SYS | 35.76000 5006.40| 30.00000 4200.00| 22.00000 3080.00 MILLING, ASPHALT, 1 1/2 IN | | | 0044 402-07432 140.000 TON | 71.07000 9949.80| 67.00000 9380.00| 71.00000 9940.00 HMA SURFACE, TYPE A | | | 0045 402-07433 421.000 TON | 71.07000 29920.47| 67.00000 28207.00| 71.00000 29891.00 HMA SURFACE, TYPE B | | | 0046 402-07438 1240.000 TON | 55.16000 68398.40| 52.00000 64480.00| 58.00000 71920.00 HMA INTERMEDIATE, TYPE B | | | 0047 402-07440 415.000 TON | 55.16000 22891.40| 52.00000 21580.00| 58.00000 24070.00 HMA BASE, TYPE A | | | 0048 406-05520 3.300 TON | 1.06000 3.50| 1.00000 3.30| 2.00000 6.60 ASPHALT FOR TACK COAT | | | 0049 601-01522 4.000 EACH | 2052.65000 8210.60| 1935.00000 7740.00| 2100.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0050 601-05999 2.000 EACH | 47.74000 95.48| 45.00000 90.00| 50.00000 100.00 CURVED TERMINAL END | | | 0051 601-08434 1.000 EACH | 1113.84000 1113.84| 1050.00000 1050.00| 1150.00000 1150.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0052 601-94689 3.000 EACH | 2423.93000 7271.79| 2285.00000 6855.00| 2500.00000 7500.00 GUARDRAIL END TREATMENT, OS | | | 0053 601-99105 325.000 LFT | 16.97000 5515.25| 16.00000 5200.00| 17.50000 5687.50 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0054 601-99132 1.000 EACH | 95.47000 95.47| 90.00000 90.00| 100.00000 100.00 GUARDRAIL TRANSITION, VH, 6FT-3 IN | | | SPACING | | | 0055 603-03829 436.000 LFT | 111.91000 48792.76| 105.50000 45998.00| 115.00000 50140.00 FENCE , WELDED RAIL | | | 0056 605-06095 85.400 LFT | 16.97000 1449.24| 15.00000 1281.00| 20.00000 1708.00 CURB, INTEGRAL, B, CONCRETE , MODIFIED | | | 0057 605-06145 610.000 LFT | 16.97000 10351.70| 15.00000 9150.00| 31.50000 19215.00 CURB AND GUTTER, B, CONCRETE | | | 0058 609-06259 339.800 SYS | 90.17000 30639.77| 50.00000 16990.00| 80.00000 27184.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0059 610-07487 271.000 TON | 82.74000 22422.54| 78.00000 21138.00| 83.00000 22493.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -12 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 26-3919039 |( 5 ) 35-0918397 |( 6 ) 35-1035122 |TONN AND BLANK CONSTRUCTION |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 611-06497 7.000 EACH | 212.16000 1485.12| 200.00000 1400.00| 220.00000 1540.00 MAILBOX ASSEMBLY, SINGLE | | | 0061 615-06490 33.000 EACH | 130.48000 4305.84| 123.00000 4059.00| 140.00000 4620.00 RIGHT OF WAY MARKER | | | 0062 615-06505 6.000 EACH | 742.56000 4455.36| 700.00000 4200.00| 785.00000 4710.00 MONUMENT, B | | | 0063 615-06510 2.000 EACH | 556.92000 1113.84| 525.00000 1050.00| 600.00000 1200.00 MONUMENT, C | | | 0064 616-02320 1913.000 SYS | 3.71000 7097.23| 3.00000 5739.00| 3.00000 5739.00 GEOTEXTILES | | | 0065 616-05688 65.400 TON | 58.34000 3815.44| 71.00000 4643.40| 200.00000 13080.00 RIPRAP, CLASS 1 | | | 0066 616-06405 670.000 TON | 35.01000 23456.70| 48.00000 32160.00| 60.00000 40200.00 RIPRAP, REVETMENT | | | 0067 621-01004 5.000 EACH | 291.72000 1458.60| 275.00000 1375.00| 305.00000 1525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-01597 1160.000 SYS | 1.36000 1577.60| 1.28000 1484.80| 1.50000 1740.00 EROSION CONTROL, MAT , STRAW | | | 0069 621-03787 3.000 LBS | 206.86000 620.58| 195.00000 585.00| 220.00000 660.00 SEED MIXTURE, D | | | 0070 621-06545 4.460 TON | 721.34000 3217.18| 680.00000 3032.80| 760.00000 3389.60 FERTILIZER | | | 0071 621-06553 555.000 LBS | 5.46000 3030.30| 5.15000 2858.25| 6.00000 3330.00 SEED MIXTURE, R | | | 0072 621-06557 1403.000 LBS | 2.24000 3142.72| 2.11000 2960.33| 2.20000 3086.60 SEED MIXTURE, T | | | 0073 621-06565 11.600 TON | 238.68000 2768.69| 225.00000 2610.00| 250.00000 2900.00 MULCHING MATERIAL | | | 0074 621-06567 5.000 kGAL | 1.06000 5.30| 1.00000 5.00| 6.00000 30.00 WATER , FOR SODDING | | | 0075 621-06574 36.000 SYS | 32.88000 1183.68| 31.00000 1116.00| 35.00000 1260.00 SODDING | | | 0076 628-09401 16.000 MOS | 1550.09000 24801.44| 2000.00000 32000.00| 2800.00000 44800.00 FIELD OFFICE, A | | | 0077 628-09407 16.000 MOS | 232.05000 3712.80| 170.00000 2720.00| 250.00000 4000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0078 702-51005 2955.500 CYS | 521.04000 1539933.72| 615.00000 1817632.50| 370.00000 1093535.00 CONCRETE, A, SUBSTRUCTURE | | | 0079 702-51015 273.100 CYS | 416.24000 113675.14| 300.00000 81930.00| 190.00000 51889.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -13 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 26-3919039 |( 5 ) 35-0918397 |( 6 ) 35-1035122 |TONN AND BLANK CONSTRUCTION |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 702-92857 15.800 CYS | 526.37000 8316.65| 1000.00000 15800.00| 365.00000 5767.00 CONCRETE, C, SUBSTRUCTURE | | | 0081 703-01540 365.000 EACH | 78.18000 28535.70| 20.00000 7300.00| 75.00000 27375.00 THREADED TIE BAR ASSEMBLY | | | 0082 703-06028 494370.000 LBS | 0.81000 400439.70| 0.90000 444933.00| 0.70000 346059.00 REINFORCING BARS | | | 0083 703-06029 106950.000 LBS | 0.97000 103741.50| 1.00000 106950.00| 0.70000 74865.00 REINFORCING BARS, EPOXY COATED | | | 0084 704-51002 180.900 CYS | 662.31000 119811.88| 500.00000 90450.00| 410.00000 74169.00 CONCRETE, C, SUPERSTRUCTURE | | | 0085 706-06342 302.000 LFT | 63.65000 19222.30| 60.00000 18120.00| 75.00000 22650.00 RAILING, PS-1 | | | 0086 706-06353 4.000 EACH | 2758.08000 11032.32| 1500.00000 6000.00| 5700.00000 22800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0087 706-51020 17.600 CYS | 644.92000 11350.59| 500.00000 8800.00| 1020.00000 17952.00 CONCRETE, C, RAILING | | | 0088 707-05983 960.200 LFT | 152.94000 146852.99| 179.63000 172480.73| 142.00000 136348.40 STRUCTURAL MEMBERS, CONCRETE I-BEAM, , | | | 36" X 12" | | | 0089 709-51821 LUMP | 4476.58000 4476.58| 6000.00000 6000.00| 4700.00000 4700.00 SURFACE SEAL | | | 0090 715-05119 139.000 LFT | 38.72000 5382.08| 46.00000 6394.00| 50.00000 6950.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0091 715-05149 296.000 LFT | 30.23000 8948.08| 45.00000 13320.00| 40.00000 11840.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0092 715-05152 18.000 LFT | 40.31000 725.58| 49.00000 882.00| 52.00000 936.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0093 715-05154 297.000 LFT | 41.37000 12286.89| 62.00000 18414.00| 67.00000 19899.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0094 715-46005 3.000 EACH | 159.12000 477.36| 490.00000 1470.00| 240.00000 720.00 PIPE END SECTION, 15 IN | | | 0095 715-46010 1.000 EACH | 212.16000 212.16| 550.00000 550.00| 268.00000 268.00 PIPE END SECTION, 18 IN | | | 0096 715-46020 1.000 EACH | 302.33000 302.33| 900.00000 900.00| 320.00000 320.00 PIPE END SECTION, 24 IN | | | 0097 720-44000 1.000 EACH | 159.12000 159.12| 425.00000 425.00| 210.00000 210.00 CASTING, ADJUST TO GRADE | | | 0098 720-45025 8.000 EACH | 2121.60000 16972.80| 2275.00000 18200.00| 590.00000 4720.00 INLET, D6 , MODIFIED | | | 0099 720-45410 2.000 EACH | 1591.20000 3182.40| 2375.00000 4750.00| 670.00000 1340.00 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -14 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 26-3919039 |( 5 ) 35-0918397 |( 6 ) 35-1035122 |TONN AND BLANK CONSTRUCTION |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 724-51925 108.500 LFT | 169.53000 18394.01| 100.00000 10850.00| 137.00000 14864.50 STRUCTURAL EXPANSION JOINT, SS | | | 0101 801-03290 2.000 EACH | 95.47000 190.94| 90.00000 180.00| 320.00000 640.00 CONSTRUCTION SIGN, C | | | 0102 801-04308 6.000 EACH | 159.12000 954.72| 150.00000 900.00| 150.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06625 38.000 EACH | 47.74000 1814.12| 45.00000 1710.00| 140.00000 5320.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0104 801-06640 9.000 EACH | 95.47000 859.23| 90.00000 810.00| 240.00000 2160.00 CONSTRUCTION SIGN, A | | | 0105 801-06775 LUMP | 848.64000 848.64| 14500.00000 14500.00| 2200.00000 2200.00 MAINTAINING TRAFFIC | | | 0106 801-07119 132.000 LFT | 10.61000 1400.52| 10.00000 1320.00| 16.50000 2178.00 BARRICADE, III-B | | | 0107 801-08401 400.000 LFT | 44.02000 17608.00| 19.50000 7800.00| 40.00000 16000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0108 802-05701 102.000 LFT | 25.52000 2603.04| 12.00000 1224.00| 22.00000 2244.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0109 802-05702 15.000 LFT | 15.81000 237.15| 10.70000 160.50| 23.50000 352.50 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0110 802-07057 20.000 SFT | 48.25000 965.00| 62.00000 1240.00| 50.50000 1010.00 SIGN, PANEL, WITH LEGEND | | | 0111 802-07151 2.000 EACH | 739.96000 1479.92| 370.00000 740.00| 1005.00000 2010.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0112 802-09838 35.000 SFT | 16.05000 561.75| 15.25000 533.75| 18.00000 630.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0113 802-09840 51.000 SFT | 25.44000 1297.44| 16.00000 816.00| 19.00000 969.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0114 802-76095 252.000 LBS | 7.37000 1857.24| 5.20000 1310.40| 7.00000 1764.00 STRUCTURAL STEEL, BREAKAWAY | | | 0115 808-10033 3570.000 LFT | 0.42000 1499.40| 0.40000 1428.00| 1.00000 3570.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0116 808-10034 3210.000 LFT | 0.42000 1348.20| 0.40000 1284.00| 1.00000 3210.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0117 808-10051 60.000 LFT | 10.61000 636.60| 10.00000 600.00| 11.25000 675.00 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 231 -15 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -30764-A COUNTIES : STARKE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 26-3919039 |( 5 ) 35-0918397 |( 6 ) 35-1035122 |TONN AND BLANK CONSTRUCTION |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 808-75998 45.000 EACH | 53.04000 2386.80| 26.10000 1174.50| 71.00000 3195.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0119 204-08553 2.000 EACH | 3477.60000 6955.20| 1000.00000 2000.00| 7500.00000 15000.00 DATA LOGGING SYSTEM | | | 0120 205-02770 1971.000 SYS | 2.10000 4139.10| 1.98000 3902.58| 2.20000 4336.20 EROSION CONTROL BLANKET | | | 0121 205-06932 35.000 LFT | 16.28000 569.80| 21.75000 761.25| 17.00000 595.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0122 601-04849 13.000 LFT | 15.91000 206.83| 7.55000 98.15| 36.00000 468.00 POST , WOOD, 4 IN. X 4 IN. | | | 0123 621-04258 114.400 LBS | 80.62000 9222.93| 76.00000 8694.40| 75.50000 8637.20 SEED MIXTURE , EMERGENT WETLAND | | | ESTABLISHMENT | | | 0124 621-04258 61.300 LBS | 53.04000 3251.35| 50.00000 3065.00| 57.50000 3524.75 SEED MIXTURE , BASIC PRAIRIE | | | 0125 621-04258 368.000 LBS | 74.26000 27327.68| 70.00000 25760.00| 76.00000 27968.00 SEED MIXTURE , WOODED WETLAND | | | ESTABLISHMENT | | | 0126 622-52436 13.000 EACH | 42.43000 551.59| 40.00000 520.00| 125.00000 1625.00 SIGN, DO NOT MOW OR SPRAY | | | 0127 622-91786 2380.000 EACH | 4.05000 9639.00| 3.82000 9091.60| 7.50000 17850.00 SEEDLING , BARE ROOT | | | 0128 622-91786 2380.000 EACH | 22.28000 53026.40| 21.00000 49980.00| 24.00000 57120.00 SEEDLING , 3 GALLON CONTAINER, GROWN | | | 0129 624-92647 14.450 ACRE | 106.08000 1532.86| 225.00000 3251.25| 160.00000 2312.00 HERBICIDE TREATMENT | | | 0130 712-04784 1.000 EACH | 5304.00000 5304.00| 4500.00000 4500.00| 28000.00000 28000.00 STRUCTURE , WATER LEVEL CONTROL | | | 0131 719-09505 1298.000 LFT | 5.83000 7567.34| 20.01000 25972.98| 2.25000 2920.50 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | SECTION TOTALS | $ 5,374,382.01| $ 5,387,000.00| $ 5,878,900.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,374,382.01| $ 5,387,000.00| $ 5,878,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -1 VENDOR RANKING CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 08/31/12 LOCATION : ON MCCARTY LANE EXTENSION FROM CR 550E TO SR 26 PROJECT(S) : 0400938 1006066 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 6,275,412.25 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 6,341,458.38 101.0525% 3 35-1698047 GRADEX INC $ 6,583,654.89 104.9119% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 6,726,317.00 107.1853% 5 35-0997978 PHEND & BROWN INC $ 6,868,374.10 109.4490% 6 35-1415044 F & K CONSTRUCTION INC $ 6,883,588.40 109.6914% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -2 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 60000.00000 60000.00| 100000.00000 100000.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 90.00000 90.00| 250.00000 250.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 120.00000 2880.00| 50.00000 1200.00| 100.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 154000.00000 154000.00| 314373.48000 314373.48| 329000.00000 329000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 127000.00000 127000.00| 125749.39000 125749.39| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0015 202-99187 1296.000 LFT | 2.00000 2592.00| 2.00000 2592.00| 2.00000 2592.00 FENCE, FARM FIELD, REMOVE | | | 0016 203-02000 78464.000 CYS | 4.80000 376627.20| 6.75000 529632.00| 6.00000 470784.00 EXCAVATION, COMMON | | | 0017 203-02070 14108.000 CYS | 1.00000 14108.00| 0.10000 1410.80| 0.01000 141.08 BORROW | | | 0019 205-02770 5674.000 SYS | 1.01000 5730.74| 0.98000 5560.52| 1.02000 5787.48 EROSION CONTROL BLANKET | | | 0020 205-06931 483.000 TON | 46.00000 22218.00| 35.00000 16905.00| 24.00000 11592.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06934 7.000 TON | 333.00000 2331.00| 324.00000 2268.00| 408.00000 2856.00 TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -3 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 205-06937 18825.000 LFT | 1.42000 26731.50| 1.02000 19201.50| 1.22000 22966.50 TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 18.00000 1800.00| 35.00000 3500.00| 19.00000 1900.00 NO 2 STONE | | | 0024 207-08263 69837.000 SYS | 3.90000 272364.30| 4.25000 296807.25| 3.95000 275856.15 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08265 6227.000 SYS | 4.80000 29889.60| 4.75000 29578.25| 4.15000 25842.05 SUBGRADE TREATMENT, TYPE IIA | | | 0026 207-08267 1325.000 SYS | 10.00000 13250.00| 8.00000 10600.00| 6.50000 8612.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 210-09475 4.000 EACH | 20000.00000 80000.00| 35000.00000 140000.00| 23000.00000 92000.00 STORMWATER QUALITY STRUCTURE | | | 0028 211-09264 17702.000 CYS | 21.00000 371742.00| 15.00000 265530.00| 18.80000 332797.60 STRUCTURAL BACKFILL, TYPE 1 | | | 0029 211-09265 421.000 CYS | 41.00000 17261.00| 30.00000 12630.00| 28.00000 11788.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0030 214-07202 6500.000 SYS | 2.00000 13000.00| 1.50000 9750.00| 1.90000 12350.00 GEOGRID, TYPE I | | | 0031 301-07448 3515.000 TON | 17.00000 59755.00| 15.00000 52725.00| 17.00000 59755.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 306-08034 2401.000 SYS | 2.31000 5546.31| 2.00000 4802.00| 2.50000 6002.50 MILLING, ASPHALT, 1 1/2 IN | | | 0033 401-07322 5390.000 TON | 61.00000 328790.00| 56.64000 305289.60| 56.64000 305289.60 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0034 401-07392 8496.000 TON | 48.00000 407808.00| 45.50000 386568.00| 45.50000 386568.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0036 401-07424 11109.000 TON | 50.00000 555450.00| 43.28000 480797.52| 43.28000 480797.52 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0037 401-07429 8416.000 TON | 47.00000 395552.00| 43.73000 368031.68| 43.73000 368031.68 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0038 402-07432 514.000 TON | 62.00000 31868.00| 68.84000 35383.76| 68.84000 35383.76 HMA SURFACE, TYPE A | | | 0039 402-07433 109.000 TON | 110.00000 11990.00| 104.40000 11379.60| 104.40000 11379.60 HMA SURFACE, TYPE B | | | 0040 402-07435 856.000 TON | 53.00000 45368.00| 53.73000 45992.88| 53.73000 45992.88 HMA INTERMEDIATE, TYPE A | | | 0041 402-07438 255.000 TON | 82.00000 20910.00| 65.91000 16807.05| 65.91000 16807.05 HMA INTERMEDIATE, TYPE B | | | 0042 406-05520 65.400 TON | 400.00000 26160.00| 275.00000 17985.00| 275.00000 17985.00 ASPHALT FOR TACK COAT | | | 0043 601-99105 37.500 LFT | 50.00000 1875.00| 65.00000 2437.50| 65.00000 2437.50 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -4 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 604-06070 5590.000 SYS | 20.00000 111800.00| 19.76000 110458.40| 20.00000 111800.00 SIDEWALK, CONCRETE | | | 0045 604-07901 24.000 SYS | 400.00000 9600.00| 150.00000 3600.00| 125.00000 3000.00 CURB RAMP, CONCRETE, G | | | 0046 605-06140 20777.000 LFT | 13.00000 270101.00| 9.15000 190109.55| 9.75000 202575.75 CURB AND GUTTER, CONCRETE | | | 0047 611-06497 4.000 EACH | 240.00000 960.00| 205.00000 820.00| 205.00000 820.00 MAILBOX ASSEMBLY, SINGLE | | | 0048 615-06490 4.000 EACH | 150.00000 600.00| 195.00000 780.00| 195.00000 780.00 RIGHT OF WAY MARKER | | | 0049 615-06505 7.000 EACH | 850.00000 5950.00| 649.00000 4543.00| 649.00000 4543.00 MONUMENT, B | | | 0050 615-06527 1.000 EACH | 700.00000 700.00| 529.00000 529.00| 529.00000 529.00 MONUMENT, SECTION CORNER | | | 0051 616-02320 2643.000 SYS | 2.50000 6607.50| 1.00000 2643.00| 1.10000 2907.30 GEOTEXTILES | | | 0052 616-05689 861.000 TON | 54.00000 46494.00| 45.00000 38745.00| 38.00000 32718.00 RIPRAP, CLASS 2 | | | 0053 616-06405 1091.000 TON | 26.00000 28366.00| 25.00000 27275.00| 24.00000 26184.00 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 280.50000 561.00| 275.00000 550.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02318 6.000 LBS | 89.00000 534.00| 88.00000 528.00| 288.00000 1728.00 SEED MIXTURE, PRAIRIE GRASS | | | 0056 621-04258 1.000 LBS | 545.00000 545.00| 536.00000 536.00| 795.00000 795.00 SEED MIXTURE , EMERGENT | | | 0057 621-06553 2276.000 LBS | 2.50000 5690.00| 2.48000 5644.48| 3.80000 8648.80 SEED MIXTURE, R | | | 0058 621-06557 569.000 LBS | 2.24000 1274.56| 2.20000 1251.80| 1.66000 944.54 SEED MIXTURE, T | | | 0059 621-06565 27.000 TON | 319.00000 8613.00| 313.00000 8451.00| 408.00000 11016.00 MULCHING MATERIAL | | | 0060 621-06574 6537.000 SYS | 2.92000 19088.04| 2.70000 17649.90| 3.15000 20591.55 SODDING | | | 0061 622-05650 47.000 EACH | 245.00000 11515.00| 240.00000 11280.00| 273.00000 12831.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0062 622-52436 6.000 EACH | 309.00000 1854.00| 50.00000 300.00| 52.00000 312.00 SIGN, DO NOT MOW OR SPRAY | | | 0063 628-09401 24.000 MOS | 2300.00000 55200.00| 1500.00000 36000.00| 1700.00000 40800.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -5 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 714-01764 152.000 LFT | 325.00000 49400.00| 300.00000 45600.00| 321.00000 48792.00 STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | | X 5FT | | | 0065 715-05024 3271.000 LFT | 40.00000 130840.00| 40.00000 130840.00| 72.00000 235512.00 PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0066 715-05048 20350.000 LFT | 3.65000 74277.50| 5.75000 117012.50| 3.15000 64102.50 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0067 715-05118 8.000 LFT | 90.00000 720.00| 50.00000 400.00| 72.00000 576.00 PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0068 715-05119 98.000 LFT | 16.00000 1568.00| 21.00000 2058.00| 34.00000 3332.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0069 715-05121 29.000 LFT | 28.00000 812.00| 25.00000 725.00| 36.00000 1044.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0070 715-05123 100.000 LFT | 24.00000 2400.00| 27.00000 2700.00| 48.00000 4800.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0071 715-05125 372.000 LFT | 30.00000 11160.00| 33.00000 12276.00| 58.00000 21576.00 PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0072 715-05127 98.000 LFT | 52.00000 5096.00| 60.00000 5880.00| 93.00000 9114.00 PIPE, TYPE 1, CIRCULAR, 42 IN | | | 0073 715-05149 4180.000 LFT | 16.00000 66880.00| 19.00000 79420.00| 28.00000 117040.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0074 715-05151 305.000 LFT | 19.00000 5795.00| 21.00000 6405.00| 32.00000 9760.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0075 715-05152 1185.000 LFT | 18.00000 21330.00| 25.00000 29625.00| 34.00000 40290.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0076 715-05154 1122.000 LFT | 22.00000 24684.00| 27.00000 30294.00| 45.00000 50490.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0077 715-05156 1352.000 LFT | 27.00000 36504.00| 33.00000 44616.00| 62.00000 83824.00 PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0078 715-05159 2501.000 LFT | 50.00000 125050.00| 60.00000 150060.00| 83.00000 207583.00 PIPE, TYPE 2, CIRCULAR, 42 IN | | | 0079 715-05161 56.000 LFT | 65.00000 3640.00| 70.00000 3920.00| 108.00000 6048.00 PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0080 715-05163 90.000 LFT | 115.00000 10350.00| 140.00000 12600.00| 139.00000 12510.00 PIPE, TYPE 2, CIRCULAR, 60 IN | | | 0081 715-05164 80.000 LFT | 120.00000 9600.00| 165.00000 13200.00| 165.00000 13200.00 PIPE, TYPE 2, CIRCULAR, 66 IN | | | 0082 715-05165 1613.000 LFT | 140.00000 225820.00| 175.00000 282275.00| 192.00000 309696.00 PIPE, TYPE 2, CIRCULAR, 72 IN | | | 0083 715-05842 2.000 EACH | 1400.00000 2800.00| 1200.00000 2400.00| 1200.00000 2400.00 CONCRETE ANCHOR, 42 IN | | | 0084 715-06357 2.000 EACH | 2000.00000 4000.00| 1800.00000 3600.00| 1900.00000 3800.00 CONCRETE ANCHOR, 72 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -6 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 715-07556 LUMP | 14000.00000 14000.00| 12000.00000 12000.00| 25000.00000 25000.00 FORCE MAIN , SANITARY RELOCATION | | | 0086 715-09064 1200.000 LFT | 2.00000 2400.00| 2.00000 2400.00| 1.00000 1200.00 VIDEO INSPECTION FOR PIPE | | | 0087 715-09976 125.000 LFT | 40.00000 5000.00| 15.00000 1875.00| 40.00000 5000.00 PIPE, DRAINTILE TERMINAL SECTION, 16 IN | | | 0088 715-46000 1.000 EACH | 160.00000 160.00| 300.00000 300.00| 530.00000 530.00 PIPE END SECTION, 12 IN | | | 0089 715-46005 12.000 EACH | 450.00000 5400.00| 325.00000 3900.00| 550.00000 6600.00 PIPE END SECTION, 15 IN | | | 0090 715-46010 2.000 EACH | 300.00000 600.00| 375.00000 750.00| 600.00000 1200.00 PIPE END SECTION, 18 IN | | | 0091 715-46020 2.000 EACH | 700.00000 1400.00| 500.00000 1000.00| 850.00000 1700.00 PIPE END SECTION, 24 IN | | | 0092 715-46030 6.000 EACH | 1000.00000 6000.00| 700.00000 4200.00| 1100.00000 6600.00 PIPE END SECTION, 30 IN | | | 0093 715-46040 1.000 EACH | 630.00000 630.00| 800.00000 800.00| 1150.00000 1150.00 PIPE END SECTION, 36 IN | | | 0094 715-90832 100.000 LFT | 13.00000 1300.00| 8.00000 800.00| 6.00000 600.00 PIPE, DRAINTILE, 6 IN | | | 0095 715-90833 100.000 LFT | 13.00000 1300.00| 9.00000 900.00| 7.00000 700.00 PIPE, DRAINTILE, 8 IN | | | 0096 718-06532 3000.000 LFT | 0.80000 2400.00| 0.85000 2550.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 3015.000 CYS | 29.00000 87435.00| 0.01000 30.15| 26.50000 79897.50 AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 20350.000 SYS | 0.70000 14245.00| 1.00000 20350.00| 0.88000 17908.00 GEOTEXTILES FOR UNDERDRAIN | | | 0099 719-05443 35.000 LFT | 50.00000 1750.00| 13.00000 455.00| 25.00000 875.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0100 720-45030 6.000 EACH | 1100.00000 6600.00| 1000.00000 6000.00| 1250.00000 7500.00 INLET, E7 | | | 0101 720-45035 3.000 EACH | 1100.00000 3300.00| 1000.00000 3000.00| 1300.00000 3900.00 INLET, F7 | | | 0102 720-45410 13.000 EACH | 1900.00000 24700.00| 2000.00000 26000.00| 1800.00000 23400.00 MANHOLE, C4 | | | 0103 720-94612 20.000 EACH | 3200.00000 64000.00| 3800.00000 76000.00| 3400.00000 68000.00 MANHOLE, K4 | | | 0104 720-95335 11.000 EACH | 9800.00000 107800.00| 11000.00000 121000.00| 7000.00000 77000.00 MANHOLE, M4 | | | 0105 720-95422 27.000 EACH | 2500.00000 67500.00| 2700.00000 72900.00| 3100.00000 83700.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -7 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 720-98174 54.000 EACH | 1800.00000 97200.00| 1700.00000 91800.00| 1850.00000 99900.00 INLET, B15 | | | 0107 720-98555 58.000 EACH | 1800.00000 104400.00| 1700.00000 98600.00| 1900.00000 110200.00 INLET, C15 | | | 0108 801-03290 2.000 EACH | 190.00000 380.00| 185.00000 370.00| 189.00000 378.00 CONSTRUCTION SIGN, C | | | 0109 801-04308 3.000 EACH | 222.00000 666.00| 310.00000 930.00| 220.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06203 6520.000 LFT | 0.18000 1173.60| 0.20000 1304.00| 0.18000 1173.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0111 801-06625 12.000 EACH | 88.00000 1056.00| 90.00000 1080.00| 88.00000 1056.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0112 801-06640 16.000 EACH | 166.00000 2656.00| 145.00000 2320.00| 165.00000 2640.00 CONSTRUCTION SIGN, A | | | 0113 801-06645 2.000 EACH | 67.00000 134.00| 70.00000 140.00| 66.00000 132.00 CONSTRUCTION SIGN, B | | | 0114 801-06775 LUMP | 20000.00000 20000.00| 50000.00000 50000.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0115 801-07118 168.000 LFT | 12.24000 2056.32| 8.50000 1428.00| 12.00000 2016.00 BARRICADE, III-A | | | 0116 801-07119 24.000 LFT | 13.26000 318.24| 9.10000 218.40| 13.00000 312.00 BARRICADE, III-B | | | 0117 802-05701 257.000 LFT | 7.14000 1834.98| 13.45000 3456.65| 7.00000 1799.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0118 802-09838 54.000 SFT | 18.36000 991.44| 13.10000 707.40| 18.00000 972.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0119 802-09840 117.000 SFT | 22.44000 2625.48| 14.00000 1638.00| 22.00000 2574.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0120 808-06701 4857.000 LFT | 0.46000 2234.22| 0.40000 1942.80| 0.45000 2185.65 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0121 808-06703 3273.000 LFT | 0.46000 1505.58| 0.40000 1309.20| 0.45000 1472.85 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0122 808-06705 81.000 LFT | 0.92000 74.52| 1.58000 127.98| 0.90000 72.90 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0123 808-06713 1900.000 LFT | 0.12000 228.00| 0.18000 342.00| 0.12000 228.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0124 808-06714 8854.000 LFT | 0.12000 1062.48| 0.18000 1593.72| 0.12000 1062.48 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0125 808-06716 1705.000 LFT | 0.12000 204.60| 0.42000 716.10| 0.12000 204.60 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -8 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 808-75090 17.000 LFT | 4.07000 69.19| 8.75000 148.75| 3.99000 67.83 TRANSVERSE MARKING, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24" | | | 0127 808-75245 24077.000 LFT | 0.41000 9871.57| 0.40000 9630.80| 0.40000 9630.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0128 808-75278 195.000 LFT | 2.37000 462.15| 2.37000 462.15| 2.30000 448.50 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0129 808-75297 158.000 LFT | 4.07000 643.06| 4.74000 748.92| 3.99000 630.42 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0130 808-75300 461.000 LFT | 1.69000 779.09| 1.18000 543.98| 1.66000 765.26 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0131 808-75320 5.000 EACH | 66.30000 331.50| 80.00000 400.00| 65.00000 325.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0132 808-75325 4.000 EACH | 76.50000 306.00| 115.00000 460.00| 75.00000 300.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0133 621-04258 38.000 LBS | 10.71000 406.98| 10.50000 399.00| 2.28000 86.64 SEED MIXTURE | | | 0134 401-07424 14027.000 TON | 48.00000 673296.00| 43.61000 611717.47| 43.61000 611717.47 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0135 203-02020 2500.000 CYS | 10.00000 25000.00| 9.00000 22500.00| 6.00000 15000.00 EXCAVATION, UNCLASSIFIED | | | 0136 304-07494 210.000 TON | 105.00000 22050.00| 113.65000 23866.50| 88.65000 18616.50 WIDENING WITH HMA, TYPE C | | | SECTION TOTALS | $ 6,275,412.25| $ 6,341,458.38| $ 6,583,654.89 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,275,412.25| $ 6,341,458.38| $ 6,583,654.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -9 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( 6 ) 35-1415044 |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC |F & K CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 32749.00000 32749.00| 38800.00000 38800.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 1.00000 1.00| 215.00000 215.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 1.00000 24.00| 100.00000 2400.00| 60.00000 1440.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 263560.92000 263560.92| 346246.00000 346246.00| 372000.00000 372000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 45000.00000 45000.00| 171080.00000 171080.00| 95000.00000 95000.00 CLEARING RIGHT OF WAY | | | 0015 202-99187 1296.000 LFT | 4.00000 5184.00| 2.00000 2592.00| 2.00000 2592.00 FENCE, FARM FIELD, REMOVE | | | 0016 203-02000 78464.000 CYS | 6.42000 503738.88| 9.00000 706176.00| 5.90000 462937.60 EXCAVATION, COMMON | | | 0017 203-02070 14108.000 CYS | 0.01000 141.08| 0.05000 705.40| 0.01000 141.08 BORROW | | | 0019 205-02770 5674.000 SYS | 1.02000 5787.48| 0.98000 5560.52| 1.25000 7092.50 EROSION CONTROL BLANKET | | | 0020 205-06931 483.000 TON | 24.00000 11592.00| 40.00000 19320.00| 40.00000 19320.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06934 7.000 TON | 408.00000 2856.00| 324.00000 2268.00| 390.00000 2730.00 TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -10 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( 6 ) 35-1415044 |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC |F & K CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 205-06937 18825.000 LFT | 1.22000 22966.50| 1.02000 19201.50| 1.25000 23531.25 TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 19.00000 1900.00| 30.00000 3000.00| 30.00000 3000.00 NO 2 STONE | | | 0024 207-08263 69837.000 SYS | 4.27000 298203.99| 3.80000 265380.60| 4.00000 279348.00 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08265 6227.000 SYS | 4.35000 27087.45| 4.05000 25219.35| 3.50000 21794.50 SUBGRADE TREATMENT, TYPE IIA | | | 0026 207-08267 1325.000 SYS | 6.50000 8612.50| 12.50000 16562.50| 5.20000 6890.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 210-09475 4.000 EACH | 23000.00000 92000.00| 22000.00000 88000.00| 24000.00000 96000.00 STORMWATER QUALITY STRUCTURE | | | 0028 211-09264 17702.000 CYS | 18.80000 332797.60| 19.00000 336338.00| 19.00000 336338.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0029 211-09265 421.000 CYS | 28.00000 11788.00| 24.00000 10104.00| 23.00000 9683.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0030 214-07202 6500.000 SYS | 1.90000 12350.00| 2.50000 16250.00| 3.00000 19500.00 GEOGRID, TYPE I | | | 0031 301-07448 3515.000 TON | 17.00000 59755.00| 35.00000 123025.00| 16.00000 56240.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 306-08034 2401.000 SYS | 2.61000 6266.61| 0.40000 960.40| 2.00000 4802.00 MILLING, ASPHALT, 1 1/2 IN | | | 0033 401-07322 5390.000 TON | 58.27000 314075.30| 56.64000 305289.60| 61.90000 333641.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0034 401-07392 8496.000 TON | 46.86000 398122.56| 45.50000 386568.00| 49.70000 422251.20 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0036 401-07424 11109.000 TON | 45.84000 509236.56| 43.28000 480797.52| 47.30000 525455.70 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0037 401-07429 8416.000 TON | 45.98000 386967.68| 43.73000 368031.68| 47.80000 402284.80 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0038 402-07432 514.000 TON | 72.45000 37239.30| 68.84000 35383.76| 75.00000 38550.00 HMA SURFACE, TYPE A | | | 0039 402-07433 109.000 TON | 110.00000 11990.00| 104.40000 11379.60| 114.00000 12426.00 HMA SURFACE, TYPE B | | | 0040 402-07435 856.000 TON | 56.87000 48680.72| 53.73000 45992.88| 58.70000 50247.20 HMA INTERMEDIATE, TYPE A | | | 0041 402-07438 255.000 TON | 69.72000 17778.60| 65.91000 16807.05| 72.00000 18360.00 HMA INTERMEDIATE, TYPE B | | | 0042 406-05520 65.400 TON | 525.36000 34358.54| 275.00000 17985.00| 300.00000 19620.00 ASPHALT FOR TACK COAT | | | 0043 601-99105 37.500 LFT | 65.00000 2437.50| 65.00000 2437.50| 70.00000 2625.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -11 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( 6 ) 35-1415044 |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC |F & K CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 604-06070 5590.000 SYS | 24.35000 136116.50| 20.55000 114874.50| 25.20000 140868.00 SIDEWALK, CONCRETE | | | 0045 604-07901 24.000 SYS | 129.33000 3103.92| 216.00000 5184.00| 134.00000 3216.00 CURB RAMP, CONCRETE, G | | | 0046 605-06140 20777.000 LFT | 11.70000 243090.90| 9.50000 197381.50| 12.00000 249324.00 CURB AND GUTTER, CONCRETE | | | 0047 611-06497 4.000 EACH | 205.00000 820.00| 205.00000 820.00| 250.00000 1000.00 MAILBOX ASSEMBLY, SINGLE | | | 0048 615-06490 4.000 EACH | 195.00000 780.00| 195.00000 780.00| 225.00000 900.00 RIGHT OF WAY MARKER | | | 0049 615-06505 7.000 EACH | 649.00000 4543.00| 649.00000 4543.00| 860.00000 6020.00 MONUMENT, B | | | 0050 615-06527 1.000 EACH | 529.00000 529.00| 529.00000 529.00| 575.00000 575.00 MONUMENT, SECTION CORNER | | | 0051 616-02320 2643.000 SYS | 1.10000 2907.30| 3.00000 7929.00| 1.30000 3435.90 GEOTEXTILES | | | 0052 616-05689 861.000 TON | 38.00000 32718.00| 60.00000 51660.00| 37.60000 32373.60 RIPRAP, CLASS 2 | | | 0053 616-06405 1091.000 TON | 24.00000 26184.00| 44.00000 48004.00| 20.00000 21820.00 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 850.00000 1700.00| 275.00000 550.00| 335.00000 670.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02318 6.000 LBS | 288.00000 1728.00| 88.00000 528.00| 110.00000 660.00 SEED MIXTURE, PRAIRIE GRASS | | | 0056 621-04258 1.000 LBS | 795.00000 795.00| 536.00000 536.00| 650.00000 650.00 SEED MIXTURE , EMERGENT | | | 0057 621-06553 2276.000 LBS | 3.80000 8648.80| 2.48000 5644.48| 3.00000 6828.00 SEED MIXTURE, R | | | 0058 621-06557 569.000 LBS | 1.66000 944.54| 2.20000 1251.80| 2.65000 1507.85 SEED MIXTURE, T | | | 0059 621-06565 27.000 TON | 408.00000 11016.00| 313.00000 8451.00| 380.00000 10260.00 MULCHING MATERIAL | | | 0060 621-06574 6537.000 SYS | 3.15000 20591.55| 2.70000 17649.90| 3.25000 21245.25 SODDING | | | 0061 622-05650 47.000 EACH | 273.00000 12831.00| 240.00000 11280.00| 290.00000 13630.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0062 622-52436 6.000 EACH | 52.00000 312.00| 50.00000 300.00| 60.00000 360.00 SIGN, DO NOT MOW OR SPRAY | | | 0063 628-09401 24.000 MOS | 1939.58000 46549.92| 1569.00000 37656.00| 1680.00000 40320.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -12 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( 6 ) 35-1415044 |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC |F & K CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 714-01764 152.000 LFT | 321.00000 48792.00| 417.00000 63384.00| 320.00000 48640.00 STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | | X 5FT | | | 0065 715-05024 3271.000 LFT | 72.00000 235512.00| 55.00000 179905.00| 55.00000 179905.00 PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0066 715-05048 20350.000 LFT | 3.15000 64102.50| 3.65000 74277.50| 3.25000 66137.50 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0067 715-05118 8.000 LFT | 72.00000 576.00| 17.65000 141.20| 165.00000 1320.00 PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0068 715-05119 98.000 LFT | 34.00000 3332.00| 22.50000 2205.00| 82.00000 8036.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0069 715-05121 29.000 LFT | 36.00000 1044.00| 30.00000 870.00| 132.00000 3828.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0070 715-05123 100.000 LFT | 48.00000 4800.00| 31.00000 3100.00| 41.00000 4100.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0071 715-05125 372.000 LFT | 58.00000 21576.00| 49.00000 18228.00| 48.25000 17949.00 PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0072 715-05127 98.000 LFT | 93.00000 9114.00| 70.00000 6860.00| 70.00000 6860.00 PIPE, TYPE 1, CIRCULAR, 42 IN | | | 0073 715-05149 4180.000 LFT | 28.00000 117040.00| 16.00000 66880.00| 30.00000 125400.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0074 715-05151 305.000 LFT | 32.00000 9760.00| 18.00000 5490.00| 31.00000 9455.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0075 715-05152 1185.000 LFT | 34.00000 40290.00| 25.00000 29625.00| 33.00000 39105.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0076 715-05154 1122.000 LFT | 45.00000 50490.00| 36.00000 40392.00| 38.00000 42636.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0077 715-05156 1352.000 LFT | 62.00000 83824.00| 48.00000 64896.00| 49.00000 66248.00 PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0078 715-05159 2501.000 LFT | 83.00000 207583.00| 82.00000 205082.00| 78.00000 195078.00 PIPE, TYPE 2, CIRCULAR, 42 IN | | | 0079 715-05161 56.000 LFT | 108.00000 6048.00| 83.00000 4648.00| 115.00000 6440.00 PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0080 715-05163 90.000 LFT | 139.00000 12510.00| 157.00000 14130.00| 140.00000 12600.00 PIPE, TYPE 2, CIRCULAR, 60 IN | | | 0081 715-05164 80.000 LFT | 165.00000 13200.00| 142.00000 11360.00| 235.00000 18800.00 PIPE, TYPE 2, CIRCULAR, 66 IN | | | 0082 715-05165 1613.000 LFT | 192.00000 309696.00| 165.00000 266145.00| 212.00000 341956.00 PIPE, TYPE 2, CIRCULAR, 72 IN | | | 0083 715-05842 2.000 EACH | 1200.00000 2400.00| 1700.00000 3400.00| 600.00000 1200.00 CONCRETE ANCHOR, 42 IN | | | 0084 715-06357 2.000 EACH | 1900.00000 3800.00| 3000.00000 6000.00| 1000.00000 2000.00 CONCRETE ANCHOR, 72 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -13 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( 6 ) 35-1415044 |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC |F & K CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 715-07556 LUMP | 25000.00000 25000.00| 8500.00000 8500.00| 18500.00000 18500.00 FORCE MAIN , SANITARY RELOCATION | | | 0086 715-09064 1200.000 LFT | 2.00000 2400.00| 2.00000 2400.00| 1.40000 1680.00 VIDEO INSPECTION FOR PIPE | | | 0087 715-09976 125.000 LFT | 40.00000 5000.00| 21.00000 2625.00| 40.00000 5000.00 PIPE, DRAINTILE TERMINAL SECTION, 16 IN | | | 0088 715-46000 1.000 EACH | 530.00000 530.00| 290.00000 290.00| 45.00000 45.00 PIPE END SECTION, 12 IN | | | 0089 715-46005 12.000 EACH | 550.00000 6600.00| 335.00000 4020.00| 375.00000 4500.00 PIPE END SECTION, 15 IN | | | 0090 715-46010 2.000 EACH | 600.00000 1200.00| 363.00000 726.00| 420.00000 840.00 PIPE END SECTION, 18 IN | | | 0091 715-46020 2.000 EACH | 850.00000 1700.00| 520.00000 1040.00| 565.00000 1130.00 PIPE END SECTION, 24 IN | | | 0092 715-46030 6.000 EACH | 1100.00000 6600.00| 672.00000 4032.00| 635.00000 3810.00 PIPE END SECTION, 30 IN | | | 0093 715-46040 1.000 EACH | 1150.00000 1150.00| 835.00000 835.00| 950.00000 950.00 PIPE END SECTION, 36 IN | | | 0094 715-90832 100.000 LFT | 6.00000 600.00| 16.00000 1600.00| 25.00000 2500.00 PIPE, DRAINTILE, 6 IN | | | 0095 715-90833 100.000 LFT | 7.00000 700.00| 18.00000 1800.00| 26.00000 2600.00 PIPE, DRAINTILE, 8 IN | | | 0096 718-06532 3000.000 LFT | 2.00000 6000.00| 0.85000 2550.00| 1.40000 4200.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 3015.000 CYS | 26.50000 79897.50| 36.00000 108540.00| 26.00000 78390.00 AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 20350.000 SYS | 0.88000 17908.00| 1.50000 30525.00| 1.10000 22385.00 GEOTEXTILES FOR UNDERDRAIN | | | 0099 719-05443 35.000 LFT | 25.00000 875.00| 16.00000 560.00| 45.00000 1575.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0100 720-45030 6.000 EACH | 1250.00000 7500.00| 765.00000 4590.00| 1200.00000 7200.00 INLET, E7 | | | 0101 720-45035 3.000 EACH | 1300.00000 3900.00| 765.00000 2295.00| 1200.00000 3600.00 INLET, F7 | | | 0102 720-45410 13.000 EACH | 1800.00000 23400.00| 2180.00000 28340.00| 2200.00000 28600.00 MANHOLE, C4 | | | 0103 720-94612 20.000 EACH | 3400.00000 68000.00| 4475.00000 89500.00| 4100.00000 82000.00 MANHOLE, K4 | | | 0104 720-95335 11.000 EACH | 7000.00000 77000.00| 9220.00000 101420.00| 7200.00000 79200.00 MANHOLE, M4 | | | 0105 720-95422 27.000 EACH | 3100.00000 83700.00| 3123.00000 84321.00| 3200.00000 86400.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -14 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( 6 ) 35-1415044 |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC |F & K CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 720-98174 54.000 EACH | 1850.00000 99900.00| 2183.00000 117882.00| 1900.00000 102600.00 INLET, B15 | | | 0107 720-98555 58.000 EACH | 1900.00000 110200.00| 2213.00000 128354.00| 2000.00000 116000.00 INLET, C15 | | | 0108 801-03290 2.000 EACH | 189.00000 378.00| 189.00000 378.00| 230.00000 460.00 CONSTRUCTION SIGN, C | | | 0109 801-04308 3.000 EACH | 220.00000 660.00| 220.00000 660.00| 265.00000 795.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06203 6520.000 LFT | 0.18000 1173.60| 0.18000 1173.60| 0.25000 1630.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0111 801-06625 12.000 EACH | 88.00000 1056.00| 88.00000 1056.00| 110.00000 1320.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0112 801-06640 16.000 EACH | 165.00000 2640.00| 165.00000 2640.00| 200.00000 3200.00 CONSTRUCTION SIGN, A | | | 0113 801-06645 2.000 EACH | 66.00000 132.00| 66.00000 132.00| 80.00000 160.00 CONSTRUCTION SIGN, B | | | 0114 801-06775 LUMP | 102900.01000 102900.01| 8000.00000 8000.00| 9565.00000 9565.00 MAINTAINING TRAFFIC | | | 0115 801-07118 168.000 LFT | 12.00000 2016.00| 12.00000 2016.00| 15.00000 2520.00 BARRICADE, III-A | | | 0116 801-07119 24.000 LFT | 13.00000 312.00| 13.00000 312.00| 16.00000 384.00 BARRICADE, III-B | | | 0117 802-05701 257.000 LFT | 7.00000 1799.00| 7.00000 1799.00| 11.00000 2827.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0118 802-09838 54.000 SFT | 18.00000 972.00| 18.00000 972.00| 11.00000 594.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0119 802-09840 117.000 SFT | 22.00000 2574.00| 22.00000 2574.00| 12.00000 1404.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0120 808-06701 4857.000 LFT | 0.45000 2185.65| 0.45000 2185.65| 0.50000 2428.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0121 808-06703 3273.000 LFT | 0.45000 1472.85| 0.45000 1472.85| 0.50000 1636.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0122 808-06705 81.000 LFT | 0.90000 72.90| 0.90000 72.90| 1.00000 81.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0123 808-06713 1900.000 LFT | 0.12000 228.00| 0.12000 228.00| 0.13000 247.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0124 808-06714 8854.000 LFT | 0.12000 1062.48| 0.12000 1062.48| 0.13000 1151.02 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0125 808-06716 1705.000 LFT | 0.12000 204.60| 0.12000 204.60| 0.13000 221.65 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 241 -15 TABULATION OF BIDS CALL ORDER : 241 CONTRACT ID : R -31289-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( 6 ) 35-1415044 |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC |F & K CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 808-75090 17.000 LFT | 3.99000 67.83| 3.99000 67.83| 5.00000 85.00 TRANSVERSE MARKING, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24" | | | 0127 808-75245 24077.000 LFT | 0.40000 9630.80| 0.40000 9630.80| 0.45000 10834.65 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0128 808-75278 195.000 LFT | 2.30000 448.50| 2.30000 448.50| 2.50000 487.50 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0129 808-75297 158.000 LFT | 3.99000 630.42| 3.99000 630.42| 4.35000 687.30 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0130 808-75300 461.000 LFT | 1.66000 765.26| 1.66000 765.26| 1.80000 829.80 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0131 808-75320 5.000 EACH | 65.00000 325.00| 65.00000 325.00| 70.00000 350.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0132 808-75325 4.000 EACH | 75.00000 300.00| 75.00000 300.00| 82.00000 328.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0133 621-04258 38.000 LBS | 2.28000 86.64| 10.50000 399.00| 13.00000 494.00 SEED MIXTURE | | | 0134 401-07424 14027.000 TON | 44.28000 621115.56| 43.61000 611717.47| 47.65000 668386.55 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0135 203-02020 2500.000 CYS | 6.00000 15000.00| 6.70000 16750.00| 14.80000 37000.00 EXCAVATION, UNCLASSIFIED | | | 0136 304-07494 210.000 TON | 93.77000 19691.70| 100.00000 21000.00| 97.00000 20370.00 WIDENING WITH HMA, TYPE C | | | SECTION TOTALS | $ 6,726,317.00| $ 6,868,374.10| $ 6,883,588.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,726,317.00| $ 6,868,374.10| $ 6,883,588.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -1 VENDOR RANKING CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 07/28/12 LOCATION : ON PERIMETER PARKWAY FROM MARTIN C JISCHKE DRIVE TO PROJECT(S) : 0501163 SHEETZ STREET PURDUE UNIVERSITY 1005621 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 4,856,831.03 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 5,047,553.12 103.9269% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 5,659,539.00 116.5274% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -2 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 58600.00000 58600.00| 410000.00000 410000.00| 40500.00000 40500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 220000.00000 220000.00| 247026.59000 247026.59| 282976.95000 282976.95 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 175000.00000 175000.00| 49405.32000 49405.32| 56595.39000 56595.39 CLEARING RIGHT OF WAY | | | 0011 202-03000 LUMP | 55000.00000 55000.00| 50000.00000 50000.00| 134073.00000 134073.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 0012 202-05550 10.000 CYS | 100.00000 1000.00| 100.00000 1000.00| 100.00000 1000.00 REGULATED MATERIALS, REMOVE, C | | | 0013 202-05823 7.000 EACH | 4500.00000 31500.00| 4500.00000 31500.00| 4500.00000 31500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GALLONS CAPACITY | | | 0014 202-05825 5.000 EACH | 5955.00000 29775.00| 5955.00000 29775.00| 5955.00000 29775.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 6000-10000 GALLONS CAPACITY | | | 0015 202-06541 5.000 EACH | 340.00000 1700.00| 243.00000 1215.00| 880.00000 4400.00 REMOVE , FIRE HYDRANT ASSEMBLY | | | 0016 202-07603 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 TESTING FOR WASTE, C | | | 0017 202-51328 LUMP | 42000.00000 42000.00| 63000.00000 63000.00| 168417.59000 168417.59 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0018 202-96133 1548.000 LFT | 8.99000 13916.52| 6.90000 10681.20| 15.00000 23220.00 PIPE, REMOVE , WATERMAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -3 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 14799.000 CYS | 12.50000 184987.50| 29.50000 436570.50| 19.00000 281181.00 EXCAVATION, COMMON | | | 0020 205-06933 2.000 EACH | 90.00000 180.00| 90.00000 180.00| 118.00000 236.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06934 0.930 TON | 635.00000 590.55| 635.00000 590.55| 404.00000 375.72 TEMPORARY MULCHING , CRIMPED STRAW MULC | | | 0022 205-06937 2430.000 LFT | 2.00000 4860.00| 1.25000 3037.50| 1.25000 3037.50 TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 18.00000 1800.00| 17.40000 1740.00| 20.00000 2000.00 NO 2 STONE | | | 0024 207-08263 21373.000 SYS | 5.00000 106865.00| 4.70000 100453.10| 5.60000 119688.80 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 5541.000 SYS | 12.50000 69262.50| 7.20000 39895.20| 6.40000 35462.40 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 5130.000 CYS | 32.00000 164160.00| 12.50000 64125.00| 24.50000 125685.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 213-09269 81.000 CYS | 115.00000 9315.00| 75.00000 6075.00| 74.00000 5994.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0028 301-07448 3092.000 TON | 20.00000 61840.00| 17.50000 54110.00| 30.56000 94491.52 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 302-07455 87.000 CYS | 40.00000 3480.00| 34.20000 2975.40| 44.68000 3887.16 DENSE GRADED SUBBASE | | | 0030 303-07662 27.000 TON | 225.00000 6075.00| 130.00000 3510.00| 413.21000 11156.67 STONE , INDIANA GRANITE (10"-18") | | | 0031 303-07662 58.000 TON | 195.00000 11310.00| 109.00000 6322.00| 395.13000 22917.54 STONE , INDIANA GRANITE (4"-9") | | | 0032 304-07489 38.000 TON | 110.00000 4180.00| 107.00000 4066.00| 96.82000 3679.16 HMA PATCHING, TYPE A | | | 0033 306-08043 807.000 SYS | 15.00000 12105.00| 4.33000 3494.31| 13.17000 10628.19 MILLING, TRANSITION | | | 0034 401-07334 1379.000 TON | 75.00000 103425.00| 75.00000 103425.00| 91.81000 126605.99 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0035 401-07403 2190.000 TON | 64.00000 140160.00| 64.00000 140160.00| 70.15000 153628.50 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07408 3490.000 TON | 53.00000 184970.00| 53.00000 184970.00| 61.10000 213239.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0037 401-07424 2917.000 TON | 59.00000 172103.00| 59.00000 172103.00| 60.47000 176390.99 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0038 402-07432 335.000 TON | 82.00000 27470.00| 82.00000 27470.00| 99.70000 33399.50 HMA SURFACE, TYPE A | | | 0039 402-07435 556.000 TON | 66.00000 36696.00| 66.00000 36696.00| 75.33000 41883.48 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -4 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07453 415.000 TON | 99.00000 41085.00| 74.00000 30710.00| 141.33000 58651.95 HMA FOR TEMPORARY PAVEMENT | | | 0041 406-05520 14.200 TON | 600.00000 8520.00| 600.00000 8520.00| 564.20000 8011.64 ASPHALT FOR TACK COAT | | | 0042 502-08202 454.000 SYS | 56.00000 25424.00| 60.00000 27240.00| 68.47000 31085.38 PCCP, 10.5 IN | | | 0043 503-05240 290.000 LFT | 12.00000 3480.00| 15.00000 4350.00| 24.87000 7212.30 D-1 CONTRACTION JOINT | | | 0044 601-95344 284.000 LFT | 132.00000 37488.00| 132.00000 37488.00| 132.00000 37488.00 HANDRAIL, PEDESTRIAN | | | 0045 603-08663 2.000 EACH | 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 FENCE GATE, CHAIN LINK, BLACK COATED | | | VINYL, 48 IN 48 IN. X 16 FT. , X 16 FT | | | 0046 603-98225 556.000 LFT | 15.00000 8340.00| 15.00000 8340.00| 15.00000 8340.00 FENCE, CHAIN LINK, BLACK VINYL COAT, 48 | | | IN | | | 0047 604-07894 249.000 SYS | 105.00000 26145.00| 90.00000 22410.00| 184.33000 45898.17 CURB RAMP, CONCRETE, A | | | 0048 604-07896 200.000 SYS | 80.00000 16000.00| 95.00000 19000.00| 203.56000 40712.00 CURB RAMP, CONCRETE, B , MODIFIED | | | 0049 604-07897 42.000 SYS | 325.00000 13650.00| 105.00000 4410.00| 205.43000 8628.06 CURB RAMP, CONCRETE, C | | | 0050 604-07898 9.000 SYS | 185.00000 1665.00| 95.00000 855.00| 192.40000 1731.60 CURB RAMP, CONCRETE, D | | | 0051 604-07903 17.000 SYS | 110.00000 1870.00| 105.00000 1785.00| 186.33000 3167.61 CURB RAMP, CONCRETE, K | | | 0052 604-07904 115.000 SYS | 75.00000 8625.00| 90.00000 10350.00| 184.57000 21225.55 CURB RAMP, CONCRETE, L | | | 0053 604-44251 8.000 CYS | 950.00000 7600.00| 750.00000 6000.00| 702.04000 5616.32 STEPS, CONCRETE | | | 0054 604-90256 5154.000 SYS | 34.50000 177813.00| 33.00000 170082.00| 42.27000 217859.58 SIDEWALK, CONCRETE, 6 IN | | | 0055 605-06100 464.000 LFT | 11.00000 5104.00| 14.00000 6496.00| 21.62000 10031.68 CURB, INTEGRAL, C, CONCRETE | | | 0056 605-06120 6434.000 LFT | 14.00000 90076.00| 14.00000 90076.00| 16.18000 104102.12 CURB, CONCRETE | | | 0057 605-06145 658.000 LFT | 18.50000 12173.00| 15.00000 9870.00| 23.63000 15548.54 CURB AND GUTTER, B, CONCRETE | | | 0058 605-06155 6705.000 LFT | 16.50000 110632.50| 15.00000 100575.00| 16.04000 107548.20 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0059 605-06255 45.000 SYS | 200.00000 9000.00| 75.00000 3375.00| 81.60000 3672.00 CENTER CURB, D, CONCRETE , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -5 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 605-06255 306.000 SYS | 135.00000 41310.00| 148.50000 45441.00| 148.83000 45541.98 CENTER CURB, D, CONCRETE , MODIFIED, | | | DECORATIVE | | | 0061 610-07486 321.000 TON | 90.00000 28890.00| 90.00000 28890.00| 113.62000 36472.02 HMA FOR APPROACHES, TYPE A | | | 0062 610-07487 101.000 TON | 100.00000 10100.00| 100.00000 10100.00| 99.45000 10044.45 HMA FOR APPROACHES, TYPE B | | | 0063 615-06505 12.000 EACH | 600.00000 7200.00| 570.00000 6840.00| 570.00000 6840.00 MONUMENT, B | | | 0064 615-06530 1.000 EACH | 900.00000 900.00| 900.00000 900.00| 900.00000 900.00 BENCH MARK POST | | | 0065 616-02320 226.000 SYS | 1.15000 259.90| 2.40000 542.40| 12.12000 2739.12 GEOTEXTILES | | | 0066 621-01004 6.000 EACH | 375.00000 2250.00| 375.00000 2250.00| 750.00000 4500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02318 8.750 LBS | 104.00000 910.00| 104.00000 910.00| 97.10000 849.63 SEED MIXTURE, PRAIRIE GRASS , NGW1 | | | 0068 621-02770 3020.000 SYS | 1.50000 4530.00| 1.58000 4771.60| 1.50000 4530.00 EROSION CONTROL BLANKET , STRAW BLANKET | | | 0069 621-06567 32.500 kGAL | 1.00000 32.50| 1.00000 32.50| 1.00000 32.50 WATER | | | 0070 621-06570 3334.000 CYS | 36.00000 120024.00| 12.60000 42008.40| 17.00000 56678.00 TOPSOIL | | | 0071 621-06570 300.000 CYS | 58.00000 17400.00| 32.10000 9630.00| 94.99000 28497.00 TOPSOIL , BIOENGINEERED | | | 0072 621-06575 8817.000 SYS | 2.55000 22483.35| 2.55000 22483.35| 4.13000 36414.21 SODDING, NURSERY | | | 0073 621-09398 9.000 LBS | 100.00000 900.00| 100.00000 900.00| 66.00000 594.00 SEED MIXTURE, SLOPE STABILIZATION , NGW | | | 0074 621-98038 54.000 CYS | 63.00000 3402.00| 63.00000 3402.00| 102.00000 5508.00 MULCH, HARDWOOD SHREDDED BARK | | | 0075 622-04990 3741.000 LFT | 0.86000 3217.26| 0.86000 3217.26| 0.44000 1646.04 LANDSCAPE EDGING , SPADE EDGE | | | 0076 622-05640 339.000 EACH | 42.00000 14238.00| 42.00000 14238.00| 44.50000 15085.50 PLANT, DECIDUOUS SHRUB, 24 TO 36 IN | | | 0077 622-05653 1.000 EACH | 325.00000 325.00| 325.00000 325.00| 190.00000 190.00 PLANT, GROUND COVER , FLAT | | | 0078 622-05654 5076.000 EACH | 3.20000 16243.20| 3.20000 16243.20| 4.45000 22588.20 PLANT, PERENNIAL , 2 in., PLUG | | | 0079 622-05654 312.000 EACH | 16.00000 4992.00| 16.00000 4992.00| 15.65000 4882.80 PLANT, PERENNIAL , ORNAMENTAL GRASS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -6 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 622-52436 4.000 EACH | 40.00000 160.00| 23.00000 92.00| 35.00000 140.00 SIGN, DO NOT MOW OR SPRAY | | | 0081 628-09402 18.000 MOS | 2400.00000 43200.00| 1490.00000 26820.00| 1936.20000 34851.60 FIELD OFFICE, B | | | 0082 702-05696 1000.000 SFT | 16.00000 16000.00| 16.50000 16500.00| 15.28000 15280.00 WATERPROOFING , HOT ASPHALT | | | 0083 702-05696 1000.000 SFT | 10.00000 10000.00| 13.50000 13500.00| 13.68000 13680.00 WATERPROOFING , URETHANE | | | 0084 702-08150 8.000 EACH | 1250.00000 10000.00| 1237.50000 9900.00| 1565.00000 12520.00 PIER , HELICAL | | | 0085 702-51863 326.000 EACH | 11.00000 3586.00| 15.00000 4890.00| 30.68000 10001.68 FIELD DRILLED HOLE IN CONCRETE | | | 0086 702-90915 1.500 CYS | 1200.00000 1800.00| 1000.00000 1500.00| 1010.00000 1515.00 CONCRETE, CLASS A | | | 0087 703-06029 8335.000 LBS | 1.05000 8751.75| 1.20000 10002.00| 1.00000 8335.00 REINFORCING BARS, EPOXY COATED | | | 0088 704-51002 41.300 CYS | 5400.00000 223020.00| 1500.00000 61950.00| 1444.22000 59646.29 CONCRETE, C, SUPERSTRUCTURE | | | 0089 709-51821 LUMP | 1200.00000 1200.00| 1200.00000 1200.00| 1650.00000 1650.00 SURFACE SEAL | | | 0090 710-09158 100.000 SFT | 205.00000 20500.00| 190.00000 19000.00| 281.82000 28182.00 PATCHING CONCRETE STRUCTURES | | | 0091 711-06055 1.000 EACH | 8800.00000 8800.00| 10000.00000 10000.00| 8261.00000 8261.00 COVER PLATE AND FRAME, TUNNEL, ACCESS | | | 0092 711-51070 2.000 EACH | 3300.00000 6600.00| 5000.00000 10000.00| 7000.00000 14000.00 ANCHOR PLATE, AP 1 | | | 0093 711-92500 12.000 EACH | 28.00000 336.00| 30.00000 360.00| 450.00000 5400.00 ANCHOR ROD | | | 0094 713-51820 LUMP | 7600.00000 7600.00| 2000.00000 2000.00| 149104.00000 149104.00 TEMPORARY SUPPORT | | | 0095 715-05151 2360.000 LFT | 28.50000 67260.00| 30.90000 72924.00| 35.00000 82600.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0096 715-05152 522.000 LFT | 30.00000 15660.00| 27.20000 14198.40| 38.00000 19836.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0097 715-05154 274.000 LFT | 42.00000 11508.00| 48.40000 13261.60| 52.00000 14248.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0098 715-05156 285.000 LFT | 55.00000 15675.00| 65.10000 18553.50| 90.00000 25650.00 PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0099 715-05415 529.000 LFT | 160.00000 84640.00| 195.00000 103155.00| 115.00000 60835.00 PIPE, SANITARY SEWER, 24 IN , SDR 26 PV | | | 0100 715-07794 6.000 EACH | 5500.00000 33000.00| 5400.00000 32400.00| 2800.00000 16800.00 WATER MAIN CONNECTIONS , SERVICE | | | CONNECTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -7 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 715-08282 205.000 TON | 65.00000 13325.00| 65.00000 13325.00| 143.66000 29450.30 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0102 715-08305 28.000 TON | 59.00000 1652.00| 59.00000 1652.00| 145.89000 4084.92 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0103 715-09064 529.000 LFT | 3.25000 1719.25| 4.50000 2380.50| 1.00000 529.00 VIDEO INSPECTION FOR PIPE | | | 0104 715-46005 4.000 EACH | 480.00000 1920.00| 518.00000 2072.00| 585.00000 2340.00 PIPE END SECTION, 15 IN , CONCRETE | | | 0105 715-46010 1.000 EACH | 650.00000 650.00| 558.00000 558.00| 700.00000 700.00 PIPE END SECTION, 18 IN , CONCRETE | | | 0106 715-91738 211.000 LFT | 65.00000 13715.00| 39.10000 8250.10| 37.00000 7807.00 WATER MAIN, DUCTILE IRON, 6 IN | | | 0107 715-92544 2599.000 LFT | 70.00000 181930.00| 72.41000 188193.59| 59.00000 153341.00 WATER MAIN, DUCTILE IRON, 12 IN | | | 0108 715-97122 98.000 LFT | 69.00000 6762.00| 18.80000 1842.40| 28.00000 2744.00 PIPE, PVC, 2 IN , IRRIGATION SERVICE | | | LINE | | | 0109 716-07634 92.000 LFT | 525.00000 48300.00| 385.00000 35420.00| 1050.00000 96600.00 PIPE INSTALLATION, TRENCHLESS, 30 IN | | | 0110 720-03194 3.000 EACH | 10750.00000 32250.00| 10000.00000 30000.00| 15613.00000 46839.00 MANHOLE , ELECTRICAL, | | | 6'-0"X12'-0"X7'-0", | | | 0111 720-03194 1.000 EACH | 8250.00000 8250.00| 7500.00000 7500.00| 13355.00000 13355.00 MANHOLE ,TELECOM, 5'-0"X10'-0"X7'-0", | | | SECTIONAL, | | | 0112 720-44000 12.000 EACH | 350.00000 4200.00| 405.00000 4860.00| 695.00000 8340.00 CASTING, ADJUST TO GRADE | | | 0113 720-44000 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| 207.00000 828.00 CASTING, ADJUST TO GRADE , ELECTRICAL | | | 0114 720-44025 1.000 EACH | 550.00000 550.00| 610.00000 610.00| 960.00000 960.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0115 720-45030 1.000 EACH | 1650.00000 1650.00| 1040.00000 1040.00| 1350.00000 1350.00 INLET, E7 | | | 0116 720-45035 1.000 EACH | 1850.00000 1850.00| 1220.00000 1220.00| 1400.00000 1400.00 INLET, F7 | | | 0117 720-45040 1.000 EACH | 3350.00000 3350.00| 2670.00000 2670.00| 3300.00000 3300.00 INLET, G7 , MODIFIED | | | 0118 720-45045 19.000 EACH | 1950.00000 37050.00| 1290.00000 24510.00| 1500.00000 28500.00 INLET, J10 | | | 0119 720-45045 3.000 EACH | 2050.00000 6150.00| 1470.00000 4410.00| 1500.00000 4500.00 INLET, J10 , MODIFIED | | | 0120 720-45055 14.000 EACH | 1950.00000 27300.00| 1310.00000 18340.00| 2000.00000 28000.00 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -8 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 720-45055 20.000 EACH | 2000.00000 40000.00| 1440.00000 28800.00| 2100.00000 42000.00 INLET, M10 , MODIFIED | | | 0122 720-45075 1.000 EACH | 2550.00000 2550.00| 2080.00000 2080.00| 2200.00000 2200.00 INLET, R13 , MODIFIED | | | 0123 720-45410 14.000 EACH | 2450.00000 34300.00| 2120.00000 29680.00| 1900.00000 26600.00 MANHOLE, C4 | | | 0124 720-45410 2.000 EACH | 7800.00000 15600.00| 12000.00000 24000.00| 6500.00000 13000.00 MANHOLE, C4 , SANITARY | | | 0125 720-95422 1.000 EACH | 11550.00000 11550.00| 13000.00000 13000.00| 8000.00000 8000.00 MANHOLE, J4 , SANITARY | | | 0126 720-96999 6.000 EACH | 4350.00000 26100.00| 3880.00000 23280.00| 4000.00000 24000.00 FIRE HYDRANT ASSEMBLY | | | 0127 732-02433 14.000 EACH | 2500.00000 35000.00| 2400.00000 33600.00| 2100.00000 29400.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0128 732-02531 3.000 EACH | 1050.00000 3150.00| 859.00000 2577.00| 955.00000 2865.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0129 732-02874 6.000 EACH | 650.00000 3900.00| 475.00000 2850.00| 485.00000 2910.00 CURB STOP AND BOX , 2 IN | | | 0130 732-04837 9.000 EACH | 40.00000 360.00| 360.00000 3240.00| 511.00000 4599.00 PLUG , DUCT | | | 0131 732-04837 6.000 EACH | 450.00000 2700.00| 450.00000 2700.00| 71.00000 426.00 PLUG ,DEADBREAK CONNECTING, | | | INSTALLATION ONLY | | | 0132 732-06655 24.000 EACH | 285.00000 6840.00| 285.00000 6840.00| 95.00000 2280.00 ADAPTER ,KIT, METALLIC SHIELD, | | | INSTALLATION ONLY | | | 0133 732-08419 270.000 SYS | 43.00000 11610.00| 46.00000 12420.00| 62.82000 16961.40 MODULAR BLOCK WALL | | | 0134 732-08420 164.000 SYS | 55.00000 9020.00| 51.00000 8364.00| 81.80000 13415.20 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0135 732-08421 434.000 SYS | 120.00000 52080.00| 74.20000 32202.80| 136.78000 59362.52 MODULAR BLOCK WALL ERECTION | | | 0136 801-03290 2.000 EACH | 335.00000 670.00| 335.00000 670.00| 175.00000 350.00 CONSTRUCTION SIGN, C | | | 0137 801-06203 8444.000 LFT | 0.15000 1266.60| 0.20000 1688.80| 0.17000 1435.48 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0138 801-06207 12548.000 LFT | 0.80000 10038.40| 0.88000 11042.24| 0.90000 11293.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -9 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 801-06640 25.000 EACH | 299.00000 7475.00| 299.00000 7475.00| 165.00000 4125.00 CONSTRUCTION SIGN, A | | | 0140 801-06645 10.000 EACH | 105.00000 1050.00| 105.00000 1050.00| 55.00000 550.00 CONSTRUCTION SIGN, B | | | 0141 801-06775 LUMP | 56000.00000 56000.00| 250000.00000 250000.00| 219890.05000 219890.05 MAINTAINING TRAFFIC | | | 0142 801-07119 90.000 LFT | 8.55000 769.50| 8.55000 769.50| 13.00000 1170.00 BARRICADE, III-B | | | 0143 801-08401 136.000 LFT | 27.00000 3672.00| 35.00000 4760.00| 69.07000 9393.52 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0144 802-05701 28.000 LFT | 10.00000 280.00| 22.00000 616.00| 6.50000 182.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0145 802-09838 310.000 SFT | 16.00000 4960.00| 24.00000 7440.00| 18.00000 5580.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0146 802-09840 131.000 SFT | 20.00000 2620.00| 25.00000 3275.00| 19.00000 2489.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0147 802-97428 615.000 LFT | 16.00000 9840.00| 26.50000 16297.50| 5.20000 3198.00 SIGN POST, TUBULAR | | | 0148 805-01844 757.000 LFT | 13.50000 10219.50| 15.50000 11733.50| 16.91000 12800.87 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0149 805-04969 18.000 EACH | 600.00000 10800.00| 600.00000 10800.00| 745.00000 13410.00 SPLICE , 500KCMIL, INSTALLATION ONLY | | | 0150 805-04972 250.000 LFT | 8.00000 2000.00| 8.00000 2000.00| 11.31000 2827.50 RACEWAY , 2" PVC SCHEDULE 40, TC-6 | | | 0151 805-04982 4500.000 LFT | 7.40000 33300.00| 7.40000 33300.00| 6.43000 28935.00 CABLE , #4/0 COPPER GROUND | | | 0152 805-04982 12480.000 LFT | 2.75000 34320.00| 2.75000 34320.00| 4.15000 51792.00 CABLE , 500KCMIL, 15KV, 133% EPR, | | | INSTALLATION | | | 0153 805-09932 6.000 EACH | 465.00000 2790.00| 465.00000 2790.00| 115.00000 690.00 DEADBREAK , ELBOW, 500 KCMIL, | | | INSTALLATION ONLY | | | 0154 805-09933 410.000 LFT | 100.00000 41000.00| 75.00000 30750.00| 129.00000 52890.00 DUCTBANK , 2 X 3, 4 IN C | | | 0155 805-09933 240.000 LFT | 130.00000 31200.00| 100.00000 24000.00| 170.00000 40800.00 DUCTBANK , 3 X 3, 4 IN C | | | 0156 805-09933 40.000 LFT | 130.00000 5200.00| 65.00000 2600.00| 126.00000 5040.00 DUCTBANK , ELECTRICAL, 2 X 2, 5 IN C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -10 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 805-09933 850.000 LFT | 112.00000 95200.00| 95.00000 80750.00| 178.00000 151300.00 DUCTBANK , ELECTRICAL, 2 X 4, 5 IN C | | | 0158 805-86890 4474.000 LFT | 0.90000 4026.60| 0.75000 3355.50| 0.73000 3266.02 CABLE POLE CIRCUIT THWH, NO 10 COPPER | | | STRANDED | | | 0159 805-90737 4.000 EACH | 925.00000 3700.00| 925.00000 3700.00| 3686.00000 14744.00 TELEPHONE SERVICE , ETS PHONE RELOCATIO | | | 0160 807-02191 3.000 EACH | 835.00000 2505.00| 767.00000 2301.00| 1525.00000 4575.00 HANDHOLE, LIGHTING | | | 0161 807-02603 2.000 EACH | 475.00000 950.00| 1181.00000 2362.00| 1535.00000 3070.00 LIGHT STANDARD, RELOCATE | | | 0162 807-02603 1.000 EACH | 500.00000 500.00| 1181.00000 1181.00| 2403.00000 2403.00 LIGHT STANDARD, RELOCATE , ACCENT | | | 0163 807-02934 63.000 EACH | 850.00000 53550.00| 783.00000 49329.00| 1133.00000 71379.00 LIGHTING FOUNDATION CONCRETE WITH | | | GROUNDING , 36IN X 36IN X 96IN | | | 0164 807-03934 16.000 EACH | 145.00000 2320.00| 277.00000 4432.00| 422.00000 6752.00 LIGHT STRUCTURE, REMOVE | | | 0165 807-04654 15.000 EACH | 1700.00000 25500.00| 1473.00000 22095.00| 1434.00000 21510.00 LIGHT POLE , ORNAMENTAL, 30 FT. EMH | | | DOUBLE MAST ARM | | | 0166 807-04654 61.000 EACH | 1500.00000 91500.00| 1425.00000 86925.00| 1253.00000 76433.00 LIGHT POLE , ORNAMENTAL, 30 FT. EMH | | | SINGLE MAST ARM | | | 0167 807-04866 61.000 EACH | 945.00000 57645.00| 985.00000 60085.00| 1405.00000 85705.00 LUMINAIRE , 140 WATT | | | 0168 807-04866 15.000 EACH | 900.00000 13500.00| 974.00000 14610.00| 927.00000 13905.00 LUMINAIRE , 80 WATT | | | 0169 807-07580 6420.000 LFT | 9.00000 57780.00| 9.50000 60990.00| 8.38000 53799.60 WIRE #4 COPPER PLASTIC DUCT IN TRENCH 4 | | | 1/C | | | 0170 807-86805 2.000 EACH | 5000.00000 10000.00| 2909.00000 5818.00| 3237.00000 6474.00 SERVICE POINT, I | | | 0171 807-86910 63.000 EACH | 32.00000 2016.00| 47.50000 2992.50| 48.00000 3024.00 CONNECTOR KIT, UNFUSED | | | 0172 807-86915 63.000 EACH | 33.00000 2079.00| 44.50000 2803.50| 40.00000 2520.00 CONNECTOR KIT, FUSED | | | 0173 807-86920 155.000 EACH | 20.00000 3100.00| 25.50000 3952.50| 23.00000 3565.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0174 807-86925 12.000 EACH | 20.00000 240.00| 34.50000 414.00| 25.00000 300.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -11 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 807-86930 136.000 EACH | 18.00000 2448.00| 22.50000 3060.00| 15.00000 2040.00 INSULATION LINK, NON-WATERPROOFED | | | 0176 807-86935 18.000 EACH | 18.00000 324.00| 31.50000 567.00| 56.00000 1008.00 INSULATION LINK, WATERPROOFED | | | 0177 807-97237 757.000 LFT | 9.00000 6813.00| 9.50000 7191.50| 6.08000 4602.56 WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0178 808-03442 20.000 EACH | 48.00000 960.00| 48.00000 960.00| 75.00000 1500.00 PAVEMENT MESSAGE MARKING, PAINT, BIKE | | | SYMBOL | | | 0179 808-06711 14.000 LFT | 3.00000 42.00| 3.00000 42.00| 1.00000 14.00 LINE, PAINT, BROKEN, WHITE, 4 IN | | | 0180 808-06712 290.000 LFT | 0.40000 116.00| 0.37000 107.30| 1.00000 290.00 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0181 808-06713 988.000 LFT | 0.40000 395.20| 0.37000 365.56| 1.00000 988.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0182 808-06714 615.000 LFT | 0.40000 246.00| 0.37000 227.55| 1.00000 615.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0183 808-06716 450.000 LFT | 0.85000 382.50| 0.88000 396.00| 1.00000 450.00 LINE, REMOVE | | | 0184 808-10032 80.000 LFT | 3.00000 240.00| 3.00000 240.00| 2.25000 180.00 LINE, MULTI-COMP, DOTTED, WHITE, 8 IN. | | | 0185 808-10033 402.000 LFT | 0.35000 140.70| 0.35000 140.70| 0.60000 241.20 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0186 808-10034 4591.000 LFT | 0.35000 1606.85| 0.35000 1606.85| 0.60000 2754.60 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0187 808-10037 242.000 LFT | 0.70000 169.40| 0.67000 162.14| 2.25000 544.50 LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | | 0188 808-10042 98.000 LFT | 3.90000 382.20| 3.99000 391.02| 4.00000 392.00 TRANSVERSE MKG MULTI-COMP SOLID YELLOW | | | CROSSHATCH LINE, 12" | | | 0189 808-10051 146.000 LFT | 8.00000 1168.00| 7.98000 1165.08| 7.90000 1153.40 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0190 808-10056 189.000 LFT | 2.00000 378.00| 2.00000 378.00| 2.15000 406.35 TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0191 808-10058 1394.000 LFT | 0.70000 975.80| 0.67000 933.98| 2.25000 3136.50 LINE, MULTI-COMP, SOLID, YELLOW, 8 IN | | | 0192 808-10077 6.000 EACH | 115.00000 690.00| 113.00000 678.00| 225.00000 1350.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 251 -12 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -31290-A COUNTIES : TIPPECANOE LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0193 808-10097 30.000 LFT | 9.00000 270.00| 8.55000 256.50| 8.00000 240.00 TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | YIELD, WHITE, 27 IN. | | | 0194 808-10099 1648.000 LFT | 8.00000 13184.00| 7.98000 13151.04| 7.90000 13019.20 TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | CROSSWALK, WHITE, 24 IN. | | | 0195 808-75015 36.000 LFT | 3.25000 117.00| 3.25000 117.00| 2.00000 72.00 LINE, PAINT, SOLID, WHITE, 12 IN , STOP | | | LINE | | | 0196 808-75998 40.000 EACH | 47.00000 1880.00| 46.55000 1862.00| 64.80000 2592.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0197 605-09131 280.000 LFT | 9.00000 2520.00| 22.00000 6160.00| 132.51000 37102.80 CURB AND GUTTER TURNOUT CONCRETE | | | 0198 714-09726 5.000 SFT | 315.00000 1575.00| 76.60000 383.00| 500.00000 2500.00 HEADWALL | | | 0199 715-92537 8.000 LFT | 52.00000 416.00| 10.80000 86.40| 135.00000 1080.00 PIPE, PVC, 8 IN , SDR 26 | | | 0200 720-08660 1.000 EACH | 7200.00000 7200.00| 3920.00000 3920.00| 9500.00000 9500.00 MANHOLE, J5, MODIFIED , DROP | | | 0201 202-08192 200.000 GAL | 6.50000 1300.00| 6.50000 1300.00| 6.50000 1300.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0202 706-01268 52.000 LFT | 175.00000 9100.00| 220.00000 11440.00| 175.00000 9100.00 HANDRAIL, ALUMINUM , STEPS | | | 0203 802-99058 16.000 EACH | 45.00000 720.00| 120.00000 1920.00| 100.00000 1600.00 SIGN SHEET, INSTALL | | | 0204 604-07894 84.000 SYS | 105.00000 8820.00| 110.00000 9240.00| 199.52000 16759.68 CURB RAMP, CONCRETE, A , MODIFIED | | | 0205 211-09266 767.000 CYS | 21.00000 16107.00| 34.04000 26108.68| 25.58000 19619.86 STRUCTURAL BACKFILL, TYPE 3 | | | 0206 808-09381 LUMP | 100.00000 100.00| 0.01000 0.01| 1200.00000 1200.00 RETRO-REFLECTIVITY TESTING | | | 0207 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | SECTION TOTALS | $ 4,856,831.03| $ 5,047,553.12| $ 5,659,539.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,856,831.03| $ 5,047,553.12| $ 5,659,539.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 261 -1 VENDOR RANKING CALL ORDER : 261 CONTRACT ID : R -31761-A COUNTIES : DEARBORN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BIKE/PEDESTRIAN FACILITIES COMPLETION DATE : 11/18/11 LOCATION : ON LESKO PARK TRAIL IN AURORA PROJECT(S) : 0710986 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 932,817.00 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,153,392.79 123.6462% 3 35-1636776 LINKEL COMPANY $ 1,665,804.00 178.5778% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 261 -2 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31761-A COUNTIES : DEARBORN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 31-1323837 |( 3 ) 35-1636776 |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 8470.00000 8470.00| 9500.00000 9500.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 60.00000 600.00| 125.00000 1250.00| 200.00000 2000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 46000.00000 46000.00| 55875.00000 55875.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 9300.00000 9300.00| 80000.00000 80000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0012 202-02278 450.000 LFT | 7.00000 3150.00| 5.00000 2250.00| 5.00000 2250.00 CURB, CONCRETE, REMOVE | | | 0013 202-03000 LUMP | 5700.00000 5700.00| 8000.00000 8000.00| 40000.00000 40000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 1 | | | 0014 202-06542 1.000 EACH | 800.00000 800.00| 500.00000 500.00| 2500.00000 2500.00 RELOCATE , PILLAR | | | 0015 202-07846 6.000 EACH | 300.00000 1800.00| 3300.00000 19800.00| 1000.00000 6000.00 TREE , REMOVE AND RESET | | | 0016 202-52710 9.900 SYS | 40.00000 396.00| 45.00000 445.50| 100.00000 990.00 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 1.000 EACH | 400.00000 400.00| 455.00000 455.00| 500.00000 500.00 INLET, REMOVE | | | 0018 202-94747 16.000 EACH | 50.00000 800.00| 45.00000 720.00| 100.00000 1600.00 POST, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 261 -3 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31761-A COUNTIES : DEARBORN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 31-1323837 |( 3 ) 35-1636776 |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 620.000 CYS | 58.00000 35960.00| 37.00000 22940.00| 25.00000 15500.00 EXCAVATION, COMMON | | | 0020 205-06933 1.000 EACH | 100.00000 100.00| 150.00000 150.00| 250.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 4170.000 LFT | 0.90000 3753.00| 1.80000 7506.00| 2.00000 8340.00 TEMPORARY SILT FENCE | | | 0022 207-08267 5810.000 SYS | 11.00000 63910.00| 16.75000 97317.50| 9.00000 52290.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 210-03827 1.000 EACH | 1800.00000 1800.00| 1200.00000 1200.00| 2500.00000 2500.00 FOUNTAIN, DRINKING , RELOCATE | | | 0024 210-05758 LUMP | 150000.00000 150000.00| 152000.00000 152000.00| 175000.00000 175000.00 BUILDING , RESTROOM | | | 0025 211-02050 1.000 CYS | 387.00000 387.00| 50.00000 50.00| 100.00000 100.00 B BORROW | | | 0026 211-09264 80.000 CYS | 47.00000 3760.00| 22.00000 1760.00| 50.00000 4000.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 301-07448 1440.000 TON | 24.00000 34560.00| 30.75000 44280.00| 30.00000 43200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-93714 1.000 EACH | 400.00000 400.00| 350.00000 350.00| 250.00000 250.00 BOULDER , RELOCATE | | | 0029 304-07492 1260.000 TON | 50.00000 63000.00| 66.50000 83790.00| 160.00000 201600.00 WIDENING WITH HMA, TYPE A | | | 0030 402-07432 400.000 TON | 75.00000 30000.00| 85.00000 34000.00| 150.00000 60000.00 HMA SURFACE, TYPE A | | | 0031 402-07435 630.000 TON | 83.00000 52290.00| 75.00000 47250.00| 150.00000 94500.00 HMA INTERMEDIATE, TYPE A | | | 0032 406-05520 5.000 TON | 450.00000 2250.00| 284.00000 1420.00| 500.00000 2500.00 ASPHALT FOR TACK COAT | | | 0033 601-03464 2.000 EACH | 135.00000 270.00| 140.00000 280.00| 150.00000 300.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0034 601-06037 2.000 EACH | 800.00000 1600.00| 830.00000 1660.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, I | | | 0035 601-99105 891.000 LFT | 22.00000 19602.00| 24.00000 21384.00| 30.00000 26730.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0036 604-07569 11.000 SYS | 445.00000 4895.00| 575.00000 6325.00| 100.00000 1100.00 PAVERS , CONCRETE | | | 0037 604-07894 40.000 SYS | 137.50000 5500.00| 290.00000 11600.00| 130.00000 5200.00 CURB RAMP, CONCRETE, A | | | 0038 604-07901 10.000 SYS | 137.50000 1375.00| 325.00000 3250.00| 130.00000 1300.00 CURB RAMP, CONCRETE, G | | | 0039 604-91531 380.000 SYS | 35.00000 13300.00| 119.00000 45220.00| 50.00000 19000.00 SIDEWALK, CONCRETE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 261 -4 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31761-A COUNTIES : DEARBORN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 31-1323837 |( 3 ) 35-1636776 |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 605-06120 800.000 LFT | 21.00000 16800.00| 39.00000 31200.00| 22.00000 17600.00 CURB, CONCRETE | | | 0041 605-06120 340.000 LFT | 21.00000 7140.00| 42.00000 14280.00| 22.00000 7480.00 CURB, CONCRETE , PLAYGROUND | | | 0042 616-02320 530.000 SYS | 2.00000 1060.00| 0.65000 344.50| 2.00000 1060.00 GEOTEXTILES | | | 0043 616-05689 50.000 TON | 38.00000 1900.00| 30.00000 1500.00| 50.00000 2500.00 RIPRAP, CLASS 2 | | | 0044 621-06559 73600.000 SYS | 0.32000 23552.00| 0.32000 23552.00| 0.50000 36800.00 MULCHED SEEDING, R | | | 0045 621-06567 294.000 kGAL | 0.01000 2.94| 0.01000 2.94| 10.00000 2940.00 WATER | | | 0046 621-98038 83.000 CYS | 40.00000 3320.00| 41.35000 3432.05| 75.00000 6225.00 MULCH, HARDWOOD SHREDDED BARK | | | 0047 622-04648 2.000 EACH | 1200.00000 2400.00| 2900.00000 5800.00| 1100.00000 2200.00 TREE GRATE | | | 0048 622-05650 15.000 EACH | 195.00000 2925.00| 200.00000 3000.00| 350.00000 5250.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN Acer Rubrum, "Red | | | Maple" | | | 0049 622-05650 12.000 EACH | 195.00000 2340.00| 200.00000 2400.00| 350.00000 4200.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN Cercis canadensis, | | | "Eastern Redbud" | | | 0050 622-05650 6.000 EACH | 195.00000 1170.00| 200.00000 1200.00| 350.00000 2100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN Cornus florida, | | | "Flowering Dogwood" | | | 0051 622-05650 10.000 EACH | 195.00000 1950.00| 200.00000 2000.00| 350.00000 3500.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN Gleditsia Triacanthos | | | Bar. Inermis, | | | 0052 622-05650 8.000 EACH | 195.00000 1560.00| 200.00000 1600.00| 350.00000 2800.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN Liriodendron | | | Tulipifera, "Tulip Tree" | | | 0053 622-05650 8.000 EACH | 195.00000 1560.00| 200.00000 1600.00| 350.00000 2800.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN Nyssa Sylvatica, | | | "Black Tupelo" | | | 0054 622-05650 5.000 EACH | 195.00000 975.00| 200.00000 1000.00| 350.00000 1750.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN Platanus occidentalis, | | | "American | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 261 -5 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31761-A COUNTIES : DEARBORN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 31-1323837 |( 3 ) 35-1636776 |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 622-05650 6.000 EACH | 195.00000 1170.00| 200.00000 1200.00| 350.00000 2100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN Sassafras albidum, | | | "Sassafras" | | | 0056 628-09402 10.000 MOS | 1600.00000 16000.00| 1600.00000 16000.00| 2000.00000 20000.00 FIELD OFFICE, B | | | 0057 702-90915 1.000 CYS | 1073.00000 1073.00| 550.00000 550.00| 500.00000 500.00 CONCRETE, CLASS A | | | 0058 715-02181 26.000 LFT | 68.00000 1768.00| 205.00000 5330.00| 100.00000 2600.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0059 715-04611 1.000 EACH | 389.00000 389.00| 270.00000 270.00| 380.00000 380.00 SAFETY METAL END SECTION, 4:1, 12 IN | | | 0060 715-05048 160.000 LFT | 12.00000 1920.00| 9.75000 1560.00| 4.00000 640.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0061 715-05149 130.000 LFT | 26.00000 3380.00| 50.00000 6500.00| 30.00000 3900.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0062 715-46000 2.000 EACH | 323.00000 646.00| 632.00000 1264.00| 380.00000 760.00 PIPE END SECTION, 12 IN | | | 0063 715-97692 1.000 EACH | 6275.00000 6275.00| 5800.00000 5800.00| 3000.00000 3000.00 GRATED BOX END SECTION, I, 4:1, 36 IN | | | 0064 718-06529 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 400.00000 800.00 OUTLET PROTECTOR, 2 | | | 0065 718-52610 7.000 CYS | 47.00000 329.00| 30.00000 210.00| 40.00000 280.00 AGGREGATE FOR UNDERDRAINS | | | 0066 718-99153 94.000 SYS | 2.00000 188.00| 0.70000 65.80| 2.00000 188.00 GEOTEXTILES FOR UNDERDRAIN | | | 0067 720-07301 1.000 EACH | 2300.00000 2300.00| 4200.00000 4200.00| 2000.00000 2000.00 INLET, TYPE HA MODIFIED | | | 0068 720-44000 3.000 EACH | 425.00000 1275.00| 300.00000 900.00| 500.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0069 720-45130 1.000 EACH | 1848.00000 1848.00| 3500.00000 3500.00| 1200.00000 1200.00 INLET, E7, MODIFIED | | | 0070 720-45410 1.000 EACH | 3000.00000 3000.00| 3800.00000 3800.00| 2100.00000 2100.00 MANHOLE, C4 | | | 0071 720-91742 1.000 EACH | 1387.00000 1387.00| 1000.00000 1000.00| 2500.00000 2500.00 FIRE HYDRANT , YARD | | | 0072 732-94780 1.000 EACH | 780.00000 780.00| 3500.00000 3500.00| 2500.00000 2500.00 WATER SERVICE CONNECTION 1 IN. | | | 0073 732-94780 1.000 EACH | 935.00000 935.00| 12000.00000 12000.00| 3500.00000 3500.00 WATER SERVICE CONNECTION 2.5 IN. | | | 0074 801-03290 4.000 EACH | 275.00000 1100.00| 270.00000 1080.00| 300.00000 1200.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 261 -6 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31761-A COUNTIES : DEARBORN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 31-1323837 |( 3 ) 35-1636776 |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 801-03291 2.000 EACH | 132.00000 264.00| 130.00000 260.00| 150.00000 300.00 CONSTRUCTION SIGN, D | | | 0076 801-06640 4.000 EACH | 275.00000 1100.00| 270.00000 1080.00| 300.00000 1200.00 CONSTRUCTION SIGN, A | | | 0077 801-06775 LUMP | 21622.06000 21622.06| 3200.00000 3200.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0078 801-07118 8.000 LFT | 40.00000 320.00| 41.00000 328.00| 40.00000 320.00 BARRICADE, III-A | | | 0079 802-03896 3.000 EACH | 800.00000 2400.00| 1800.00000 5400.00| 1500.00000 4500.00 BOLLARD , REMOVABLE | | | 0080 802-05701 60.000 LFT | 17.00000 1020.00| 17.50000 1050.00| 22.00000 1320.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0081 802-09838 30.000 SFT | 24.00000 720.00| 24.00000 720.00| 26.00000 780.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0082 805-04980 1.000 EACH | 3100.00000 3100.00| 3200.00000 3200.00| 5000.00000 5000.00 FLASHING BEACON , REMOVE AND RESET | | | 0083 807-02191 10.000 EACH | 740.00000 7400.00| 730.00000 7300.00| 800.00000 8000.00 HANDHOLE, LIGHTING | | | 0084 807-02560 LUMP | 188000.00000 188000.00| 176000.00000 176000.00| 250000.00000 250000.00 ELECTRICAL WORK | | | 0085 807-03899 11.000 EACH | 539.00000 5929.00| 885.00000 9735.00| 700.00000 7700.00 CONCRETE FOUNDATION WITH GROUNDING, 20 | | | IN. X 20 IN. X 48 IN. | | | 0086 807-04779 2.000 EACH | 4000.00000 8000.00| 4800.00000 9600.00| 1200.00000 2400.00 CONCRETE FOUNDATION WITH GROUNDING 35' | | | Flagpole | | | 0087 807-04779 1.000 EACH | 5200.00000 5200.00| 6200.00000 6200.00| 1500.00000 1500.00 CONCRETE FOUNDATION WITH GROUNDING 40' | | | Flagpole | | | 0088 807-86925 63.000 EACH | 10.00000 630.00| 11.00000 693.00| 25.00000 1575.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0089 808-06713 530.000 LFT | 0.50000 265.00| 0.54000 286.20| 1.00000 530.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0090 808-06714 4250.000 LFT | 0.30000 1275.00| 0.29000 1232.50| 1.00000 4250.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0091 808-06726 40.000 LFT | 2.00000 80.00| 2.13000 85.20| 3.00000 120.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | 0092 808-09314 80.000 LFT | 1.00000 80.00| 1.12000 89.60| 1.50000 120.00 LINE, PAINT, SOLID, BLUE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 261 -7 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -31761-A COUNTIES : DEARBORN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 31-1323837 |( 3 ) 35-1636776 |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 808-10094 170.000 LFT | 20.00000 3400.00| 7.00000 1190.00| 20.00000 3400.00 TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | CROSSWALK, 12 IN. | | | 0094 808-97222 2.000 EACH | 80.00000 160.00| 84.00000 168.00| 90.00000 180.00 PAVEMENT MESSAGE MARKING, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 932,817.00| $ 1,153,392.79| $ 1,665,804.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 932,817.00| $ 1,153,392.79| $ 1,665,804.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 265 -1 VENDOR RANKING CALL ORDER : 265 CONTRACT ID : R -32732-A COUNTIES : MARSHALL LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : PIPE LINING COMPLETION DATE : 05/28/11 LOCATION : ON US 30, 1.10 MILES WEST OF SR 17 AND 0.19 MILE PROJECT(S) : 0400531 WEST OF SR 331 0400533 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 373,286.00 100.0000% 2 35-2097364 INDIANA RELINE INC $ 392,348.70 105.1067% 3 35-1817574 YARDBERRY LANDSCAPE $ 436,691.00 116.9856% 4 35-1526557 MIDWEST MOLE INC $ 450,207.00 120.6065% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 265 -2 TABULATION OF BIDS CALL ORDER : 265 CONTRACT ID : R -32732-A COUNTIES : MARSHALL LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-2097364 |( 3 ) 35-1817574 |TEMPLE & TEMPLE EXCAVATING & |INDIANA RELINE INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 3600.00000 3600.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 60.00000 120.00| 100.00000 200.00| 350.00000 700.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 45.00000 270.00| 100.00000 600.00| 150.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 18500.00000 18500.00| 2500.00000 2500.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 1650.00000 1650.00| 1500.00000 1500.00| 6900.00000 6900.00 CLEARING AND GRUBBING | | | 0012 628-09402 3.000 MOS | 1800.00000 5400.00| 2500.00000 7500.00| 1000.00000 3000.00 FIELD OFFICE, B | | | 0013 725-06863 81.000 LFT | 315.00000 25515.00| 338.00000 27378.00| 510.00000 41310.00 PIPE LINER, THERMOPLASTIC, AREA 11.6 SF | | | 0014 725-06864 285.000 LFT | 725.00000 206625.00| 799.42000 227834.70| 803.00000 228855.00 PIPE LINER, THERMOPLASTIC, 96 IN | | | 0015 725-06876 200.000 LFT | 505.00000 101000.00| 569.15000 113830.00| 651.00000 130200.00 PIPE LINER, THERMOPLASTIC, 72 IN | | | 0016 801-03290 4.000 EACH | 90.00000 360.00| 75.00000 300.00| 250.00000 1000.00 CONSTRUCTION SIGN, C | | | 0017 801-06640 8.000 EACH | 80.00000 640.00| 75.00000 600.00| 250.00000 2000.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 9500.00000 9500.00| 7200.00000 7200.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0019 804-06771 2.000 EACH | 25.00000 50.00| 100.00000 200.00| 80.00000 160.00 DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 265 -3 TABULATION OF BIDS CALL ORDER : 265 CONTRACT ID : R -32732-A COUNTIES : MARSHALL LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-2097364 |( 3 ) 35-1817574 |TEMPLE & TEMPLE EXCAVATING & |INDIANA RELINE INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 804-06771 2.000 EACH | 25.00000 50.00| 100.00000 200.00| 80.00000 160.00 DELINEATOR POST, FLEXIBLE , GREY | | | SECTION TOTALS | $ 373,286.00| $ 392,348.70| $ 436,691.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 373,286.00| $ 392,348.70| $ 436,691.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 265 -4 TABULATION OF BIDS CALL ORDER : 265 CONTRACT ID : R -32732-A COUNTIES : MARSHALL LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1526557 |( ) |( ) |MIDWEST MOLE INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 2500.00000 2500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 100.00000 600.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 12500.00000 12500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 20000.00000 20000.00| | CLEARING AND GRUBBING | | | 0012 628-09402 3.000 MOS | 1500.00000 4500.00| | FIELD OFFICE, B | | | 0013 725-06863 81.000 LFT | 575.00000 46575.00| | PIPE LINER, THERMOPLASTIC, AREA 11.6 SF | | | 0014 725-06864 285.000 LFT | 790.00000 225150.00| | PIPE LINER, THERMOPLASTIC, 96 IN | | | 0015 725-06876 200.000 LFT | 675.00000 135000.00| | PIPE LINER, THERMOPLASTIC, 72 IN | | | 0016 801-03290 4.000 EACH | 165.00000 660.00| | CONSTRUCTION SIGN, C | | | 0017 801-06640 8.000 EACH | 149.50000 1196.00| | CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | 0019 804-06771 2.000 EACH | 80.00000 160.00| | DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 265 -5 TABULATION OF BIDS CALL ORDER : 265 CONTRACT ID : R -32732-A COUNTIES : MARSHALL LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1526557 |( ) |( ) |MIDWEST MOLE INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 804-06771 2.000 EACH | 80.00000 160.00| | DELINEATOR POST, FLEXIBLE , GREY | | | SECTION TOTALS | $ 450,207.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 450,207.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -1 VENDOR RANKING CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 11/01/12 LOCATION : ON VARIOUS ROADS THROUGHOUT MADISON COUNTY PROJECT(S) : 9948068 9948067 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 6,297,000.00 100.0000% 2 35-1698047 GRADEX INC $ 6,467,032.09 102.7002% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,504,200.00 103.2905% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 7,046,898.00 111.9088% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -2 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 46100.00000 46100.00| 65000.00000 65000.00| 55425.00000 55425.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 50.00000 200.00| 150.00000 600.00| 100.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 96.000 MOS | 50.00000 4800.00| 100.00000 9600.00| 100.00000 9600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 260219.29000 260219.29| 323000.00000 323000.00| 276968.96000 276968.96 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 69600.00000 69600.00| 102500.00000 102500.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 650.000 SYS | 20.60000 13390.00| 15.00000 9750.00| 20.60000 13390.00 PAVEMENT REMOVAL | | | 0015 202-02271 2.000 EACH | 480.00000 960.00| 500.00000 1000.00| 480.00000 960.00 HEADWALL, REMOVE | | | 0016 202-02273 139.000 SYS | 21.15000 2939.85| 28.00000 3892.00| 21.15000 2939.85 CENTER CURB, CONCRETE, REMOVE | | | 0017 202-02278 352.000 LFT | 6.45000 2270.40| 6.00000 2112.00| 6.45000 2270.40 CURB, CONCRETE, REMOVE | | | 0018 202-03000 LUMP | 10675.00000 10675.00| 9950.00000 9950.00| 9950.00000 9950.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -3 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 16400.00000 16400.00| 9950.00000 9950.00| 9950.00000 9950.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 6 | | | 0020 202-03000 LUMP | 10200.00000 10200.00| 9950.00000 9950.00| 9950.00000 9950.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 7 | | | 0021 202-03000 LUMP | 13141.00000 13141.00| 9950.00000 9950.00| 9950.00000 9950.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 8 | | | 0022 202-91385 1.000 EACH | 640.00000 640.00| 450.00000 450.00| 640.00000 640.00 INLET, REMOVE | | | 0023 202-93047 3.000 EACH | 785.00000 2355.00| 600.00000 1800.00| 785.00000 2355.00 MANHOLE, REMOVE | | | 0024 202-96133 827.000 LFT | 16.00000 13232.00| 15.00000 12405.00| 16.00000 13232.00 PIPE, REMOVE | | | 0025 202-99187 882.000 LFT | 4.40000 3880.80| 2.00000 1764.00| 2.00000 1764.00 FENCE, FARM FIELD, REMOVE | | | 0026 203-02000 40154.000 CYS | 7.90000 317216.60| 11.00000 441694.00| 8.30000 333278.20 EXCAVATION, COMMON | | | 0027 203-02100 5830.000 CYS | 4.95000 28858.50| 9.00000 52470.00| 4.95000 28858.50 EXCAVATION, PEAT | | | 0028 203-09036 5830.000 CYS | 41.15000 239904.50| 27.50000 160325.00| 41.15000 239904.50 LIGHTWEIGHT AGGREGATE | | | 0029 205-03371 200.000 CYS | 6.70000 1340.00| 28.00000 5600.00| 6.70000 1340.00 SEDIMENT, REMOVE | | | 0030 205-06931 116.000 TON | 28.60000 3317.60| 26.00000 3016.00| 28.60000 3317.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0031 205-06933 14.000 EACH | 95.00000 1330.00| 85.00000 1190.00| 85.00000 1190.00 TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06937 27716.000 LFT | 1.60000 44345.60| 1.00000 27716.00| 1.00000 27716.00 TEMPORARY SILT FENCE | | | 0033 205-09543 200.000 TON | 14.60000 2920.00| 16.00000 3200.00| 14.60000 2920.00 NO 2 STONE | | | 0034 207-08267 2855.000 SYS | 5.30000 15131.50| 7.50000 21412.50| 5.30000 15131.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0035 207-08268 67521.000 SYS | 9.28000 626594.88| 9.15000 617817.15| 9.28000 626594.88 SUBGRADE TREATMENT, TYPE IV | | | 0036 211-02050 8993.000 CYS | 16.92000 152161.56| 15.10000 135794.30| 16.92000 152161.56 B BORROW | | | 0037 211-09264 13014.000 CYS | 14.30000 186100.20| 14.80000 192607.20| 14.30000 186100.20 STRUCTURAL BACKFILL, TYPE 1 | | | 0038 214-07203 4375.000 SYS | 4.40000 19250.00| 3.00000 13125.00| 4.40000 19250.00 GEOGRID, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -4 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 215-07043 26965.000 SYS | 4.55000 122690.75| 3.90000 105163.50| 4.55000 122690.75 CHEMICAL MODIFICATION, SOILS | | | 0040 301-07448 458.000 TON | 21.16000 9691.28| 20.00000 9160.00| 25.00000 11450.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 303-01180 550.000 TON | 20.90000 11495.00| 20.00000 11000.00| 20.90000 11495.00 COMPACTED AGGREGATE, NO. 53 TEMPORARY | | | FOR DRIVEWAYS | | | 0042 303-07449 33.000 TON | 110.24000 3637.92| 25.00000 825.00| 65.00000 2145.00 COMPACTED AGGREGATE, NO. 73 | | | 0044 304-07493 283.000 TON | 87.14000 24660.62| 82.00000 23206.00| 85.00000 24055.00 WIDENING WITH HMA, TYPE B | | | 0045 306-08034 1140.000 SYS | 7.00000 7980.00| 3.35000 3819.00| 5.00000 5700.00 MILLING, ASPHALT, 1 1/2 IN | | | 0046 401-07322 4391.000 TON | 58.00000 254678.00| 59.00000 259069.00| 64.00000 281024.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0047 401-07392 7148.000 TON | 43.00000 307364.00| 44.00000 314512.00| 46.50000 332382.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0048 401-07408 10490.000 TON | 41.00000 430090.00| 42.00000 440580.00| 44.00000 461560.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0049 401-07424 9830.000 TON | 41.00000 403030.00| 42.00000 412860.00| 46.50000 457095.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0050 401-07429 9664.000 TON | 45.00000 434880.00| 46.00000 444544.00| 46.50000 449376.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0051 402-07432 115.000 TON | 74.00000 8510.00| 74.00000 8510.00| 75.00000 8625.00 HMA SURFACE, TYPE A | | | 0052 402-07440 343.000 TON | 49.00000 16807.00| 49.00000 16807.00| 52.00000 17836.00 HMA BASE, TYPE A | | | 0053 406-05520 59.000 TON | 450.00000 26550.00| 450.00000 26550.00| 500.00000 29500.00 ASPHALT FOR TACK COAT | | | 0054 503-03489 342.000 EACH | 10.00000 3420.00| 10.00000 3420.00| 20.00000 6840.00 RETROFITTED TIE BARS | | | 0055 506-06333 258.000 SYS | 55.21000 14244.18| 50.00000 12900.00| 100.00000 25800.00 PCCP PATCHING, FULL DEPTH | | | 0056 603-06040 398.000 LFT | 12.50000 4975.00| 12.50000 4975.00| 12.50000 4975.00 FENCE, FARM FIELD, 47 IN | | | 0057 605-06140 21743.000 LFT | 10.00000 217430.00| 10.00000 217430.00| 10.00000 217430.00 CURB AND GUTTER, CONCRETE | | | 0058 605-06235 196.000 LFT | 88.00000 17248.00| 88.00000 17248.00| 83.00000 16268.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0059 610-07487 1047.000 TON | 91.59000 95894.73| 84.00000 87948.00| 83.00000 86901.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -5 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 610-08446 1235.000 SYS | 40.75000 50326.25| 36.00000 44460.00| 49.00000 60515.00 PCCP FOR APPROACHES, 6 IN | | | 0061 610-09108 1270.000 SYS | 49.29000 62598.30| 44.00000 55880.00| 55.00000 69850.00 PCCP FOR APPROACHES, 9 IN | | | 0062 611-06497 21.000 EACH | 130.00000 2730.00| 130.00000 2730.00| 130.00000 2730.00 MAILBOX ASSEMBLY, SINGLE | | | 0063 615-06505 39.000 EACH | 475.00000 18525.00| 475.00000 18525.00| 475.00000 18525.00 MONUMENT, B | | | 0064 615-06527 1.000 EACH | 375.00000 375.00| 375.00000 375.00| 375.00000 375.00 MONUMENT, SECTION CORNER | | | 0065 616-02320 777.000 SYS | 1.00000 777.00| 2.00000 1554.00| 1.00000 777.00 GEOTEXTILES | | | 0066 616-06405 416.000 TON | 27.80000 11564.80| 26.00000 10816.00| 27.80000 11564.80 RIPRAP, REVETMENT | | | 0067 621-01004 6.000 EACH | 300.00000 1800.00| 375.00000 2250.00| 375.00000 2250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-06545 8.000 TON | 425.00000 3400.00| 590.00000 4720.00| 590.00000 4720.00 FERTILIZER | | | 0069 621-06554 2231.000 LBS | 4.60000 10262.60| 5.76000 12850.56| 5.76000 12850.56 SEED MIXTURE, U | | | 0070 621-06557 1279.000 LBS | 2.73000 3491.67| 2.08000 2660.32| 2.08000 2660.32 SEED MIXTURE, T | | | 0071 621-06565 63.500 TON | 295.00000 18732.50| 200.00000 12700.00| 200.00000 12700.00 MULCHING MATERIAL | | | 0072 621-06567 26.200 kGAL | 1.00000 26.20| 1.00000 26.20| 1.00000 26.20 WATER | | | 0073 621-06575 7202.000 SYS | 2.47000 17788.94| 2.52000 18149.04| 2.52000 18149.04 SODDING, NURSERY | | | 0074 628-09402 24.000 MOS | 2105.69000 50536.56| 1800.00000 43200.00| 2500.00000 60000.00 FIELD OFFICE, B | | | 0075 702-51863 342.000 EACH | 15.00000 5130.00| 15.00000 5130.00| 10.00000 3420.00 FIELD DRILLED HOLE IN CONCRETE IN | | | CONCRETE | | | 0076 715-05024 601.000 LFT | 99.45000 59769.45| 70.00000 42070.00| 99.47000 59781.47 PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0077 715-05048 24730.000 LFT | 1.70000 42041.00| 2.60000 64298.00| 1.70000 42041.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0078 715-05049 200.000 LFT | 12.70000 2540.00| 9.00000 1800.00| 12.70000 2540.00 PIPE, TYPE 4, CIRCULAR, 8 IN | | | 0079 715-05051 200.000 LFT | 14.00000 2800.00| 11.00000 2200.00| 14.00000 2800.00 PIPE, TYPE 4, CIRCULAR, 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -6 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 715-05052 200.000 LFT | 28.10000 5620.00| 13.00000 2600.00| 28.10000 5620.00 PIPE, TYPE 4, CIRCULAR, 12 IN | | | 0081 715-05149 334.000 LFT | 25.00000 8350.00| 26.00000 8684.00| 25.00000 8350.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0082 715-05151 4309.000 LFT | 27.25000 117420.25| 30.00000 129270.00| 27.25000 117420.25 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0083 715-05152 2552.000 LFT | 30.20000 77070.40| 32.00000 81664.00| 30.24000 77172.48 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0084 715-05154 4331.000 LFT | 42.75000 185150.25| 41.00000 177571.00| 42.68000 184847.08 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0085 715-05156 1350.000 LFT | 49.44000 66744.00| 52.00000 70200.00| 49.39000 66676.50 PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0086 715-05161 1989.000 LFT | 96.00000 190944.00| 92.00000 182988.00| 96.00000 190944.00 PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0087 715-05169 60.000 LFT | 28.25000 1695.00| 41.00000 2460.00| 28.25000 1695.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0088 715-05361 70.000 LFT | 35.00000 2450.00| 42.00000 2940.00| 35.00000 2450.00 PIPE, TYPE 3, DEFORMED, MIN AREA 1.1 SF | | | 0089 715-06004 1.000 EACH | 2035.00000 2035.00| 1900.00000 1900.00| 2035.00000 2035.00 CONCRETE ANCHOR, 48 IN | | | 0090 715-07667 2.000 EACH | 1575.00000 3150.00| 1700.00000 3400.00| 1575.00000 3150.00 CONCRETE ANCHOR, 36 IN. | | | 0091 715-08283 65.000 SYS | 70.00000 4550.00| 70.00000 4550.00| 150.00000 9750.00 PCCP FOR STRUCTURE INSTALLATION | | | 0092 715-09064 15310.000 LFT | 1.10000 16841.00| 1.00000 15310.00| 0.85000 13013.50 VIDEO INSPECTION FOR PIPE | | | 0093 715-46005 10.000 EACH | 935.00000 9350.00| 550.00000 5500.00| 935.00000 9350.00 PIPE END SECTION, 15 IN | | | 0094 715-46010 6.000 EACH | 980.00000 5880.00| 600.00000 3600.00| 980.00000 5880.00 PIPE END SECTION, 18 IN | | | 0096 715-46045 4.000 EACH | 785.00000 3140.00| 700.00000 2800.00| 785.00000 3140.00 PIPE END SECTION, MIN AREA 1.1 SF | | | 0097 718-06531 2.000 EACH | 640.00000 1280.00| 300.00000 600.00| 640.00000 1280.00 OUTLET PROTECTOR, 3 | | | 0098 718-06532 6000.000 LFT | 0.85000 5100.00| 1.00000 6000.00| 0.65000 3900.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0099 718-52610 2237.000 CYS | 28.35000 63418.95| 25.00000 55925.00| 28.35000 63418.95 AGGREGATE FOR UNDERDRAINS | | | 0100 718-99153 26438.000 SYS | 0.70000 18506.60| 0.95000 25116.10| 0.70000 18506.60 GEOTEXTILES FOR UNDERDRAIN | | | 0101 720-02442 1.000 EACH | 530.00000 530.00| 600.00000 600.00| 530.00000 530.00 PIPE, PLUG EXISTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -7 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 720-45030 13.000 EACH | 1140.00000 14820.00| 1300.00000 16900.00| 1140.00000 14820.00 INLET, E7 | | | 0103 720-45035 1.000 EACH | 1095.00000 1095.00| 1400.00000 1400.00| 1095.00000 1095.00 INLET, F7 | | | 0104 720-45265 5.000 EACH | 1015.00000 5075.00| 1300.00000 6500.00| 1015.00000 5075.00 PIPE CATCH BASIN, 15 IN | | | 0105 720-45410 59.000 EACH | 1790.00000 105610.00| 1700.00000 100300.00| 1790.00000 105610.00 MANHOLE, C4 | | | 0106 720-45431 1.000 EACH | 2590.00000 2590.00| 3500.00000 3500.00| 2590.00000 2590.00 MANHOLE, J with Beehive Casting | | | 0107 720-94612 9.000 EACH | 3740.00000 33660.00| 3600.00000 32400.00| 3740.00000 33660.00 MANHOLE, K4 | | | 0108 720-95422 9.000 EACH | 2485.00000 22365.00| 3800.00000 34200.00| 2485.00000 22365.00 MANHOLE, J4 | | | 0109 720-98174 44.000 EACH | 1870.00000 82280.00| 1900.00000 83600.00| 1870.00000 82280.00 INLET, B15 | | | 0110 720-98555 72.000 EACH | 1960.00000 141120.00| 2000.00000 144000.00| 1960.00000 141120.00 INLET, C15 | | | 0111 801-03290 4.000 EACH | 383.00000 1532.00| 245.00000 980.00| 383.00000 1532.00 CONSTRUCTION SIGN, C | | | 0112 801-04308 4.000 EACH | 585.00000 2340.00| 695.00000 2780.00| 585.00000 2340.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0113 801-06625 34.000 EACH | 89.00000 3026.00| 120.00000 4080.00| 89.00000 3026.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0114 801-06640 12.000 EACH | 321.00000 3852.00| 165.00000 1980.00| 321.00000 3852.00 CONSTRUCTION SIGN, A | | | 0115 801-06775 LUMP | 39354.77000 39354.77| 90000.00000 90000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0116 801-07119 120.000 LFT | 22.00000 2640.00| 15.00000 1800.00| 22.00000 2640.00 BARRICADE, III-B | | | 0117 802-05701 273.000 LFT | 14.50000 3958.50| 11.00000 3003.00| 14.50000 3958.50 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0118 802-05702 60.000 LFT | 14.00000 840.00| 10.00000 600.00| 14.00000 840.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0119 802-09837 24.000 SFT | 23.00000 552.00| 17.00000 408.00| 23.00000 552.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.080 IN THICKNESS | | | 0120 802-09838 156.000 SFT | 17.50000 2730.00| 11.00000 1716.00| 17.50000 2730.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -8 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 802-09840 9.000 SFT | 19.00000 171.00| 11.50000 103.50| 19.00000 171.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0122 802-09841 18.000 SFT | 24.50000 441.00| 18.00000 324.00| 24.50000 441.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.125 IN THICKNESS | | | 0123 802-09842 57.000 SFT | 20.00000 1140.00| 9.00000 513.00| 20.00000 1140.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0124 805-01815 4.000 EACH | 2126.00000 8504.00| 1800.00000 7200.00| 2126.00000 8504.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0125 805-01842 9.000 EACH | 813.00000 7317.00| 700.00000 6300.00| 813.00000 7317.00 HANDHOLE, SIGNAL | | | 0126 805-01844 1312.000 LFT | 12.20000 16006.40| 9.00000 11808.00| 13.50000 17712.00 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0127 805-09471 20.000 EACH | 365.00000 7300.00| 400.00000 8000.00| 365.00000 7300.00 SIGNAL CABLE, PREFORMED PAVE-OVER LOOP | | | 0128 805-78100 1.000 EACH | 18150.00000 18150.00| 16555.00000 16555.00| 18150.00000 18150.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0129 805-78205 7.000 EACH | 612.00000 4284.00| 575.00000 4025.00| 612.00000 4284.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0130 805-78230 4.000 EACH | 838.00000 3352.00| 775.00000 3100.00| 838.00000 3352.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0131 805-78415 4.000 EACH | 1518.00000 6072.00| 1700.00000 6800.00| 1518.00000 6072.00 SPAN, CATENARY, AND TETHER | | | 0132 805-78420 4.000 EACH | 221.00000 884.00| 225.00000 900.00| 221.00000 884.00 DISCONNECT HANGER | | | 0133 805-78445 1.000 EACH | 891.00000 891.00| 600.00000 600.00| 891.00000 891.00 SIGNAL SERVICE | | | 0134 805-78467 13.000 LFT | 2.20000 28.60| 2.75000 35.75| 2.20000 28.60 SIGNAL CABLE, 3C 8GA | | | 0135 805-78470 1101.000 LFT | 0.65000 715.65| 0.55000 605.55| 0.65000 715.65 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0136 805-78485 198.000 LFT | 1.20000 237.60| 1.65000 326.70| 1.20000 237.60 SIGNAL CABLE, 5C 14GA | | | 0137 805-78490 892.000 LFT | 1.40000 1248.80| 1.75000 1561.00| 1.40000 1248.80 SIGNAL CABLE, 7C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -9 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0138 805-78510 4008.000 LFT | 0.85000 3406.80| 0.95000 3807.60| 0.85000 3406.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0139 805-78785 9.000 EACH | 666.00000 5994.00| 600.00000 5400.00| 666.00000 5994.00 SIGNAL DETECTOR HOUSING | | | 0140 805-78795 363.000 LFT | 8.00000 2904.00| 9.00000 3267.00| 8.00000 2904.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0141 805-78925 1.000 EACH | 1075.00000 1075.00| 600.00000 600.00| 1075.00000 1075.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0142 805-81060 4.000 EACH | 4403.00000 17612.00| 4650.00000 18600.00| 4403.00000 17612.00 SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0143 805-92504 9.000 EACH | 281.00000 2529.00| 270.00000 2430.00| 281.00000 2529.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0144 808-06694 4144.000 LFT | 0.20000 828.80| 0.08000 331.52| 0.20000 828.80 LINE, PAINT, SOLID, YELLOW, 8 IN | | | 0146 808-06713 950.000 LFT | 0.60000 570.00| 0.08000 76.00| 0.60000 570.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0151 808-10033 882.000 LFT | 0.60000 529.20| 1.50000 1323.00| 0.60000 529.20 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0154 808-10052 2.000 EACH | 225.00000 450.00| 180.00000 360.00| 225.00000 450.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0155 808-75278 2655.000 LFT | 2.00000 5310.00| 1.95000 5177.25| 2.00000 5310.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0156 808-75205 2108.000 LFT | 0.50000 1054.00| 0.38000 801.04| 0.50000 1054.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0157 808-75240 2825.000 LFT | 0.40000 1130.00| 0.38000 1073.50| 0.40000 1130.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0158 808-75245 22687.000 LFT | 0.40000 9074.80| 0.38000 8621.06| 0.40000 9074.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0159 808-75320 25.000 EACH | 90.00000 2250.00| 55.00000 1375.00| 90.00000 2250.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0160 808-75325 11.000 EACH | 100.00000 1100.00| 75.00000 825.00| 100.00000 1100.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0161 808-10051 72.000 LFT | 18.00000 1296.00| 8.00000 576.00| 18.00000 1296.00 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0162 808-75297 465.000 LFT | 5.00000 2325.00| 3.95000 1836.75| 5.00000 2325.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -10 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-0918397 |E & B PAVING INC |GRADEX INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0163 808-75340 2.000 EACH | 500.00000 1000.00| 350.00000 700.00| 500.00000 1000.00 PAVEMENT MESSAGE MARKING, | | | THERMOPLASTIC, (RXR) | | | 0164 808-10077 2.000 EACH | 225.00000 450.00| 125.00000 250.00| 225.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0165 718-05435 141.000 LFT | 14.60000 2058.60| 15.00000 2115.00| 14.60000 2058.60 PIPE, UNDERDRAIN OUTLET, 4 IN. | | | 0166 605-06200 196.000 LFT | 35.00000 6860.00| 35.00000 6860.00| 40.00000 7840.00 CENTER CURB, A, CONCRETE , MODIFIED | | | 0167 715-46000 1.000 EACH | 705.00000 705.00| 525.00000 525.00| 705.00000 705.00 PIPE END SECTION, 12 IN | | | 0168 720-44296 1.000 EACH | 905.00000 905.00| 650.00000 650.00| 905.00000 905.00 CAP INLET | | | 0169 801-06710 10.000 DAY | 20.00000 200.00| 30.00000 300.00| 20.00000 200.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 6,297,000.00| $ 6,467,032.09| $ 6,504,200.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,297,000.00| $ 6,467,032.09| $ 6,504,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -11 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 105669.65000 105669.65| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 80.00000 320.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 96.000 MOS | 41.00000 3936.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 350000.00000 350000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 280000.00000 280000.00| | CLEARING RIGHT OF WAY | | | 0014 202-02240 650.000 SYS | 7.50000 4875.00| | PAVEMENT REMOVAL | | | 0015 202-02271 2.000 EACH | 200.00000 400.00| | HEADWALL, REMOVE | | | 0016 202-02273 139.000 SYS | 32.00000 4448.00| | CENTER CURB, CONCRETE, REMOVE | | | 0017 202-02278 352.000 LFT | 8.00000 2816.00| | CURB, CONCRETE, REMOVE | | | 0018 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 4 | | | 0019 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -12 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 7 | | | 0021 202-03000 LUMP | 12000.00000 12000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 8 | | | 0022 202-91385 1.000 EACH | 250.00000 250.00| | INLET, REMOVE | | | 0023 202-93047 3.000 EACH | 360.00000 1080.00| | MANHOLE, REMOVE | | | 0024 202-96133 827.000 LFT | 6.00000 4962.00| | PIPE, REMOVE | | | 0025 202-99187 882.000 LFT | 2.50000 2205.00| | FENCE, FARM FIELD, REMOVE | | | 0026 203-02000 40154.000 CYS | 13.00000 522002.00| | EXCAVATION, COMMON | | | 0027 203-02100 5830.000 CYS | 7.00000 40810.00| | EXCAVATION, PEAT | | | 0028 203-09036 5830.000 CYS | 45.00000 262350.00| | LIGHTWEIGHT AGGREGATE | | | 0029 205-03371 200.000 CYS | 10.00000 2000.00| | SEDIMENT, REMOVE | | | 0030 205-06931 116.000 TON | 35.00000 4060.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0031 205-06933 14.000 EACH | 75.00000 1050.00| | TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06937 27716.000 LFT | 1.05000 29101.80| | TEMPORARY SILT FENCE | | | 0033 205-09543 200.000 TON | 18.00000 3600.00| | NO 2 STONE | | | 0034 207-08267 2855.000 SYS | 10.75000 30691.25| | SUBGRADE TREATMENT, TYPE IIIA | | | 0035 207-08268 67521.000 SYS | 9.75000 658329.75| | SUBGRADE TREATMENT, TYPE IV | | | 0036 211-02050 8993.000 CYS | 22.00000 197846.00| | B BORROW | | | 0037 211-09264 13014.000 CYS | 22.00000 286308.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0038 214-07203 4375.000 SYS | 3.65000 15968.75| | GEOGRID, TYPE II | | | 0039 215-07043 26965.000 SYS | 4.72000 127274.80| | CHEMICAL MODIFICATION, SOILS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -13 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 301-07448 458.000 TON | 24.00000 10992.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 303-01180 550.000 TON | 30.50000 16775.00| | COMPACTED AGGREGATE, NO. 53 TEMPORARY | | | FOR DRIVEWAYS | | | 0042 303-07449 33.000 TON | 40.00000 1320.00| | COMPACTED AGGREGATE, NO. 73 | | | 0044 304-07493 283.000 TON | 67.50000 19102.50| | WIDENING WITH HMA, TYPE B | | | 0045 306-08034 1140.000 SYS | 5.75000 6555.00| | MILLING, ASPHALT, 1 1/2 IN | | | 0046 401-07322 4391.000 TON | 62.00000 272242.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0047 401-07392 7148.000 TON | 46.00000 328808.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0048 401-07408 10490.000 TON | 44.00000 461560.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0049 401-07424 9830.000 TON | 44.00000 432520.00| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0050 401-07429 9664.000 TON | 48.00000 463872.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0051 402-07432 115.000 TON | 63.00000 7245.00| | HMA SURFACE, TYPE A | | | 0052 402-07440 343.000 TON | 48.00000 16464.00| | HMA BASE, TYPE A | | | 0053 406-05520 59.000 TON | 10.00000 590.00| | ASPHALT FOR TACK COAT | | | 0054 503-03489 342.000 EACH | 3.00000 1026.00| | RETROFITTED TIE BARS | | | 0055 506-06333 258.000 SYS | 75.00000 19350.00| | PCCP PATCHING, FULL DEPTH | | | 0056 603-06040 398.000 LFT | 12.50000 4975.00| | FENCE, FARM FIELD, 47 IN | | | 0057 605-06140 21743.000 LFT | 11.00000 239173.00| | CURB AND GUTTER, CONCRETE | | | 0058 605-06235 196.000 LFT | 72.50000 14210.00| | CENTER CURB, D, CONCRETE, MODIFIED | | | 0059 610-07487 1047.000 TON | 75.00000 78525.00| | HMA FOR APPROACHES, TYPE B | | | 0060 610-08446 1235.000 SYS | 56.00000 69160.00| | PCCP FOR APPROACHES, 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -14 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 610-09108 1270.000 SYS | 62.50000 79375.00| | PCCP FOR APPROACHES, 9 IN | | | 0062 611-06497 21.000 EACH | 130.00000 2730.00| | MAILBOX ASSEMBLY, SINGLE | | | 0063 615-06505 39.000 EACH | 475.00000 18525.00| | MONUMENT, B | | | 0064 615-06527 1.000 EACH | 375.00000 375.00| | MONUMENT, SECTION CORNER | | | 0065 616-02320 777.000 SYS | 2.50000 1942.50| | GEOTEXTILES | | | 0066 616-06405 416.000 TON | 28.00000 11648.00| | RIPRAP, REVETMENT | | | 0067 621-01004 6.000 EACH | 600.00000 3600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-06545 8.000 TON | 750.00000 6000.00| | FERTILIZER | | | 0069 621-06554 2231.000 LBS | 3.00000 6693.00| | SEED MIXTURE, U | | | 0070 621-06557 1279.000 LBS | 1.50000 1918.50| | SEED MIXTURE, T | | | 0071 621-06565 63.500 TON | 275.00000 17462.50| | MULCHING MATERIAL | | | 0072 621-06567 26.200 kGAL | 20.00000 524.00| | WATER | | | 0073 621-06575 7202.000 SYS | 2.70000 19445.40| | SODDING, NURSERY | | | 0074 628-09402 24.000 MOS | 1755.00000 42120.00| | FIELD OFFICE, B | | | 0075 702-51863 342.000 EACH | 2.50000 855.00| | FIELD DRILLED HOLE IN CONCRETE IN | | | CONCRETE | | | 0076 715-05024 601.000 LFT | 55.00000 33055.00| | PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0077 715-05048 24730.000 LFT | 3.45000 85318.50| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0078 715-05049 200.000 LFT | 7.00000 1400.00| | PIPE, TYPE 4, CIRCULAR, 8 IN | | | 0079 715-05051 200.000 LFT | 8.00000 1600.00| | PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0080 715-05052 200.000 LFT | 10.00000 2000.00| | PIPE, TYPE 4, CIRCULAR, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -15 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 715-05149 334.000 LFT | 20.00000 6680.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0082 715-05151 4309.000 LFT | 20.00000 86180.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0083 715-05152 2552.000 LFT | 25.00000 63800.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0084 715-05154 4331.000 LFT | 30.00000 129930.00| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0085 715-05156 1350.000 LFT | 49.00000 66150.00| | PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0086 715-05161 1989.000 LFT | 90.00000 179010.00| | PIPE, TYPE 2, CIRCULAR, 48 IN | | | 0087 715-05169 60.000 LFT | 26.00000 1560.00| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0088 715-05361 70.000 LFT | 30.00000 2100.00| | PIPE, TYPE 3, DEFORMED, MIN AREA 1.1 SF | | | 0089 715-06004 1.000 EACH | 2200.00000 2200.00| | CONCRETE ANCHOR, 48 IN | | | 0090 715-07667 2.000 EACH | 2200.00000 4400.00| | CONCRETE ANCHOR, 36 IN. | | | 0091 715-08283 65.000 SYS | 86.50000 5622.50| | PCCP FOR STRUCTURE INSTALLATION | | | 0092 715-09064 15310.000 LFT | 0.85000 13013.50| | VIDEO INSPECTION FOR PIPE | | | 0093 715-46005 10.000 EACH | 200.00000 2000.00| | PIPE END SECTION, 15 IN | | | 0094 715-46010 6.000 EACH | 230.00000 1380.00| | PIPE END SECTION, 18 IN | | | 0096 715-46045 4.000 EACH | 250.00000 1000.00| | PIPE END SECTION, MIN AREA 1.1 SF | | | 0097 718-06531 2.000 EACH | 600.00000 1200.00| | OUTLET PROTECTOR, 3 | | | 0098 718-06532 6000.000 LFT | 0.65000 3900.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0099 718-52610 2237.000 CYS | 40.00000 89480.00| | AGGREGATE FOR UNDERDRAINS | | | 0100 718-99153 26438.000 SYS | 1.40000 37013.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0101 720-02442 1.000 EACH | 600.00000 600.00| | PIPE, PLUG EXISTING | | | 0102 720-45030 13.000 EACH | 1000.00000 13000.00| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -16 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 720-45035 1.000 EACH | 1000.00000 1000.00| | INLET, F7 | | | 0104 720-45265 5.000 EACH | 750.00000 3750.00| | PIPE CATCH BASIN, 15 IN | | | 0105 720-45410 59.000 EACH | 1900.00000 112100.00| | MANHOLE, C4 | | | 0106 720-45431 1.000 EACH | 2500.00000 2500.00| | MANHOLE, J with Beehive Casting | | | 0107 720-94612 9.000 EACH | 3950.00000 35550.00| | MANHOLE, K4 | | | 0108 720-95422 9.000 EACH | 2300.00000 20700.00| | MANHOLE, J4 | | | 0109 720-98174 44.000 EACH | 1700.00000 74800.00| | INLET, B15 | | | 0110 720-98555 72.000 EACH | 1700.00000 122400.00| | INLET, C15 | | | 0111 801-03290 4.000 EACH | 383.00000 1532.00| | CONSTRUCTION SIGN, C | | | 0112 801-04308 4.000 EACH | 585.00000 2340.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0113 801-06625 34.000 EACH | 89.00000 3026.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0114 801-06640 12.000 EACH | 321.00000 3852.00| | CONSTRUCTION SIGN, A | | | 0115 801-06775 LUMP | 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0116 801-07119 120.000 LFT | 22.00000 2640.00| | BARRICADE, III-B | | | 0117 802-05701 273.000 LFT | 11.00000 3003.00| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0118 802-05702 60.000 LFT | 10.00000 600.00| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0119 802-09837 24.000 SFT | 17.00000 408.00| | SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.080 IN THICKNESS | | | 0120 802-09838 156.000 SFT | 11.00000 1716.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0121 802-09840 9.000 SFT | 11.50000 103.50| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -17 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 802-09841 18.000 SFT | 18.00000 324.00| | SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.125 IN THICKNESS | | | 0123 802-09842 57.000 SFT | 9.00000 513.00| | SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0124 805-01815 4.000 EACH | 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0125 805-01842 9.000 EACH | 700.00000 6300.00| | HANDHOLE, SIGNAL | | | 0126 805-01844 1312.000 LFT | 9.00000 11808.00| | CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0127 805-09471 20.000 EACH | 400.00000 8000.00| | SIGNAL CABLE, PREFORMED PAVE-OVER LOOP | | | 0128 805-78100 1.000 EACH | 16555.00000 16555.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0129 805-78205 7.000 EACH | 575.00000 4025.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0130 805-78230 4.000 EACH | 775.00000 3100.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0131 805-78415 4.000 EACH | 1700.00000 6800.00| | SPAN, CATENARY, AND TETHER | | | 0132 805-78420 4.000 EACH | 225.00000 900.00| | DISCONNECT HANGER | | | 0133 805-78445 1.000 EACH | 600.00000 600.00| | SIGNAL SERVICE | | | 0134 805-78467 13.000 LFT | 2.75000 35.75| | SIGNAL CABLE, 3C 8GA | | | 0135 805-78470 1101.000 LFT | 0.55000 605.55| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0136 805-78485 198.000 LFT | 1.65000 326.70| | SIGNAL CABLE, 5C 14GA | | | 0137 805-78490 892.000 LFT | 1.75000 1561.00| | SIGNAL CABLE, 7C 14GA | | | 0138 805-78510 4008.000 LFT | 0.95000 3807.60| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0139 805-78785 9.000 EACH | 600.00000 5400.00| | SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -18 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 805-78795 363.000 LFT | 9.00000 3267.00| | SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0141 805-78925 1.000 EACH | 600.00000 600.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0142 805-81060 4.000 EACH | 4650.00000 18600.00| | SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0143 805-92504 9.000 EACH | 270.00000 2430.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0144 808-06694 4144.000 LFT | 0.20000 828.80| | LINE, PAINT, SOLID, YELLOW, 8 IN | | | 0146 808-06713 950.000 LFT | 0.60000 570.00| | LINE, PAINT, SOLID, WHITE, 4 IN | | | 0151 808-10033 882.000 LFT | 0.60000 529.20| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0154 808-10052 2.000 EACH | 225.00000 450.00| | PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0155 808-75278 2655.000 LFT | 2.00000 5310.00| | TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0156 808-75205 2108.000 LFT | 0.50000 1054.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0157 808-75240 2825.000 LFT | 0.40000 1130.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0158 808-75245 22687.000 LFT | 0.40000 9074.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0159 808-75320 25.000 EACH | 90.00000 2250.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0160 808-75325 11.000 EACH | 100.00000 1100.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0161 808-10051 72.000 LFT | 18.00000 1296.00| | TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0162 808-75297 465.000 LFT | 5.00000 2325.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0163 808-75340 2.000 EACH | 500.00000 1000.00| | PAVEMENT MESSAGE MARKING, | | | THERMOPLASTIC, (RXR) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 271 -19 TABULATION OF BIDS CALL ORDER : 271 CONTRACT ID : R -32756-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0164 808-10077 2.000 EACH | 225.00000 450.00| | PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0165 718-05435 141.000 LFT | 10.00000 1410.00| | PIPE, UNDERDRAIN OUTLET, 4 IN. | | | 0166 605-06200 196.000 LFT | 35.50000 6958.00| | CENTER CURB, A, CONCRETE , MODIFIED | | | 0167 715-46000 1.000 EACH | 250.00000 250.00| | PIPE END SECTION, 12 IN | | | 0168 720-44296 1.000 EACH | 300.00000 300.00| | CAP INLET | | | 0169 801-06710 10.000 DAY | 20.00000 200.00| | FLASHING ARROW SIGN | | | SECTION TOTALS | $ 7,046,898.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,046,898.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -1 VENDOR RANKING CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : ENHANCEMENT, BIKE/PEDESTRIAN FACILITY COMPLETION DATE : 08/01/12 LOCATION : FROM BROADWAY AVE. TO NURRENBERN ROAD PROJECT(S) : 0810392 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE INC $ 934,841.19 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS INC $ 949,647.00 101.5838% 3 35-2131982 J B I CONSTRUCTION INC $ 952,614.27 101.9012% 4 35-1582525 JERRY AIGNER CONSTRUCTION $ 969,892.54 103.7494% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 997,445.92 106.6968% 6 35-0626844 J H RUDOLPH & COMPANY $ 1,079,563.95 115.4810% 7 35-1284120 KOBERSTEIN CONTRACTING INC $ 1,104,537.83 118.1525% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -2 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2131982 |RAGLE INC |BLANKENBERGER BROTHERS INC |J B I CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 17000.00000 17000.00| 28985.00000 28985.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 125.00000 250.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 80.00000 2240.00| 75.00000 2100.00| 50.00000 1400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 46500.00000 46500.00| 46000.00000 46000.00| 30435.00000 30435.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 37000.00000 37000.00| 37947.40000 37947.40| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0012 203-02000 6136.000 CYS | 16.00000 98176.00| 16.50000 101244.00| 13.00000 79768.00 EXCAVATION, COMMON | | | 0013 204-02290 1.000 EACH | 500.00000 500.00| 750.00000 750.00| 500.00000 500.00 SETTLEMENT PLATE | | | 0014 205-03371 25.000 CYS | 7.00000 175.00| 25.00000 625.00| 20.00000 500.00 SEDIMENT, REMOVE | | | 0015 205-06930 6.000 TON | 45.00000 270.00| 75.00000 450.00| 50.00000 300.00 SPLASHPAD, RIPRAP | | | 0016 205-06931 105.000 TON | 35.00000 3675.00| 75.00000 7875.00| 50.00000 5250.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 195.000 LFT | 9.50000 1852.50| 9.50000 1852.50| 7.80000 1521.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06934 19.000 TON | 410.00000 7790.00| 410.00000 7790.00| 355.00000 6745.00 TEMPORARY MULCHING | | | 0019 205-06937 2425.000 LFT | 1.55000 3758.75| 2.00000 4850.00| 1.80000 4365.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -3 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2131982 |RAGLE INC |BLANKENBERGER BROTHERS INC |J B I CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06938 60.000 LFT | 18.00000 1080.00| 15.00000 900.00| 12.00000 720.00 TEMPORARY SLOPE DRAIN | | | 0021 205-09543 150.000 TON | 30.00000 4500.00| 20.00000 3000.00| 23.50000 3525.00 NO 2 STONE | | | 0023 211-09264 62.000 CYS | 20.00000 1240.00| 25.00000 1550.00| 33.00000 2046.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0024 211-09265 332.000 CYS | 35.00000 11620.00| 42.00000 13944.00| 38.50000 12782.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0025 211-09266 468.000 CYS | 20.00000 9360.00| 30.00000 14040.00| 32.00000 14976.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0026 211-09268 105.000 CYS | 90.00000 9450.00| 100.00000 10500.00| 65.00000 6825.00 STRUCTURAL BACKFILL, TYPE 5 | | | 0027 214-07202 178.000 SYS | 6.50000 1157.00| 5.00000 890.00| 5.00000 890.00 GEOGRID, TYPE I | | | 0028 301-07448 2849.000 TON | 26.00000 74074.00| 25.00000 71225.00| 23.00000 65527.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 150.000 TON | 30.00000 4500.00| 25.00000 3750.00| 26.00000 3900.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 303-07449 359.000 TON | 35.00000 12565.00| 30.00000 10770.00| 23.50000 8436.50 COMPACTED AGGREGATE, NO. 73 | | | 0031 402-07432 486.000 TON | 81.00000 39366.00| 81.00000 39366.00| 81.05000 39390.30 HMA SURFACE, TYPE A | | | 0032 402-07435 810.000 TON | 63.00000 51030.00| 63.00000 51030.00| 63.10000 51111.00 HMA INTERMEDIATE, TYPE A | | | 0033 406-05520 1.500 TON | 500.00000 750.00| 500.00000 750.00| 500.00000 750.00 ASPHALT FOR TACK COAT | | | 0034 601-98352 200.000 LFT | 155.00000 31000.00| 90.00000 18000.00| 200.00000 40000.00 BICYCLE RAILING , STEEL TUBE | | | 0035 601-98352 330.000 LFT | 37.60000 12408.00| 37.60000 12408.00| 38.00000 12540.00 BICYCLE RAILING , WOOD | | | 0036 602-98036 157.000 SYS | 1.50000 235.50| 1.50000 235.50| 1.19000 186.83 BARRIER MAT, WEED | | | 0037 604-91404 239.000 SYS | 65.00000 15535.00| 59.00000 14101.00| 59.00000 14101.00 SIDEWALK, CONCRETE, 5 IN , COLOR, | | | TEXTURE | | | 0038 604-91404 6.000 SYS | 105.00000 630.00| 59.25000 355.50| 59.25000 355.50 SIDEWALK, CONCRETE, 5 IN , COLOR, | | | TEXTURE, REINFORCED | | | 0039 604-91404 18.000 SYS | 70.00000 1260.00| 40.00000 720.00| 40.00000 720.00 SIDEWALK, CONCRETE, 5 IN , PLAIN, BROOM | | | FINISH | | | 0040 616-02320 2000.000 SYS | 0.75000 1500.00| 2.60000 5200.00| 2.00000 4000.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -4 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2131982 |RAGLE INC |BLANKENBERGER BROTHERS INC |J B I CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 616-05689 356.000 TON | 28.00000 9968.00| 31.00000 11036.00| 36.00000 12816.00 RIPRAP, CLASS 2 | | | 0042 616-07656 213.000 TON | 40.00000 8520.00| 34.00000 7242.00| 45.00000 9585.00 RIPRAP , UNIFORM | | | 0043 621-01004 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 1050.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-02770 1325.000 SYS | 1.10000 1457.50| 1.10000 1457.50| 0.98000 1298.50 EROSION CONTROL BLANKET | | | 0045 621-06545 1.000 TON | 525.00000 525.00| 525.00000 525.00| 665.00000 665.00 FERTILIZER | | | 0046 621-06554 625.000 LBS | 3.25000 2031.25| 3.25000 2031.25| 3.90000 2437.50 SEED MIXTURE, U | | | 0047 621-06557 1125.000 LBS | 2.00000 2250.00| 2.00000 2250.00| 2.00000 2250.00 SEED MIXTURE, T | | | 0048 621-06565 5.000 TON | 410.00000 2050.00| 410.00000 2050.00| 500.00000 2500.00 MULCHING MATERIAL | | | 0049 621-06567 21.000 kGAL | 1.00000 21.00| 1.00000 21.00| 1.00000 21.00 WATER | | | 0050 621-06575 5178.000 SYS | 5.13000 26563.14| 3.25000 16828.50| 2.68000 13877.04 SODDING, NURSERY | | | 0051 621-07642 78.000 CYS | 70.00000 5460.00| 70.00000 5460.00| 73.50000 5733.00 SOIL PREPARATION | | | 0052 621-98038 19.000 CYS | 70.00000 1330.00| 70.00000 1330.00| 58.50000 1111.50 MULCH, HARDWOOD SHREDDED BARK | | | 0053 622-05639 47.000 EACH | 30.00000 1410.00| 30.00000 1410.00| 55.00000 2585.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | | 0054 622-05650 29.000 EACH | 275.00000 7975.00| 275.00000 7975.00| 265.00000 7685.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0055 628-09402 14.000 MOS | 950.00000 13300.00| 2000.00000 28000.00| 1600.00000 22400.00 FIELD OFFICE, B | | | 0056 628-09407 14.000 MOS | 40.00000 560.00| 180.00000 2520.00| 75.00000 1050.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0057 702-90915 36.000 CYS | 175.00000 6300.00| 275.00000 9900.00| 140.00000 5040.00 CONCRETE, CLASS A | | | 0058 703-06028 3008.000 LBS | 1.00000 3008.00| 1.25000 3760.00| 1.85000 5564.80 REINFORCING BARS | | | 0059 711-03664 8.000 EACH | 900.00000 7200.00| 1800.00000 14400.00| 1495.00000 11960.00 BENCH, METAL | | | 0060 714-09726 2.000 SFT | 2000.00000 4000.00| 1650.00000 3300.00| 2000.00000 4000.00 HEADWALL , CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -5 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2131982 |RAGLE INC |BLANKENBERGER BROTHERS INC |J B I CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05118 152.000 LFT | 30.00000 4560.00| 38.00000 5776.00| 36.00000 5472.00 PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0062 715-05119 28.000 LFT | 35.00000 980.00| 54.00000 1512.00| 42.00000 1176.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0063 715-05121 57.000 LFT | 42.00000 2394.00| 56.00000 3192.00| 48.00000 2736.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0064 715-05123 46.000 LFT | 45.00000 2070.00| 60.00000 2760.00| 55.00000 2530.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0065 715-46000 12.000 EACH | 400.00000 4800.00| 275.00000 3300.00| 325.00000 3900.00 PIPE END SECTION, 12 IN | | | 0066 715-46005 2.000 EACH | 440.00000 880.00| 300.00000 600.00| 350.00000 700.00 PIPE END SECTION, 15 IN | | | 0067 715-46010 2.000 EACH | 500.00000 1000.00| 350.00000 700.00| 385.00000 770.00 PIPE END SECTION, 18 IN | | | 0068 715-46020 2.000 EACH | 700.00000 1400.00| 510.00000 1020.00| 475.00000 950.00 PIPE END SECTION, 24 IN | | | 0069 723-06920 28.000 LFT | 2900.00000 81200.00| 3277.00000 91756.00| 3205.00000 89740.00 STRUCTURE, PRECAST THREE-SIDED, 336 IN | | | X 132 IN | | | 0070 723-08608 937.000 SFT | 76.00000 71212.00| 68.00000 63716.00| 42.50000 39822.50 WINGWALL | | | 0071 732-08419 203.000 SYS | 68.00000 13804.00| 57.18000 11607.54| 46.25000 9388.75 MODULAR BLOCK WALL , SHORT WALL, | | | UNREINFORCED | | | 0072 732-08420 369.000 SYS | 75.00000 27675.00| 57.18000 21099.42| 50.00000 18450.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT , 6 IN. | | | 0073 732-08421 572.000 SYS | 80.00000 45760.00| 101.47000 58040.84| 101.50000 58058.00 MODULAR BLOCK WALL ERECTION | | | 0074 801-03290 2.000 EACH | 325.00000 650.00| 375.00000 750.00| 325.00000 650.00 CONSTRUCTION SIGN, C | | | 0075 801-06640 4.000 EACH | 275.00000 1100.00| 330.00000 1320.00| 275.00000 1100.00 CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP | 10000.00000 10000.00| 2000.00000 2000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0077 801-07119 48.000 LFT | 12.00000 576.00| 15.00000 720.00| 12.00000 576.00 BARRICADE, III-B | | | 0078 802-03896 4.000 EACH | 575.00000 2300.00| 775.00000 3100.00| 900.00000 3600.00 BOLLARD , FIXED | | | 0079 802-03896 2.000 EACH | 770.00000 1540.00| 900.00000 1800.00| 1100.00000 2200.00 BOLLARD , FIXED, HD | | | 0080 802-03896 2.000 EACH | 850.00000 1700.00| 1200.00000 2400.00| 1400.00000 2800.00 BOLLARD , REMOVABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -6 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2131982 |RAGLE INC |BLANKENBERGER BROTHERS INC |J B I CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 802-04314 2.000 EACH | 6000.00000 12000.00| 4000.00000 8000.00| 4200.00000 8400.00 SIGN , STRUCTURE, 3-POST, ANGLE | | | 0083 802-05701 175.000 LFT | 23.00000 4025.00| 15.80000 2765.00| 15.80000 2765.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0084 802-09838 53.500 SFT | 32.00000 1712.00| 17.40000 930.90| 17.40000 930.90 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0085 805-01879 1.000 EACH | 1625.00000 1625.00| 1500.00000 1500.00| 1500.00000 1500.00 SIGNAL SERVICE, INSTALL , INSTALL | | | 0086 805-02572 2.000 EACH | 550.00000 1100.00| 400.00000 800.00| 400.00000 800.00 SIGNAL SUPPORT FOUNDATION, A | | | 0087 805-78010 1.000 EACH | 1120.00000 1120.00| 1200.00000 1200.00| 1200.00000 1200.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0088 805-78190 2.000 EACH | 390.00000 780.00| 400.00000 800.00| 400.00000 800.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | | 0089 805-78480 128.000 LFT | 0.60000 76.80| 1.50000 192.00| 1.50000 192.00 SIGNAL CABLE, 3C 14GA | | | 0090 805-90005 2.000 EACH | 650.00000 1300.00| 600.00000 1200.00| 600.00000 1200.00 SIGNAL PEDESTAL, 10 FT | | | 0091 807-08214 224.000 LFT | 7.50000 1680.00| 10.00000 2240.00| 10.00000 2240.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0092 808-04767 4979.000 LFT | 0.25000 1244.75| 0.95000 4730.05| 0.95000 4730.05 LINE , PAINT, SOLID, RED, 4 IN. | | | 0093 808-10039 80.000 LFT | 3.00000 240.00| 10.00000 800.00| 10.00000 800.00 LINE, MULTI-COMP, SOLID, WHITE, 12 IN | | | 0094 808-10074 90.000 LFT | 2.25000 202.50| 3.33000 299.70| 3.33000 299.70 TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | SOLID, WHITE, CROSSWALK, 8 IN. | | | 0095 207-08266 7715.000 SYS | 2.50000 19287.50| 1.00000 7715.00| 12.50000 96437.50 SUBGRADE TREATMENT, TYPE III | | | 0096 802-09838 54.140 SFT | 100.00000 5414.00| 60.00000 3248.40| 60.00000 3248.40 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS , TRAIL, ALUMINUM, MODIFIED | | | SECTION TOTALS | $ 934,841.19| $ 949,647.00| $ 952,614.27 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 934,841.19| $ 949,647.00| $ 952,614.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -7 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1582525 |( 5 ) 35-1009310 |( 6 ) 35-0626844 |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONST |J H RUDOLPH & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 35000.00000 35000.00| 20000.00000 20000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 30.00000 60.00| 110.00000 220.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 85.00000 2380.00| 60.00000 1680.00| 60.00000 1680.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 23000.00000 23000.00| 48335.00000 48335.00| 53800.00000 53800.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 42000.00000 42000.00| 58500.00000 58500.00| 43100.00000 43100.00 CLEARING RIGHT OF WAY | | | 0012 203-02000 6136.000 CYS | 11.50000 70564.00| 15.50000 95108.00| 18.55000 113822.80 EXCAVATION, COMMON | | | 0013 204-02290 1.000 EACH | 1500.00000 1500.00| 1630.00000 1630.00| 1200.00000 1200.00 SETTLEMENT PLATE | | | 0014 205-03371 25.000 CYS | 20.00000 500.00| 37.00000 925.00| 20.00000 500.00 SEDIMENT, REMOVE | | | 0015 205-06930 6.000 TON | 50.00000 300.00| 40.00000 240.00| 50.00000 300.00 SPLASHPAD, RIPRAP | | | 0016 205-06931 105.000 TON | 50.00000 5250.00| 38.00000 3990.00| 36.00000 3780.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 195.000 LFT | 5.00000 975.00| 9.50000 1852.50| 11.00000 2145.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06934 19.000 TON | 389.00000 7391.00| 410.00000 7790.00| 335.00000 6365.00 TEMPORARY MULCHING | | | 0019 205-06937 2425.000 LFT | 2.00000 4850.00| 1.30000 3152.50| 2.00000 4850.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -8 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1582525 |( 5 ) 35-1009310 |( 6 ) 35-0626844 |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONST |J H RUDOLPH & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06938 60.000 LFT | 10.00000 600.00| 22.50000 1350.00| 15.50000 930.00 TEMPORARY SLOPE DRAIN | | | 0021 205-09543 150.000 TON | 23.00000 3450.00| 22.00000 3300.00| 28.00000 4200.00 NO 2 STONE | | | 0023 211-09264 62.000 CYS | 30.00000 1860.00| 28.00000 1736.00| 18.00000 1116.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0024 211-09265 332.000 CYS | 30.00000 9960.00| 58.00000 19256.00| 28.00000 9296.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0025 211-09266 468.000 CYS | 28.00000 13104.00| 35.00000 16380.00| 18.00000 8424.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0026 211-09268 105.000 CYS | 73.00000 7665.00| 112.00000 11760.00| 77.00000 8085.00 STRUCTURAL BACKFILL, TYPE 5 | | | 0027 214-07202 178.000 SYS | 15.00000 2670.00| 6.00000 1068.00| 4.00000 712.00 GEOGRID, TYPE I | | | 0028 301-07448 2849.000 TON | 25.00000 71225.00| 22.50000 64102.50| 22.50000 64102.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 150.000 TON | 25.00000 3750.00| 31.00000 4650.00| 49.00000 7350.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 303-07449 359.000 TON | 28.00000 10052.00| 27.75000 9962.25| 26.50000 9513.50 COMPACTED AGGREGATE, NO. 73 | | | 0031 402-07432 486.000 TON | 90.00000 43740.00| 81.00000 39366.00| 81.00000 39366.00 HMA SURFACE, TYPE A | | | 0032 402-07435 810.000 TON | 70.00000 56700.00| 63.00000 51030.00| 63.00000 51030.00 HMA INTERMEDIATE, TYPE A | | | 0033 406-05520 1.500 TON | 600.00000 900.00| 500.00000 750.00| 500.00000 750.00 ASPHALT FOR TACK COAT | | | 0034 601-98352 200.000 LFT | 170.00000 34000.00| 90.00000 18000.00| 270.00000 54000.00 BICYCLE RAILING , STEEL TUBE | | | 0035 601-98352 330.000 LFT | 42.00000 13860.00| 37.60000 12408.00| 37.60000 12408.00 BICYCLE RAILING , WOOD | | | 0036 602-98036 157.000 SYS | 2.50000 392.50| 1.50000 235.50| 3.25000 510.25 BARRIER MAT, WEED | | | 0037 604-91404 239.000 SYS | 45.00000 10755.00| 65.00000 15535.00| 67.00000 16013.00 SIDEWALK, CONCRETE, 5 IN , COLOR, | | | TEXTURE | | | 0038 604-91404 6.000 SYS | 240.00000 1440.00| 105.00000 630.00| 340.00000 2040.00 SIDEWALK, CONCRETE, 5 IN , COLOR, | | | TEXTURE, REINFORCED | | | 0039 604-91404 18.000 SYS | 35.00000 630.00| 70.00000 1260.00| 220.00000 3960.00 SIDEWALK, CONCRETE, 5 IN , PLAIN, BROOM | | | FINISH | | | 0040 616-02320 2000.000 SYS | 2.20000 4400.00| 2.40000 4800.00| 0.01000 20.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -9 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1582525 |( 5 ) 35-1009310 |( 6 ) 35-0626844 |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONST |J H RUDOLPH & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 616-05689 356.000 TON | 30.00000 10680.00| 38.00000 13528.00| 48.00000 17088.00 RIPRAP, CLASS 2 | | | 0042 616-07656 213.000 TON | 30.00000 6390.00| 37.00000 7881.00| 42.00000 8946.00 RIPRAP , UNIFORM | | | 0043 621-01004 2.000 EACH | 1000.00000 2000.00| 550.00000 1100.00| 625.00000 1250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-02770 1325.000 SYS | 1.15000 1523.75| 1.10000 1457.50| 1.50000 1987.50 EROSION CONTROL BLANKET | | | 0045 621-06545 1.000 TON | 800.00000 800.00| 525.00000 525.00| 780.00000 780.00 FERTILIZER | | | 0046 621-06554 625.000 LBS | 4.30000 2687.50| 3.25000 2031.25| 3.20000 2000.00 SEED MIXTURE, U | | | 0047 621-06557 1125.000 LBS | 2.25000 2531.25| 2.00000 2250.00| 2.40000 2700.00 SEED MIXTURE, T | | | 0048 621-06565 5.000 TON | 545.00000 2725.00| 410.00000 2050.00| 380.00000 1900.00 MULCHING MATERIAL | | | 0049 621-06567 21.000 kGAL | 1.50000 31.50| 1.00000 21.00| 20.00000 420.00 WATER | | | 0050 621-06575 5178.000 SYS | 3.00000 15534.00| 3.25000 16828.50| 4.00000 20712.00 SODDING, NURSERY | | | 0051 621-07642 78.000 CYS | 98.00000 7644.00| 70.00000 5460.00| 56.00000 4368.00 SOIL PREPARATION | | | 0052 621-98038 19.000 CYS | 65.00000 1235.00| 70.00000 1330.00| 57.00000 1083.00 MULCH, HARDWOOD SHREDDED BARK | | | 0053 622-05639 47.000 EACH | 61.00000 2867.00| 30.00000 1410.00| 44.00000 2068.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | | 0054 622-05650 29.000 EACH | 290.00000 8410.00| 275.00000 7975.00| 215.00000 6235.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0055 628-09402 14.000 MOS | 2000.00000 28000.00| 1665.00000 23310.00| 1900.00000 26600.00 FIELD OFFICE, B | | | 0056 628-09407 14.000 MOS | 300.00000 4200.00| 167.00000 2338.00| 230.00000 3220.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0057 702-90915 36.000 CYS | 66.00000 2376.00| 170.00000 6120.00| 275.00000 9900.00 CONCRETE, CLASS A | | | 0058 703-06028 3008.000 LBS | 1.50000 4512.00| 0.80000 2406.40| 1.20000 3609.60 REINFORCING BARS | | | 0059 711-03664 8.000 EACH | 1000.00000 8000.00| 1480.00000 11840.00| 1900.00000 15200.00 BENCH, METAL | | | 0060 714-09726 2.000 SFT | 1650.00000 3300.00| 515.00000 1030.00| 1000.00000 2000.00 HEADWALL , CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -10 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1582525 |( 5 ) 35-1009310 |( 6 ) 35-0626844 |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONST |J H RUDOLPH & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05118 152.000 LFT | 32.00000 4864.00| 31.00000 4712.00| 40.00000 6080.00 PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0062 715-05119 28.000 LFT | 36.00000 1008.00| 38.00000 1064.00| 50.00000 1400.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0063 715-05121 57.000 LFT | 45.00000 2565.00| 39.00000 2223.00| 56.00000 3192.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0064 715-05123 46.000 LFT | 58.00000 2668.00| 49.00000 2254.00| 52.00000 2392.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0065 715-46000 12.000 EACH | 300.00000 3600.00| 473.00000 5676.00| 400.00000 4800.00 PIPE END SECTION, 12 IN | | | 0066 715-46005 2.000 EACH | 325.00000 650.00| 484.00000 968.00| 400.00000 800.00 PIPE END SECTION, 15 IN | | | 0067 715-46010 2.000 EACH | 375.00000 750.00| 523.00000 1046.00| 450.00000 900.00 PIPE END SECTION, 18 IN | | | 0068 715-46020 2.000 EACH | 475.00000 950.00| 896.00000 1792.00| 650.00000 1300.00 PIPE END SECTION, 24 IN | | | 0069 723-06920 28.000 LFT | 4360.00000 122080.00| 3790.00000 106120.00| 5100.00000 142800.00 STRUCTURE, PRECAST THREE-SIDED, 336 IN | | | X 132 IN | | | 0070 723-08608 937.000 SFT | 28.00000 26236.00| 85.00000 79645.00| 52.00000 48724.00 WINGWALL | | | 0071 732-08419 203.000 SYS | 57.00000 11571.00| 57.18000 11607.54| 55.00000 11165.00 MODULAR BLOCK WALL , SHORT WALL, | | | UNREINFORCED | | | 0072 732-08420 369.000 SYS | 59.00000 21771.00| 57.18000 21099.42| 53.00000 19557.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT , 6 IN. | | | 0073 732-08421 572.000 SYS | 104.00000 59488.00| 111.00000 63492.00| 135.00000 77220.00 MODULAR BLOCK WALL ERECTION | | | 0074 801-03290 2.000 EACH | 375.00000 750.00| 325.00000 650.00| 355.00000 710.00 CONSTRUCTION SIGN, C | | | 0075 801-06640 4.000 EACH | 316.00000 1264.00| 275.00000 1100.00| 310.00000 1240.00 CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP | 1500.00000 1500.00| 5915.00000 5915.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0077 801-07119 48.000 LFT | 14.00000 672.00| 12.00000 576.00| 13.20000 633.60 BARRICADE, III-B | | | 0078 802-03896 4.000 EACH | 900.00000 3600.00| 1000.00000 4000.00| 900.00000 3600.00 BOLLARD , FIXED | | | 0079 802-03896 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| 1100.00000 2200.00 BOLLARD , FIXED, HD | | | 0080 802-03896 2.000 EACH | 1500.00000 3000.00| 1100.00000 2200.00| 1250.00000 2500.00 BOLLARD , REMOVABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -11 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1582525 |( 5 ) 35-1009310 |( 6 ) 35-0626844 |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONST |J H RUDOLPH & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 802-04314 2.000 EACH | 4618.00000 9236.00| 4460.00000 8920.00| 4200.00000 8400.00 SIGN , STRUCTURE, 3-POST, ANGLE | | | 0083 802-05701 175.000 LFT | 17.50000 3062.50| 20.00000 3500.00| 15.80000 2765.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0084 802-09838 53.500 SFT | 19.16000 1025.06| 18.00000 963.00| 17.50000 936.25 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0085 805-01879 1.000 EACH | 1700.00000 1700.00| 5895.00000 5895.00| 1500.00000 1500.00 SIGNAL SERVICE, INSTALL , INSTALL | | | 0086 805-02572 2.000 EACH | 450.00000 900.00| 977.00000 1954.00| 400.00000 800.00 SIGNAL SUPPORT FOUNDATION, A | | | 0087 805-78010 1.000 EACH | 1330.00000 1330.00| 1967.00000 1967.00| 1200.00000 1200.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0088 805-78190 2.000 EACH | 450.00000 900.00| 380.00000 760.00| 400.00000 800.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | | 0089 805-78480 128.000 LFT | 1.70000 217.60| 17.50000 2240.00| 1.50000 192.00 SIGNAL CABLE, 3C 14GA | | | 0090 805-90005 2.000 EACH | 670.00000 1340.00| 495.00000 990.00| 600.00000 1200.00 SIGNAL PEDESTAL, 10 FT | | | 0091 807-08214 224.000 LFT | 11.50000 2576.00| 7.20000 1612.80| 10.00000 2240.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0092 808-04767 4979.000 LFT | 0.50000 2489.50| 0.95000 4730.05| 0.95000 4730.05 LINE , PAINT, SOLID, RED, 4 IN. | | | 0093 808-10039 80.000 LFT | 3.50000 280.00| 10.00000 800.00| 10.00000 800.00 LINE, MULTI-COMP, SOLID, WHITE, 12 IN | | | 0094 808-10074 90.000 LFT | 3.00000 270.00| 3.50000 315.00| 3.35000 301.50 TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | SOLID, WHITE, CROSSWALK, 8 IN. | | | 0095 207-08266 7715.000 SYS | 9.00000 69435.00| 1.05000 8100.75| 5.00000 38575.00 SUBGRADE TREATMENT, TYPE III | | | 0096 802-09838 54.140 SFT | 67.00000 3627.38| 89.00000 4818.46| 60.00000 3248.40 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS , TRAIL, ALUMINUM, MODIFIED | | | SECTION TOTALS | $ 969,892.54| $ 997,445.92| $ 1,079,563.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 969,892.54| $ 997,445.92| $ 1,079,563.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -12 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1284120 |( ) |( ) |KOBERSTEIN CONTRACTING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 26450.00000 26450.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 58.00000 116.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 40.00000 1120.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 33850.00000 33850.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 45420.00000 45420.00| | CLEARING RIGHT OF WAY | | | 0012 203-02000 6136.000 CYS | 17.40000 106766.40| | EXCAVATION, COMMON | | | 0013 204-02290 1.000 EACH | 1150.00000 1150.00| | SETTLEMENT PLATE | | | 0014 205-03371 25.000 CYS | 74.00000 1850.00| | SEDIMENT, REMOVE | | | 0015 205-06930 6.000 TON | 50.00000 300.00| | SPLASHPAD, RIPRAP | | | 0016 205-06931 105.000 TON | 51.00000 5355.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 195.000 LFT | 10.35000 2018.25| | TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06934 19.000 TON | 365.00000 6935.00| | TEMPORARY MULCHING | | | 0019 205-06937 2425.000 LFT | 1.85000 4486.25| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -13 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1284120 |( ) |( ) |KOBERSTEIN CONTRACTING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06938 60.000 LFT | 30.00000 1800.00| | TEMPORARY SLOPE DRAIN | | | 0021 205-09543 150.000 TON | 29.50000 4425.00| | NO 2 STONE | | | 0023 211-09264 62.000 CYS | 34.00000 2108.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0024 211-09265 332.000 CYS | 48.00000 15936.00| | STRUCTURAL BACKFILL, TYPE 2 | | | 0025 211-09266 468.000 CYS | 25.00000 11700.00| | STRUCTURAL BACKFILL, TYPE 3 | | | 0026 211-09268 105.000 CYS | 97.00000 10185.00| | STRUCTURAL BACKFILL, TYPE 5 | | | 0027 214-07202 178.000 SYS | 4.00000 712.00| | GEOGRID, TYPE I | | | 0028 301-07448 2849.000 TON | 28.75000 81908.75| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 150.000 TON | 34.50000 5175.00| | COMPACTED AGGREGATE, NO. 53 | | | 0030 303-07449 359.000 TON | 29.50000 10590.50| | COMPACTED AGGREGATE, NO. 73 | | | 0031 402-07432 486.000 TON | 83.50000 40581.00| | HMA SURFACE, TYPE A | | | 0032 402-07435 810.000 TON | 65.00000 52650.00| | HMA INTERMEDIATE, TYPE A | | | 0033 406-05520 1.500 TON | 515.00000 772.50| | ASPHALT FOR TACK COAT | | | 0034 601-98352 200.000 LFT | 205.00000 41000.00| | BICYCLE RAILING , STEEL TUBE | | | 0035 601-98352 330.000 LFT | 80.00000 26400.00| | BICYCLE RAILING , WOOD | | | 0036 602-98036 157.000 SYS | 1.25000 196.25| | BARRIER MAT, WEED | | | 0037 604-91404 239.000 SYS | 61.00000 14579.00| | SIDEWALK, CONCRETE, 5 IN , COLOR, | | | TEXTURE | | | 0038 604-91404 6.000 SYS | 61.00000 366.00| | SIDEWALK, CONCRETE, 5 IN , COLOR, | | | TEXTURE, REINFORCED | | | 0039 604-91404 18.000 SYS | 41.00000 738.00| | SIDEWALK, CONCRETE, 5 IN , PLAIN, BROOM | | | FINISH | | | 0040 616-02320 2000.000 SYS | 1.75000 3500.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -14 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1284120 |( ) |( ) |KOBERSTEIN CONTRACTING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 616-05689 356.000 TON | 38.00000 13528.00| | RIPRAP, CLASS 2 | | | 0042 616-07656 213.000 TON | 34.50000 7348.50| | RIPRAP , UNIFORM | | | 0043 621-01004 2.000 EACH | 1085.00000 2170.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-02770 1325.000 SYS | 1.00000 1325.00| | EROSION CONTROL BLANKET | | | 0045 621-06545 1.000 TON | 685.00000 685.00| | FERTILIZER | | | 0046 621-06554 625.000 LBS | 4.00000 2500.00| | SEED MIXTURE, U | | | 0047 621-06557 1125.000 LBS | 2.06000 2317.50| | SEED MIXTURE, T | | | 0048 621-06565 5.000 TON | 515.00000 2575.00| | MULCHING MATERIAL | | | 0049 621-06567 21.000 kGAL | 1.05000 22.05| | WATER | | | 0050 621-06575 5178.000 SYS | 2.80000 14498.40| | SODDING, NURSERY | | | 0051 621-07642 78.000 CYS | 92.00000 7176.00| | SOIL PREPARATION | | | 0052 621-98038 19.000 CYS | 61.00000 1159.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0053 622-05639 47.000 EACH | 57.00000 2679.00| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | | 0054 622-05650 29.000 EACH | 275.00000 7975.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0055 628-09402 14.000 MOS | 1790.00000 25060.00| | FIELD OFFICE, B | | | 0056 628-09407 14.000 MOS | 210.00000 2940.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0057 702-90915 36.000 CYS | 175.00000 6300.00| | CONCRETE, CLASS A | | | 0058 703-06028 3008.000 LBS | 1.00000 3008.00| | REINFORCING BARS | | | 0059 711-03664 8.000 EACH | 875.00000 7000.00| | BENCH, METAL | | | 0060 714-09726 2.000 SFT | 258.00000 516.00| | HEADWALL , CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -15 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1284120 |( ) |( ) |KOBERSTEIN CONTRACTING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05118 152.000 LFT | 30.00000 4560.00| | PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0062 715-05119 28.000 LFT | 31.50000 882.00| | PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0063 715-05121 57.000 LFT | 33.50000 1909.50| | PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0064 715-05123 46.000 LFT | 44.00000 2024.00| | PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0065 715-46000 12.000 EACH | 605.00000 7260.00| | PIPE END SECTION, 12 IN | | | 0066 715-46005 2.000 EACH | 695.00000 1390.00| | PIPE END SECTION, 15 IN | | | 0067 715-46010 2.000 EACH | 750.00000 1500.00| | PIPE END SECTION, 18 IN | | | 0068 715-46020 2.000 EACH | 1100.00000 2200.00| | PIPE END SECTION, 24 IN | | | 0069 723-06920 28.000 LFT | 3750.00000 105000.00| | STRUCTURE, PRECAST THREE-SIDED, 336 IN | | | X 132 IN | | | 0070 723-08608 937.000 SFT | 82.00000 76834.00| | WINGWALL | | | 0071 732-08419 203.000 SYS | 51.00000 10353.00| | MODULAR BLOCK WALL , SHORT WALL, | | | UNREINFORCED | | | 0072 732-08420 369.000 SYS | 52.00000 19188.00| | MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT , 6 IN. | | | 0073 732-08421 572.000 SYS | 101.00000 57772.00| | MODULAR BLOCK WALL ERECTION | | | 0074 801-03290 2.000 EACH | 335.00000 670.00| | CONSTRUCTION SIGN, C | | | 0075 801-06640 4.000 EACH | 285.00000 1140.00| | CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP | 6325.00000 6325.00| | MAINTAINING TRAFFIC | | | 0077 801-07119 48.000 LFT | 12.50000 600.00| | BARRICADE, III-B | | | 0078 802-03896 4.000 EACH | 927.00000 3708.00| | BOLLARD , FIXED | | | 0079 802-03896 2.000 EACH | 1133.00000 2266.00| | BOLLARD , FIXED, HD | | | 0080 802-03896 2.000 EACH | 1270.00000 2540.00| | BOLLARD , REMOVABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 291 -16 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -33057-A COUNTIES : VANDERBURGH LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1284120 |( ) |( ) |KOBERSTEIN CONTRACTING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 802-04314 2.000 EACH | 4330.00000 8660.00| | SIGN , STRUCTURE, 3-POST, ANGLE | | | 0083 802-05701 175.000 LFT | 16.50000 2887.50| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0084 802-09838 53.500 SFT | 20.00000 1070.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0085 805-01879 1.000 EACH | 1550.00000 1550.00| | SIGNAL SERVICE, INSTALL , INSTALL | | | 0086 805-02572 2.000 EACH | 415.00000 830.00| | SIGNAL SUPPORT FOUNDATION, A | | | 0087 805-78010 1.000 EACH | 1250.00000 1250.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0088 805-78190 2.000 EACH | 415.00000 830.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | | 0089 805-78480 128.000 LFT | 1.60000 204.80| | SIGNAL CABLE, 3C 14GA | | | 0090 805-90005 2.000 EACH | 620.00000 1240.00| | SIGNAL PEDESTAL, 10 FT | | | 0091 807-08214 224.000 LFT | 10.50000 2352.00| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0092 808-04767 4979.000 LFT | 1.00000 4979.00| | LINE , PAINT, SOLID, RED, 4 IN. | | | 0093 808-10039 80.000 LFT | 10.50000 840.00| | LINE, MULTI-COMP, SOLID, WHITE, 12 IN | | | 0094 808-10074 90.000 LFT | 3.50000 315.00| | TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | SOLID, WHITE, CROSSWALK, 8 IN. | | | 0095 207-08266 7715.000 SYS | 12.20000 94123.00| | SUBGRADE TREATMENT, TYPE III | | | 0096 802-09838 54.140 SFT | 62.00000 3356.68| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS , TRAIL, ALUMINUM, MODIFIED | | | SECTION TOTALS | $ 1,104,537.83| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,104,537.83| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -1 VENDOR RANKING CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 10/15/11 LOCATION : ON AIRPORT ROAD AT PORTAGE HIGH SCHOOL PROJECT(S) : 0810293 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 1,155,816.77 100.0000% 2 35-1068009 DYER CONSTRUCTION CO $ 1,224,711.69 105.9607% 3 35-1569222 GRIMMER CONSTRUCTION INC $ 1,382,948.46 119.6512% 4 35-1058916 WOODRUFF & SONS INC $ 1,432,271.63 123.9186% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,510,056.53 130.6484% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -2 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1068009 |( 3 ) 35-1569222 |WALSH & KELLY INC |DYER CONSTRUCTION CO |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 15000.00000 15000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 129.20000 258.40| 118.00000 236.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 22.000 MOS | 125.00000 2750.00| 129.20000 2842.40| 118.00000 2596.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 58000.00000 58000.00| 59606.00000 59606.00| 69000.00000 69000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| 20500.00000 20500.00 CLEARING RIGHT OF WAY | | | 0013 202-02240 286.000 SYS | 7.00000 2002.00| 10.54000 3014.44| 20.20000 5777.20 PAVEMENT REMOVAL | | | 0014 202-02278 541.000 LFT | 4.75000 2569.75| 4.13000 2234.33| 4.60000 2488.60 CURB, CONCRETE, REMOVE | | | 0015 202-02279 2645.000 LFT | 2.21000 5845.45| 3.10000 8199.50| 3.80000 10051.00 CURB AND GUTTER, REMOVE | | | 0016 202-52710 896.000 SYS | 4.50000 4032.00| 5.19000 4650.24| 5.10000 4569.60 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 4.000 EACH | 372.00000 1488.00| 389.82000 1559.28| 138.00000 552.00 INLET, REMOVE | | | 0018 202-91840 275.000 LFT | 7.50000 2062.50| 2.42000 665.50| 4.50000 1237.50 FENCE, CHAIN LINK, REMOVE | | | 0019 202-96133 94.000 LFT | 12.50000 1175.00| 12.85000 1207.90| 4.40000 413.60 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -3 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1068009 |( 3 ) 35-1569222 |WALSH & KELLY INC |DYER CONSTRUCTION CO |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02000 4629.000 CYS | 17.00000 78693.00| 17.31000 80127.99| 21.30000 98597.70 EXCAVATION, COMMON | | | 0021 205-06933 1.000 EACH | 125.00000 125.00| 125.00000 125.00| 131.00000 131.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 2206.000 LFT | 1.78000 3926.68| 2.04000 4500.24| 1.90000 4191.40 TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 38.00000 3800.00| 35.08000 3508.00| 19.50000 1950.00 NO 2 STONE | | | 0024 207-08263 12251.000 SYS | 9.50000 116384.50| 11.92000 146031.92| 16.50000 202141.50 SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 402.000 SYS | 9.50000 3819.00| 10.17000 4088.34| 12.20000 4904.40 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 792.000 CYS | 0.10000 79.20| 0.08000 63.36| 0.01000 7.92 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 211-09265 166.000 CYS | 12.00000 1992.00| 12.50000 2075.00| 31.00000 5146.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0028 301-07448 2244.000 TON | 17.50000 39270.00| 17.99000 40369.56| 24.40000 54753.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-09533 327.000 TON | 19.00000 6213.00| 13.95000 4561.65| 24.50000 8011.50 COARSE AGGREGATE | | | 0030 304-07490 82.000 TON | 80.00000 6560.00| 75.00000 6150.00| 99.45000 8154.90 HMA PATCHING, TYPE B | | | 0031 306-08159 105.000 SYS | 8.00000 840.00| 25.00000 2625.00| 34.25000 3596.25 MILLING ASPHALT , VARIABLE DEPTH | | | 0032 401-07327 756.000 TON | 65.50000 49518.00| 65.50000 49518.00| 65.50000 49518.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0033 401-07397 1402.000 TON | 54.00000 75708.00| 54.00000 75708.00| 54.00000 75708.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07423 1808.000 TON | 52.50000 94920.00| 52.50000 94920.00| 52.00000 94016.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 402-07432 66.000 TON | 92.00000 6072.00| 92.00000 6072.00| 92.00000 6072.00 HMA SURFACE, TYPE A , INCLUDES | | | MULTI-USE PATH | | | 0036 402-07435 105.000 TON | 68.00000 7140.00| 68.00000 7140.00| 68.00000 7140.00 HMA INTERMEDIATE, TYPE A | | | 0037 402-07450 15.000 TON | 100.00000 1500.00| 100.00000 1500.00| 100.00000 1500.00 HMA WEDGE AND LEVEL, TYPE A | | | 0038 402-07453 42.000 TON | 100.00000 4200.00| 95.00000 3990.00| 95.00000 3990.00 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 8.000 TON | 500.00000 4000.00| 750.00000 6000.00| 750.00000 6000.00 ASPHALT FOR TACK COAT | | | 0040 603-03829 223.000 LFT | 77.00000 17171.00| 77.00000 17171.00| 80.80000 18018.40 FENCE , CHAIN LINK, 144 IN, BARBED WIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -4 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1068009 |( 3 ) 35-1569222 |WALSH & KELLY INC |DYER CONSTRUCTION CO |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 603-04847 2.000 EACH | 1900.00000 3800.00| 1900.00000 3800.00| 1990.00000 3980.00 FENCE GATE , AUTOMATIC, CHAIN LINK, 144 | | | IN X 20 FT | | | 0042 604-07897 3.000 SYS | 115.00000 345.00| 140.00000 420.00| 111.00000 333.00 CURB RAMP, CONCRETE, C | | | 0043 604-07901 49.000 SYS | 115.00000 5635.00| 140.00000 6860.00| 130.00000 6370.00 CURB RAMP, CONCRETE, G | | | 0044 604-07902 27.000 SYS | 115.00000 3105.00| 140.00000 3780.00| 161.00000 4347.00 CURB RAMP, CONCRETE, H | | | 0045 604-91531 1127.000 SYS | 31.00000 34937.00| 27.70000 31217.90| 38.20000 43051.40 SIDEWALK, CONCRETE, 4 IN | | | 0046 605-06140 4332.000 LFT | 15.50000 67146.00| 17.09000 74033.88| 18.10000 78409.20 CURB AND GUTTER, CONCRETE | | | 0047 605-06155 18.000 LFT | 30.00000 540.00| 43.11000 775.98| 18.30000 329.40 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0048 605-92800 143.000 LFT | 30.00000 4290.00| 34.10000 4876.30| 18.30000 2616.90 CURB AND GUTTER, COMBINED, B, MODIFIED | | | 0049 610-07487 266.000 TON | 85.00000 22610.00| 98.76000 26270.16| 86.00000 22876.00 HMA FOR APPROACHES, TYPE B | | | 0050 610-08446 66.000 SYS | 54.00000 3564.00| 42.57000 2809.62| 41.40000 2732.40 PCCP FOR APPROACHES, 6 IN | | | 0051 610-09108 336.000 SYS | 64.00000 21504.00| 48.02000 16134.72| 51.00000 17136.00 PCCP FOR APPROACHES, 9 IN | | | 0052 615-06505 3.000 EACH | 700.00000 2100.00| 1200.00000 3600.00| 1260.00000 3780.00 MONUMENT, B | | | 0053 616-02320 47.000 SYS | 2.50000 117.50| 12.38000 581.86| 1.10000 51.70 GEOTEXTILES | | | 0054 616-06405 35.500 TON | 55.00000 1952.50| 49.91000 1771.81| 71.90000 2552.45 RIPRAP, REVETMENT | | | 0055 621-01004 1.000 EACH | 375.00000 375.00| 375.00000 375.00| 393.00000 393.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06560 5174.000 SYS | 0.48000 2483.52| 0.48000 2483.52| 0.50000 2587.00 MULCHED SEEDING, U | | | 0057 621-06567 6.000 kGAL | 1.00000 6.00| 1.00000 6.00| 1.10000 6.60 WATER | | | 0058 621-06570 197.000 CYS | 35.00000 6895.00| 27.76000 5468.72| 32.30000 6363.10 TOPSOIL | | | 0059 621-06575 1653.000 SYS | 3.45000 5702.85| 3.45000 5702.85| 8.20000 13554.60 SODDING, NURSERY | | | 0060 628-09402 11.000 MOS | 2550.00000 28050.00| 1515.70000 16672.70| 2640.00000 29040.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -5 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1068009 |( 3 ) 35-1569222 |WALSH & KELLY INC |DYER CONSTRUCTION CO |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 628-09407 11.000 MOS | 300.00000 3300.00| 100.00000 1100.00| 210.00000 2310.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0062 715-05149 1051.000 LFT | 42.50000 44667.50| 45.78000 48114.78| 47.80000 50237.80 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0063 715-05151 265.000 LFT | 49.00000 12985.00| 52.51000 13915.15| 42.30000 11209.50 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0064 715-05154 510.000 LFT | 61.50000 31365.00| 66.11000 33716.10| 51.30000 26163.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0065 715-05155 109.000 LFT | 57.50000 6267.50| 61.69000 6724.21| 55.50000 6049.50 PIPE, TYPE 2, CIRCULAR, 27 IN | | | 0066 715-05173 52.000 LFT | 78.50000 4082.00| 84.16000 4376.32| 61.30000 3187.60 PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0067 715-05408 20.000 LFT | 114.00000 2280.00| 122.48000 2449.60| 69.60000 1392.00 PIPE, SANITARY SEWER, 8 IN | | | 0068 715-46020 5.000 EACH | 704.00000 3520.00| 757.97000 3789.85| 810.00000 4050.00 PIPE END SECTION, 24 IN | | | 0069 720-01092 2.000 EACH | 2683.00000 5366.00| 2886.82000 5773.64| 3610.00000 7220.00 MANHOLE, J15, MODIFIED | | | 0070 720-01894 2.000 EACH | 654.00000 1308.00| 703.76000 1407.52| 420.00000 840.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | TEMPORARY | | | 0071 720-44000 5.000 EACH | 329.00000 1645.00| 353.59000 1767.95| 208.00000 1040.00 CASTING, ADJUST TO GRADE | | | 0072 720-44025 4.000 EACH | 625.00000 2500.00| 671.86000 2687.44| 420.00000 1680.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0073 720-44296 5.000 EACH | 260.00000 1300.00| 279.09000 1395.45| 271.00000 1355.00 CAP INLET | | | 0074 720-45235 1.000 EACH | 1467.00000 1467.00| 1578.85000 1578.85| 1530.00000 1530.00 CATCH BASIN, E7 | | | 0075 720-45410 5.000 EACH | 1718.00000 8590.00| 1849.30000 9246.50| 2250.00000 11250.00 MANHOLE, C4 | | | 0076 720-95422 9.000 EACH | 2220.00000 19980.00| 2389.02000 21501.18| 2970.00000 26730.00 MANHOLE, J4 | | | 0077 720-98174 14.000 EACH | 2152.00000 30128.00| 2316.23000 32427.22| 2330.00000 32620.00 INLET, B15 | | | 0078 720-98555 6.000 EACH | 2152.00000 12912.00| 2316.23000 13897.38| 2330.00000 13980.00 INLET, C15 | | | 0079 720-99417 16.000 EACH | 2340.00000 37440.00| 2517.87000 40285.92| 2520.00000 40320.00 CATCH BASIN, C15 | | | 0080 801-03290 4.000 EACH | 94.00000 376.00| 94.00000 376.00| 98.60000 394.40 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -6 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1068009 |( 3 ) 35-1569222 |WALSH & KELLY INC |DYER CONSTRUCTION CO |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 801-04308 2.000 EACH | 139.00000 278.00| 139.00000 278.00| 146.00000 292.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0082 801-06203 11656.000 LFT | 0.21000 2447.76| 0.21000 2447.76| 0.22000 2564.32 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0083 801-06211 3.000 EACH | 46.00000 138.00| 46.00000 138.00| 48.30000 144.90 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0084 801-06212 2.000 EACH | 65.00000 130.00| 65.00000 130.00| 68.20000 136.40 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, (ONLY) | | | 0085 801-06216 56.000 LFT | 1.38000 77.28| 1.38000 77.28| 1.50000 84.00 TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 24" | | | 0086 801-06625 8.000 EACH | 49.00000 392.00| 49.00000 392.00| 51.40000 411.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 8.000 EACH | 83.00000 664.00| 83.00000 664.00| 87.10000 696.80 CONSTRUCTION SIGN, A | | | 0088 801-06645 2.000 EACH | 28.00000 56.00| 168.00000 336.00| 29.40000 58.80 CONSTRUCTION SIGN, B | | | 0089 801-06710 390.000 DAY | 8.00000 3120.00| 8.00000 3120.00| 8.40000 3276.00 FLASHING ARROW SIGN | | | 0090 801-06775 LUMP | 9500.00000 9500.00| 14580.24000 14580.24| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0091 801-07118 180.000 LFT | 15.00000 2700.00| 9.85000 1773.00| 10.30000 1854.00 BARRICADE, III-A | | | 0092 802-05701 98.500 LFT | 12.44000 1225.34| 12.44000 1225.34| 12.44000 1225.34 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0093 802-09838 73.000 SFT | 11.00000 803.00| 11.00000 803.00| 11.00000 803.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0094 802-09840 27.000 SFT | 12.00000 324.00| 12.00000 324.00| 12.00000 324.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0095 802-09842 48.000 SFT | 14.00000 672.00| 14.00000 672.00| 14.00000 672.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0096 805-01579 LUMP | 1100.00000 1100.00| 1100.00000 1100.00| 1100.00000 1100.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0097 805-01816 4.000 EACH | 841.00000 3364.00| 841.00000 3364.00| 841.00000 3364.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 36 | | | IN X 96 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -7 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1068009 |( 3 ) 35-1569222 |WALSH & KELLY INC |DYER CONSTRUCTION CO |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 805-01842 5.000 EACH | 722.00000 3610.00| 722.00000 3610.00| 722.00000 3610.00 HANDHOLE, SIGNAL | | | 0099 805-02072 2.000 EACH | 3420.00000 6840.00| 3420.00000 6840.00| 3420.00000 6840.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT | | | 0100 805-02073 2.000 EACH | 3840.00000 7680.00| 3840.00000 7680.00| 3840.00000 7680.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 35FT | | | 0101 805-02152 8.000 EACH | 600.00000 4800.00| 600.00000 4800.00| 600.00000 4800.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0102 805-05405 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 SIGNAL PEDESTAL, 4FT | | | 0103 805-78100 1.000 EACH | 8100.00000 8100.00| 8100.00000 8100.00| 8100.00000 8100.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0104 805-78205 6.000 EACH | 760.00000 4560.00| 760.00000 4560.00| 760.00000 4560.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0105 805-78230 2.000 EACH | 955.00000 1910.00| 955.00000 1910.00| 955.00000 1910.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0106 805-78370 8.000 EACH | 145.00000 1160.00| 145.00000 1160.00| 145.00000 1160.00 PEDESTRIAN PUSH BUTTON | | | 0107 805-78412 2.000 EACH | 770.00000 1540.00| 770.00000 1540.00| 770.00000 1540.00 SIGNAL PEDESTAL, 9FT | | | 0108 805-78445 1.000 EACH | 440.00000 440.00| 440.00000 440.00| 440.00000 440.00 SIGNAL SERVICE | | | 0109 805-78467 25.000 LFT | 2.00000 50.00| 2.00000 50.00| 2.00000 50.00 SIGNAL CABLE, 3C 8GA | | | 0110 805-78470 2184.000 LFT | 0.36000 786.24| 0.36000 786.24| 0.36000 786.24 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0111 805-78480 387.000 LFT | 0.78000 301.86| 0.78000 301.86| 0.78000 301.86 SIGNAL CABLE, 3C 14GA | | | 0112 805-78485 811.000 LFT | 1.00000 811.00| 1.00000 811.00| 1.00000 811.00 SIGNAL CABLE, 5C 14GA | | | 0113 805-78490 570.000 LFT | 1.22000 695.40| 1.22000 695.40| 1.22000 695.40 SIGNAL CABLE, 7C 14GA | | | 0114 805-78510 726.000 LFT | 0.88000 638.88| 0.88000 638.88| 0.88000 638.88 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78785 5.000 EACH | 480.00000 2400.00| 480.00000 2400.00| 480.00000 2400.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -8 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1068009 |( 3 ) 35-1569222 |WALSH & KELLY INC |DYER CONSTRUCTION CO |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 805-78795 693.000 LFT | 8.45000 5855.85| 8.45000 5855.85| 8.45000 5855.85 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0117 805-78900 3.000 EACH | 542.00000 1626.00| 542.00000 1626.00| 542.00000 1626.00 PEDESTAL FOUNDATION, A | | | 0118 805-78925 1.000 EACH | 742.00000 742.00| 742.00000 742.00| 742.00000 742.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0119 805-92504 3.000 EACH | 251.00000 753.00| 251.00000 753.00| 251.00000 753.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0120 807-06592 809.000 LFT | 11.55000 9343.95| 11.55000 9343.95| 11.55000 9343.95 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0121 808-06701 80.000 LFT | 0.57000 45.60| 0.57000 45.60| 0.60000 48.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0122 808-06703 862.000 LFT | 0.57000 491.34| 0.57000 491.34| 0.60000 517.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0123 808-06716 3380.000 LFT | 0.40000 1352.00| 0.40000 1352.00| 0.40000 1352.00 LINE, REMOVE | | | 0124 808-75245 3925.000 LFT | 0.57000 2237.25| 0.57000 2237.25| 0.60000 2355.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0125 808-75256 188.000 LFT | 1.07000 201.16| 1.07000 201.16| 1.10000 206.80 TRANSVERSE MARKING THERMOPLASTIC, SOLID | | | CROSSHATCH LINE, WHITE, 8" | | | 0126 808-75260 102.000 LFT | 1.46000 148.92| 1.46000 148.92| 1.50000 153.00 TRANSVERSE MARKING THERMOPLASTIC, SOLID | | | CROSSHATCH LINE, WHITE, 12" | | | 0127 808-75274 31.000 LFT | 1.07000 33.17| 1.07000 33.17| 1.10000 34.10 TRANSVERSE MARKING THERMOPLASTIC SOLID | | | YELLOW CROSSHATCH LINE, 8" | | | 0128 808-75278 10.000 LFT | 1.46000 14.60| 1.46000 14.60| 1.50000 15.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0129 808-75297 188.000 LFT | 3.50000 658.00| 3.50000 658.00| 3.70000 695.60 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0130 808-75300 638.000 LFT | 0.84000 535.92| 0.84000 535.92| 0.90000 574.20 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0131 808-75320 16.000 EACH | 32.00000 512.00| 32.00000 512.00| 33.60000 537.60 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0132 808-75325 6.000 EACH | 41.80000 250.80| 41.80000 250.80| 43.90000 263.40 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | SECTION TOTALS | $ 1,155,816.77| $ 1,224,711.69| $ 1,382,948.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,155,816.77| $ 1,224,711.69| $ 1,382,948.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -9 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 35-0918397 |( ) |WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 23655.68000 23655.68| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 258.92000 517.84| 95.00000 190.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 22.000 MOS | 67.31000 1480.82| 65.00000 1430.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 100256.78000 100256.78| 125800.00000 125800.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 28644.80000 28644.80| 54000.00000 54000.00| CLEARING RIGHT OF WAY | | | 0013 202-02240 286.000 SYS | 16.61000 4750.46| 20.80000 5948.80| PAVEMENT REMOVAL | | | 0014 202-02278 541.000 LFT | 5.56000 3007.96| 10.35000 5599.35| CURB, CONCRETE, REMOVE | | | 0015 202-02279 2645.000 LFT | 5.56000 14706.20| 4.10000 10844.50| CURB AND GUTTER, REMOVE | | | 0016 202-52710 896.000 SYS | 13.54000 12131.84| 4.20000 3763.20| SIDEWALK, CONCRETE, REMOVE | | | 0017 202-91385 4.000 EACH | 212.59000 850.36| 150.00000 600.00| INLET, REMOVE | | | 0018 202-91840 275.000 LFT | 5.32000 1463.00| 12.00000 3300.00| FENCE, CHAIN LINK, REMOVE | | | 0019 202-96133 94.000 LFT | 16.32000 1534.08| 7.00000 658.00| PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -10 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 35-0918397 |( ) |WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02000 4629.000 CYS | 28.62000 132481.98| 23.50000 108781.50| EXCAVATION, COMMON | | | 0021 205-06933 1.000 EACH | 51.97000 51.97| 125.00000 125.00| TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 2206.000 LFT | 1.74000 3838.44| 1.78000 3926.68| TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 34.76000 3476.00| 37.75000 3775.00| NO 2 STONE | | | 0024 207-08263 12251.000 SYS | 9.74000 119324.74| 7.70000 94332.70| SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 402.000 SYS | 32.47000 13052.94| 15.70000 6311.40| SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 792.000 CYS | 16.83000 13329.36| 36.00000 28512.00| STRUCTURAL BACKFILL, TYPE 1 | | | 0027 211-09265 166.000 CYS | 28.38000 4711.08| 36.00000 5976.00| STRUCTURAL BACKFILL, TYPE 2 | | | 0028 301-07448 2244.000 TON | 22.61000 50736.84| 37.90000 85047.60| COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-09533 327.000 TON | 29.78000 9738.06| 22.45000 7341.15| COARSE AGGREGATE | | | 0030 304-07490 82.000 TON | 77.96000 6392.72| 145.00000 11890.00| HMA PATCHING, TYPE B | | | 0031 306-08159 105.000 SYS | 15.59000 1636.95| 18.71000 1964.55| MILLING ASPHALT , VARIABLE DEPTH | | | 0032 401-07327 756.000 TON | 67.06000 50697.36| 81.60000 61689.60| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0033 401-07397 1402.000 TON | 55.29000 77516.58| 72.90000 102205.80| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07423 1808.000 TON | 53.24000 96257.92| 72.50000 131080.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 402-07432 66.000 TON | 94.19000 6216.54| 90.50000 5973.00| HMA SURFACE, TYPE A , INCLUDES | | | MULTI-USE PATH | | | 0036 402-07435 105.000 TON | 69.62000 7310.10| 79.00000 8295.00| HMA INTERMEDIATE, TYPE A | | | 0037 402-07450 15.000 TON | 102.38000 1535.70| 130.00000 1950.00| HMA WEDGE AND LEVEL, TYPE A | | | 0038 402-07453 42.000 TON | 97.26000 4084.92| 135.00000 5670.00| HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 8.000 TON | 779.64000 6237.12| 405.00000 3240.00| ASPHALT FOR TACK COAT | | | 0040 603-03829 223.000 LFT | 80.04000 17848.92| 77.00000 17171.00| FENCE , CHAIN LINK, 144 IN, BARBED WIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -11 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 35-0918397 |( ) |WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 603-04847 2.000 EACH | 1975.09000 3950.18| 1900.00000 3800.00| FENCE GATE , AUTOMATIC, CHAIN LINK, 144 | | | IN X 20 FT | | | 0042 604-07897 3.000 SYS | 229.28000 687.84| 175.00000 525.00| CURB RAMP, CONCRETE, C | | | 0043 604-07901 49.000 SYS | 187.41000 9183.09| 140.00000 6860.00| CURB RAMP, CONCRETE, G | | | 0044 604-07902 27.000 SYS | 83.75000 2261.25| 140.00000 3780.00| CURB RAMP, CONCRETE, H | | | 0045 604-91531 1127.000 SYS | 41.99000 47322.73| 45.70000 51503.90| SIDEWALK, CONCRETE, 4 IN | | | 0046 605-06140 4332.000 LFT | 14.56000 63073.92| 14.50000 62814.00| CURB AND GUTTER, CONCRETE | | | 0047 605-06155 18.000 LFT | 41.58000 748.44| 30.85000 555.30| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0048 605-92800 143.000 LFT | 32.23000 4608.89| 27.30000 3903.90| CURB AND GUTTER, COMBINED, B, MODIFIED | | | 0049 610-07487 266.000 TON | 89.40000 23780.40| 78.25000 20814.50| HMA FOR APPROACHES, TYPE B | | | 0050 610-08446 66.000 SYS | 55.54000 3665.64| 62.30000 4111.80| PCCP FOR APPROACHES, 6 IN | | | 0051 610-09108 336.000 SYS | 61.77000 20754.72| 74.80000 25132.80| PCCP FOR APPROACHES, 9 IN | | | 0052 615-06505 3.000 EACH | 1247.43000 3742.29| 1200.00000 3600.00| MONUMENT, B | | | 0053 616-02320 47.000 SYS | 11.09000 521.23| 3.85000 180.95| GEOTEXTILES | | | 0054 616-06405 35.500 TON | 55.86000 1983.03| 100.00000 3550.00| RIPRAP, REVETMENT | | | 0055 621-01004 1.000 EACH | 389.81000 389.81| 375.00000 375.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06560 5174.000 SYS | 0.50000 2587.00| 0.48000 2483.52| MULCHED SEEDING, U | | | 0057 621-06567 6.000 kGAL | 1.03000 6.18| 1.00000 6.00| WATER | | | 0058 621-06570 197.000 CYS | 18.72000 3687.84| 26.65000 5250.05| TOPSOIL | | | 0059 621-06575 1653.000 SYS | 5.42000 8959.26| 5.22000 8628.66| SODDING, NURSERY | | | 0060 628-09402 11.000 MOS | 2075.55000 22831.05| 3100.00000 34100.00| FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -12 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 35-0918397 |( ) |WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 628-09407 11.000 MOS | 207.91000 2287.01| 160.00000 1760.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0062 715-05149 1051.000 LFT | 44.88000 47168.88| 32.00000 33632.00| PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0063 715-05151 265.000 LFT | 45.97000 12182.05| 34.00000 9010.00| PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0064 715-05154 510.000 LFT | 47.80000 24378.00| 40.00000 20400.00| PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0065 715-05155 109.000 LFT | 56.15000 6120.35| 45.00000 4905.00| PIPE, TYPE 2, CIRCULAR, 27 IN | | | 0066 715-05173 52.000 LFT | 50.78000 2640.56| 45.00000 2340.00| PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0067 715-05408 20.000 LFT | 28.87000 577.40| 70.00000 1400.00| PIPE, SANITARY SEWER, 8 IN | | | 0068 715-46020 5.000 EACH | 563.13000 2815.65| 670.00000 3350.00| PIPE END SECTION, 24 IN | | | 0069 720-01092 2.000 EACH | 8600.62000 17201.24| 2600.00000 5200.00| MANHOLE, J15, MODIFIED | | | 0070 720-01894 2.000 EACH | 802.25000 1604.50| 300.00000 600.00| CASTING, FURNISH AND ADJUST TO GRADE , | | | TEMPORARY | | | 0071 720-44000 5.000 EACH | 396.84000 1984.20| 300.00000 1500.00| CASTING, ADJUST TO GRADE | | | 0072 720-44025 4.000 EACH | 578.75000 2315.00| 500.00000 2000.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0073 720-44296 5.000 EACH | 267.15000 1335.75| 200.00000 1000.00| CAP INLET | | | 0074 720-45235 1.000 EACH | 1908.12000 1908.12| 1265.00000 1265.00| CATCH BASIN, E7 | | | 0075 720-45410 5.000 EACH | 2965.56000 14827.80| 1775.00000 8875.00| MANHOLE, C4 | | | 0076 720-95422 9.000 EACH | 4666.95000 42002.55| 2145.00000 19305.00| MANHOLE, J4 | | | 0077 720-98174 14.000 EACH | 2339.53000 32753.42| 2412.00000 33768.00| INLET, B15 | | | 0078 720-98555 6.000 EACH | 2348.88000 14093.28| 2420.00000 14520.00| INLET, C15 | | | 0079 720-99417 16.000 EACH | 2717.62000 43481.92| 2585.00000 41360.00| CATCH BASIN, C15 | | | 0080 801-03290 4.000 EACH | 161.13000 644.52| 94.00000 376.00| CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -13 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 35-0918397 |( ) |WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 801-04308 2.000 EACH | 348.24000 696.48| 139.00000 278.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0082 801-06203 11656.000 LFT | 0.19000 2214.64| 0.21000 2447.76| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0083 801-06211 3.000 EACH | 83.17000 249.51| 46.00000 138.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0084 801-06212 2.000 EACH | 114.34000 228.68| 65.00000 130.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, (ONLY) | | | 0085 801-06216 56.000 LFT | 4.72000 264.32| 1.38000 77.28| TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 24" | | | 0086 801-06625 8.000 EACH | 95.64000 765.12| 49.00000 392.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 8.000 EACH | 123.71000 989.68| 83.00000 664.00| CONSTRUCTION SIGN, A | | | 0088 801-06645 2.000 EACH | 57.18000 114.36| 28.00000 56.00| CONSTRUCTION SIGN, B | | | 0089 801-06710 390.000 DAY | 5.72000 2230.80| 8.00000 3120.00| FLASHING ARROW SIGN | | | 0090 801-06775 LUMP | 22293.68000 22293.68| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0091 801-07118 180.000 LFT | 9.09000 1636.20| 15.00000 2700.00| BARRICADE, III-A | | | 0092 802-05701 98.500 LFT | 12.93000 1273.61| 12.44000 1225.34| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0093 802-09838 73.000 SFT | 11.43000 834.39| 11.00000 803.00| SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0094 802-09840 27.000 SFT | 12.48000 336.96| 12.00000 324.00| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0095 802-09842 48.000 SFT | 14.56000 698.88| 14.00000 672.00| SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0096 805-01579 LUMP | 1143.47000 1143.47| 1100.00000 1100.00| MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0097 805-01816 4.000 EACH | 874.24000 3496.96| 841.00000 3364.00| SIGNAL SUPPORT FOUNDATION, 36 IN X 36 | | | IN X 96 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -14 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 35-0918397 |( ) |WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 805-01842 5.000 EACH | 750.53000 3752.65| 722.00000 3610.00| HANDHOLE, SIGNAL | | | 0099 805-02072 2.000 EACH | 3555.17000 7110.34| 3420.00000 6840.00| SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT | | | 0100 805-02073 2.000 EACH | 3991.76000 7983.52| 3840.00000 7680.00| SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 35FT | | | 0101 805-02152 8.000 EACH | 623.71000 4989.68| 600.00000 4800.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0102 805-05405 1.000 EACH | 519.76000 519.76| 500.00000 500.00| SIGNAL PEDESTAL, 4FT | | | 0103 805-78100 1.000 EACH | 8420.13000 8420.13| 8100.00000 8100.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0104 805-78205 6.000 EACH | 790.04000 4740.24| 760.00000 4560.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0105 805-78230 2.000 EACH | 992.74000 1985.48| 955.00000 1910.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0106 805-78370 8.000 EACH | 150.73000 1205.84| 145.00000 1160.00| PEDESTRIAN PUSH BUTTON | | | 0107 805-78412 2.000 EACH | 800.44000 1600.88| 770.00000 1540.00| SIGNAL PEDESTAL, 9FT | | | 0108 805-78445 1.000 EACH | 457.39000 457.39| 440.00000 440.00| SIGNAL SERVICE | | | 0109 805-78467 25.000 LFT | 2.08000 52.00| 2.00000 50.00| SIGNAL CABLE, 3C 8GA | | | 0110 805-78470 2184.000 LFT | 0.38000 829.92| 0.36000 786.24| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0111 805-78480 387.000 LFT | 0.80000 309.60| 0.78000 301.86| SIGNAL CABLE, 3C 14GA | | | 0112 805-78485 811.000 LFT | 1.03000 835.33| 1.00000 811.00| SIGNAL CABLE, 5C 14GA | | | 0113 805-78490 570.000 LFT | 1.26000 718.20| 1.22000 695.40| SIGNAL CABLE, 7C 14GA | | | 0114 805-78510 726.000 LFT | 0.92000 667.92| 0.88000 638.88| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0115 805-78785 5.000 EACH | 498.97000 2494.85| 480.00000 2400.00| SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 301 -15 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -33075-A COUNTIES : PORTER LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1058916 |( 5 ) 35-0918397 |( ) |WOODRUFF & SONS INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 805-78795 693.000 LFT | 8.79000 6091.47| 8.45000 5855.85| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0117 805-78900 3.000 EACH | 563.42000 1690.26| 542.00000 1626.00| PEDESTAL FOUNDATION, A | | | 0118 805-78925 1.000 EACH | 771.32000 771.32| 742.00000 742.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0119 805-92504 3.000 EACH | 260.91000 782.73| 251.00000 753.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0120 807-06592 809.000 LFT | 12.01000 9716.09| 11.55000 9343.95| CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0121 808-06701 80.000 LFT | 0.52000 41.60| 0.57000 45.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0122 808-06703 862.000 LFT | 0.52000 448.24| 0.57000 491.34| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0123 808-06716 3380.000 LFT | 0.36000 1216.80| 0.40000 1352.00| LINE, REMOVE | | | 0124 808-75245 3925.000 LFT | 0.52000 2041.00| 0.57000 2237.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0125 808-75256 188.000 LFT | 2.60000 488.80| 1.07000 201.16| TRANSVERSE MARKING THERMOPLASTIC, SOLID | | | CROSSHATCH LINE, WHITE, 8" | | | 0126 808-75260 102.000 LFT | 3.11000 317.22| 1.46000 148.92| TRANSVERSE MARKING THERMOPLASTIC, SOLID | | | CROSSHATCH LINE, WHITE, 12" | | | 0127 808-75274 31.000 LFT | 2.60000 80.60| 1.07000 33.17| TRANSVERSE MARKING THERMOPLASTIC SOLID | | | YELLOW CROSSHATCH LINE, 8" | | | 0128 808-75278 10.000 LFT | 3.11000 31.10| 1.46000 14.60| TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0129 808-75297 188.000 LFT | 6.24000 1173.12| 3.50000 658.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0130 808-75300 638.000 LFT | 1.56000 995.28| 0.84000 535.92| TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0131 808-75320 16.000 EACH | 72.77000 1164.32| 32.00000 512.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0132 808-75325 6.000 EACH | 88.36000 530.16| 41.80000 250.80| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | SECTION TOTALS | $ 1,432,271.63| $ 1,510,056.53| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,432,271.63| $ 1,510,056.53| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -1 VENDOR RANKING CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 06/15/12 LOCATION : ON NORTH 16TH STREET FROM SR 3 (N MAIN ST) TO PROJECT(S) : 0902288 NORTH SEXTON STREET ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,138,700.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,229,000.00 107.9301% 3 35-0844079 PAUL H ROHE COMPANY $ 1,229,126.51 107.9412% 4 35-1917625 MILESTONE CONTRACTORS LP $ 1,321,181.00 116.0254% 5 35-1609544 SCHUTT-LOOKABILL CO $ 1,342,240.17 117.8748% 6 35-1128289 BEATY CONSTRUCTION INC $ 1,395,601.27 122.5609% 7 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,419,160.70 124.6299% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -2 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-0844079 |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION |PAUL H ROHE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 9500.00000 9500.00| 11400.00000 11400.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 200.00000 600.00| 100.00000 300.00| 103.45000 310.35 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 65.00000 3120.00| 70.00000 3360.00| 114.94000 5517.12 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 56935.00000 56935.00| 56891.99000 56891.99| 43330.00000 43330.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 11387.00000 11387.00| 8000.00000 8000.00| 20530.00000 20530.00 CLEARING RIGHT OF WAY | | | 0013 202-02279 3903.000 LFT | 2.00000 7806.00| 5.10000 19905.30| 5.75000 22442.25 CURB AND GUTTER, REMOVE | | | 0014 202-52710 733.000 SYS | 4.00000 2932.00| 9.25000 6780.25| 12.00000 8796.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-91385 11.000 EACH | 400.00000 4400.00| 325.00000 3575.00| 400.00000 4400.00 INLET, REMOVE | | | 0016 202-96133 1067.000 LFT | 18.00000 19206.00| 17.00000 18139.00| 13.00000 13871.00 PIPE, REMOVE | | | 0017 203-02000 2445.000 CYS | 23.00000 56235.00| 27.75000 67848.75| 20.00000 48900.00 EXCAVATION, COMMON | | | 0018 205-03371 50.000 CYS | 8.00000 400.00| 35.00000 1750.00| 15.00000 750.00 SEDIMENT, REMOVE | | | 0019 205-06933 6.000 EACH | 100.00000 600.00| 85.00000 510.00| 88.00000 528.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -3 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-0844079 |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION |PAUL H ROHE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 3206.000 LFT | 1.50000 4809.00| 1.15000 3686.90| 1.28000 4103.68 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 13.00000 1300.00| 26.00000 2600.00| 26.00000 2600.00 NO 2 STONE | | | 0022 207-08265 8882.000 SYS | 3.00000 26646.00| 3.80000 33751.60| 4.90000 43521.80 SUBGRADE TREATMENT, TYPE IIA | | | 0023 207-08267 897.000 SYS | 16.00000 14352.00| 15.80000 14172.60| 14.80000 13275.60 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-02050 1775.000 CYS | 15.00000 26625.00| 5.00000 8875.00| 22.00000 39050.00 B BORROW | | | 0025 211-09264 1134.000 CYS | 20.00000 22680.00| 16.70000 18937.80| 24.50000 27783.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0026 211-09264 131.000 CYS | 20.00000 2620.00| 21.36000 2798.16| 28.00000 3668.00 STRUCTURAL BACKFILL, TYPE 1 FOR | | | SANITARY SEWER | | | 0027 211-09264 30.000 CYS | 20.00000 600.00| 30.00000 900.00| 28.00000 840.00 STRUCTURAL BACKFILL, TYPE 1 FOR WATER | | | MAINS | | | 0028 214-07202 2665.000 SYS | 1.50000 3997.50| 2.82000 7515.30| 2.45000 6529.25 GEOGRID, TYPE I | | | 0029 301-07448 27.000 TON | 14.50000 391.50| 40.00000 1080.00| 27.50000 742.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-08210 300.000 TON | 18.00000 5400.00| 27.00000 8100.00| 31.00000 9300.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0031 304-07489 24.000 TON | 120.00000 2880.00| 130.00000 3120.00| 110.00000 2640.00 HMA PATCHING, TYPE A | | | 0032 401-06264 LUMP | 1500.00000 1500.00| 525.00000 525.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0033 401-07327 526.000 TON | 65.00000 34190.00| 74.75000 39318.50| 60.00000 31560.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0034 401-07397 871.000 TON | 58.00000 50518.00| 64.00000 55744.00| 52.00000 45292.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0035 401-07407 1393.000 TON | 50.00000 69650.00| 56.00000 78008.00| 46.00000 64078.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0036 401-07423 1150.000 TON | 52.00000 59800.00| 60.50000 69575.00| 47.00000 54050.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0037 401-07429 1056.000 TON | 51.00000 53856.00| 63.00000 66528.00| 56.00000 59136.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0038 406-05520 4.000 TON | 503.00000 2012.00| 520.00000 2080.00| 400.00000 1600.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -4 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-0844079 |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION |PAUL H ROHE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 604-07900 69.000 SYS | 135.00000 9315.00| 120.00000 8280.00| 100.00000 6900.00 CURB RAMP, CONCRETE, F | | | 0040 604-07901 45.000 SYS | 135.00000 6075.00| 105.00000 4725.00| 135.00000 6075.00 CURB RAMP, CONCRETE, G | | | 0041 604-07902 5.000 SYS | 135.00000 675.00| 300.00000 1500.00| 150.00000 750.00 CURB RAMP, CONCRETE, H | | | 0042 604-07903 12.000 SYS | 145.00000 1740.00| 150.00000 1800.00| 130.00000 1560.00 CURB RAMP, CONCRETE, K | | | 0043 604-91531 1713.000 SYS | 24.00000 41112.00| 30.75000 52674.75| 42.00000 71946.00 SIDEWALK, CONCRETE, 4 IN | | | 0044 605-06120 777.000 LFT | 21.00000 16317.00| 20.00000 15540.00| 28.00000 21756.00 CURB, CONCRETE | | | 0045 605-06140 3451.000 LFT | 11.00000 37961.00| 11.00000 37961.00| 15.00000 51765.00 CURB AND GUTTER, CONCRETE | | | 0046 605-06235 80.000 LFT | 43.00000 3440.00| 52.50000 4200.00| 40.00000 3200.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0047 610-07486 366.000 TON | 78.00000 28548.00| 117.50000 43005.00| 70.00000 25620.00 HMA FOR APPROACHES, TYPE A | | | 0048 610-09108 881.000 SYS | 44.00000 38764.00| 57.50000 50657.50| 46.00000 40526.00 PCCP FOR APPROACHES, 9 IN | | | 0049 615-06505 6.000 EACH | 700.00000 4200.00| 700.00000 4200.00| 700.00000 4200.00 MONUMENT, B | | | 0050 616-02320 10.000 SYS | 6.00000 60.00| 30.00000 300.00| 16.00000 160.00 GEOTEXTILES | | | 0051 616-06405 7.000 TON | 72.00000 504.00| 71.00000 497.00| 46.38000 324.66 RIPRAP, REVETMENT | | | 0052 621-01004 4.000 EACH | 650.00000 2600.00| 250.00000 1000.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06557 125.000 LBS | 2.50000 312.50| 6.00000 750.00| 2.45000 306.25 SEED MIXTURE, T | | | 0054 621-06565 2.000 TON | 400.00000 800.00| 525.00000 1050.00| 350.00000 700.00 MULCHING MATERIAL | | | 0055 621-06567 15.000 kGAL | 1.00000 15.00| 1.00000 15.00| 1.00000 15.00 WATER | | | 0056 621-06575 3968.000 SYS | 3.50000 13888.00| 3.28000 13015.04| 3.00000 11904.00 SODDING, NURSERY | | | 0057 628-09401 16.000 MOS | 1200.00000 19200.00| 2130.00000 34080.00| 1450.00000 23200.00 FIELD OFFICE, A | | | 0058 715-05048 3667.000 LFT | 4.89000 17931.63| 3.25000 11917.75| 4.75000 17418.25 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0059 715-05049 100.000 LFT | 5.78000 578.00| 15.00000 1500.00| 27.00000 2700.00 PIPE, TYPE 4, CIRCULAR, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -5 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-0844079 |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION |PAUL H ROHE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-05051 100.000 LFT | 6.95000 695.00| 17.00000 1700.00| 31.00000 3100.00 PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0061 715-05052 100.000 LFT | 8.00000 800.00| 19.00000 1900.00| 33.00000 3300.00 PIPE, TYPE 4, CIRCULAR, 12 IN | | | 0062 715-05149 365.000 LFT | 42.47000 15501.55| 41.00000 14965.00| 30.00000 10950.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0063 715-05151 1186.000 LFT | 44.97000 53334.42| 40.00000 47440.00| 28.00000 33208.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0064 715-05152 807.000 LFT | 46.08000 37186.56| 39.00000 31473.00| 29.00000 23403.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0065 715-05154 12.000 LFT | 59.89000 718.68| 106.00000 1272.00| 48.00000 576.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0066 715-05408 106.000 LFT | 36.76000 3896.56| 67.00000 7102.00| 35.00000 3710.00 PIPE, SANITARY SEWER, 8 IN | | | 0067 715-05408 14.000 LFT | 72.61000 1016.54| 125.00000 1750.00| 48.00000 672.00 PIPE, SANITARY SEWER, 8 IN , MODIFIED | | | 0068 715-05411 12.000 LFT | 62.22000 746.64| 100.00000 1200.00| 50.00000 600.00 PIPE, SANITARY SEWER, 12 IN | | | 0069 715-05428 218.000 LFT | 82.78000 18046.04| 37.00000 8066.00| 80.00000 17440.00 PIPE, SLOTTED VANE DRAIN, 12 IN | | | 0070 715-09064 2323.000 LFT | 1.20000 2787.60| 1.20000 2787.60| 1.25000 2903.75 VIDEO INSPECTION FOR PIPE | | | 0071 715-46000 1.000 EACH | 600.00000 600.00| 240.00000 240.00| 375.00000 375.00 PIPE END SECTION, 12 IN | | | 0072 715-46020 1.000 EACH | 800.00000 800.00| 350.00000 350.00| 510.00000 510.00 PIPE END SECTION, 24 IN | | | 0073 718-04986 1.000 EACH | 390.00000 390.00| 695.00000 695.00| 550.00000 550.00 CLEANOUT , SANITARY, WITH CASTING | | | 0074 718-06532 3000.000 LFT | 0.85000 2550.00| 0.85000 2550.00| 0.91000 2730.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 331.000 CYS | 32.44000 10737.64| 39.90000 13206.90| 40.00000 13240.00 AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 3814.000 SYS | 1.19000 4538.66| 1.75000 6674.50| 0.80000 3051.20 GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-02442 2.000 EACH | 803.33000 1606.66| 350.00000 700.00| 275.00000 550.00 PIPE, PLUG EXISTING | | | 0078 720-03757 3.000 EACH | 2061.19000 6183.57| 2400.00000 7200.00| 3400.00000 10200.00 MANHOLE, C15 | | | 0079 720-44000 4.000 EACH | 288.85000 1155.40| 400.00000 1600.00| 370.00000 1480.00 CASTING, ADJUST TO GRADE | | | 0080 720-45030 4.000 EACH | 1192.46000 4769.84| 1300.00000 5200.00| 1300.00000 5200.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -6 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-0844079 |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION |PAUL H ROHE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-45270 1.000 EACH | 763.96000 763.96| 940.00000 940.00| 1050.00000 1050.00 PIPE CATCH BASIN, 18 IN | | | 0082 720-45410 15.000 EACH | 1473.68000 22105.20| 1900.00000 28500.00| 2700.00000 40500.00 MANHOLE, C4 | | | 0083 720-45410 1.000 EACH | 3386.63000 3386.63| 2800.00000 2800.00| 2800.00000 2800.00 MANHOLE, C4 , MODIFIED SANITARY | | | CONNECTION | | | 0084 720-45410 2.000 EACH | 1898.78000 3797.56| 2400.00000 4800.00| 2800.00000 5600.00 MANHOLE, C4 , SANITARY | | | 0085 720-95335 1.000 EACH | 8679.67000 8679.67| 9800.00000 9800.00| 8800.00000 8800.00 MANHOLE, M4 | | | 0086 720-97008 1.000 EACH | 2520.08000 2520.08| 2200.00000 2200.00| 2020.00000 2020.00 FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0087 720-98174 12.000 EACH | 1528.18000 18338.16| 1900.00000 22800.00| 2150.00000 25800.00 INLET, B15 | | | 0088 720-98555 18.000 EACH | 1528.18000 27507.24| 1900.00000 34200.00| 2250.00000 40500.00 INLET, C15 | | | 0089 732-02388 2.000 EACH | 6216.05000 12432.10| 4100.00000 8200.00| 4500.00000 9000.00 WATER MAIN RELOCATE, TYPE I | | | 0090 732-02388 1.000 EACH | 10575.92000 10575.92| 5400.00000 5400.00| 6700.00000 6700.00 WATER MAIN RELOCATE, TYPE II | | | 0091 732-08419 54.000 SYS | 261.00000 14094.00| 71.25000 3847.50| 75.00000 4050.00 MODULAR BLOCK WALL | | | 0092 732-08421 54.000 SYS | 120.00000 6480.00| 141.00000 7614.00| 150.00000 8100.00 MODULAR BLOCK WALL ERECTION | | | 0093 732-09111 2.000 EACH | 286.00000 572.00| 290.00000 580.00| 275.00000 550.00 SERVICE SANITARY, RECONNECT | | | 0094 801-03290 2.000 EACH | 274.00000 548.00| 295.00000 590.00| 252.00000 504.00 CONSTRUCTION SIGN, C | | | 0095 801-04308 2.000 EACH | 463.00000 926.00| 425.00000 850.00| 425.00000 850.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06203 3724.000 LFT | 0.50000 1862.00| 0.45000 1675.80| 0.30000 1117.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0097 801-06207 2015.000 LFT | 1.03000 2075.45| 0.95000 1914.25| 1.00000 2015.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0098 801-06218 65.000 LFT | 11.50000 747.50| 5.70000 370.50| 5.50000 357.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0099 801-06625 16.000 EACH | 165.00000 2640.00| 120.00000 1920.00| 133.00000 2128.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 9.000 EACH | 275.00000 2475.00| 165.00000 1485.00| 217.00000 1953.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -7 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-0844079 |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION |PAUL H ROHE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 801-06645 11.000 EACH | 115.00000 1265.00| 120.00000 1320.00| 114.00000 1254.00 CONSTRUCTION SIGN, B | | | 0102 801-06775 LUMP | 9767.40000 9767.40| 10300.00000 10300.00| 26495.00000 26495.00 MAINTAINING TRAFFIC | | | 0103 801-07119 120.000 LFT | 28.30000 3396.00| 15.00000 1800.00| 26.00000 3120.00 BARRICADE, III-B | | | 0104 802-05701 193.000 LFT | 17.92000 3458.56| 28.00000 5404.00| 16.35000 3155.55 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0105 802-09838 89.000 SFT | 15.85000 1410.65| 30.00000 2670.00| 14.40000 1281.60 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0106 802-09839 11.000 SFT | 46.23000 508.53| 75.00000 825.00| 42.40000 466.40 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | 0114 732-09111 1.000 EACH | 131.82000 131.82| 250.00000 250.00| 330.00000 330.00 SERVICE TEE-WYE, SANITARY | | | 0115 808-05929 707.000 LFT | 1.98000 1399.86| 1.17000 827.19| 1.75000 1237.25 TRANSVERSE MARKING THERMOPLASTIC, | | | CROSSWALK LINE, 8" | | | 0116 808-06703 189.000 LFT | 1.00000 189.00| 0.38000 71.82| 0.90000 170.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0117 808-75245 3700.000 LFT | 1.00000 3700.00| 0.38000 1406.00| 0.70000 2590.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0118 808-75278 30.000 LFT | 5.00000 150.00| 1.75000 52.50| 5.00000 150.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0119 808-75297 121.000 LFT | 5.82000 704.22| 3.25000 393.25| 5.25000 635.25 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0120 808-75320 2.000 EACH | 100.00000 200.00| 55.00000 110.00| 90.00000 180.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0121 808-75325 7.000 EACH | 120.00000 840.00| 80.00000 560.00| 120.00000 840.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | SECTION TOTALS | $ 1,138,700.00| $ 1,229,000.00| $ 1,229,126.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,138,700.00| $ 1,229,000.00| $ 1,229,126.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -8 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 13000.00000 13000.00| 12316.50000 12316.50| 13581.00000 13581.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 115.00000 345.00| 392.78000 1178.34| 375.00000 1125.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 90.00000 4320.00| 103.50000 4968.00| 92.00000 4416.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 63000.00000 63000.00| 117321.91000 117321.91| 69750.00000 69750.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 38000.00000 38000.00| 7213.85000 7213.85| 41700.00000 41700.00 CLEARING RIGHT OF WAY | | | 0013 202-02279 3903.000 LFT | 2.25000 8781.75| 3.06000 11943.18| 3.00000 11709.00 CURB AND GUTTER, REMOVE | | | 0014 202-52710 733.000 SYS | 6.60000 4837.80| 5.43000 3980.19| 4.50000 3298.50 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-91385 11.000 EACH | 350.00000 3850.00| 185.93000 2045.23| 442.47000 4867.17 INLET, REMOVE | | | 0016 202-96133 1067.000 LFT | 12.00000 12804.00| 4.78000 5100.26| 7.74000 8258.58 PIPE, REMOVE | | | 0017 203-02000 2445.000 CYS | 25.00000 61125.00| 37.52000 91736.40| 13.64000 33349.80 EXCAVATION, COMMON | | | 0018 205-03371 50.000 CYS | 25.00000 1250.00| 20.44000 1022.00| 11.54000 577.00 SEDIMENT, REMOVE | | | 0019 205-06933 6.000 EACH | 88.75000 532.50| 91.08000 546.48| 94.70000 568.20 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -9 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 3206.000 LFT | 1.30000 4167.80| 1.32000 4231.92| 1.38000 4424.28 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 22.00000 2200.00| 12.61000 1261.00| 20.44000 2044.00 NO 2 STONE | | | 0022 207-08265 8882.000 SYS | 5.55000 49295.10| 5.99000 53203.18| 8.18000 72654.76 SUBGRADE TREATMENT, TYPE IIA | | | 0023 207-08267 897.000 SYS | 12.50000 11212.50| 14.12000 12665.64| 10.07000 9032.79 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-02050 1775.000 CYS | 20.00000 35500.00| 11.63000 20643.25| 18.94000 33618.50 B BORROW | | | 0025 211-09264 1134.000 CYS | 20.00000 22680.00| 34.10000 38669.40| 20.64000 23405.76 STRUCTURAL BACKFILL, TYPE 1 | | | 0026 211-09264 131.000 CYS | 20.00000 2620.00| 27.85000 3648.35| 20.64000 2703.84 STRUCTURAL BACKFILL, TYPE 1 FOR | | | SANITARY SEWER | | | 0027 211-09264 30.000 CYS | 20.00000 600.00| 86.36000 2590.80| 20.64000 619.20 STRUCTURAL BACKFILL, TYPE 1 FOR WATER | | | MAINS | | | 0028 214-07202 2665.000 SYS | 2.50000 6662.50| 1.97000 5250.05| 2.48000 6609.20 GEOGRID, TYPE I | | | 0029 301-07448 27.000 TON | 29.00000 783.00| 79.14000 2136.78| 30.99000 836.73 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-08210 300.000 TON | 45.00000 13500.00| 8.18000 2454.00| 14.77000 4431.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0031 304-07489 24.000 TON | 130.00000 3120.00| 207.00000 4968.00| 131.29000 3150.96 HMA PATCHING, TYPE A | | | 0032 401-06264 LUMP | 225.00000 225.00| 1552.50000 1552.50| 570.00000 570.00 PROFILOGRAPH, HMA | | | 0033 401-07327 526.000 TON | 65.50000 34453.00| 77.63000 40833.38| 77.00000 40502.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0034 401-07397 871.000 TON | 61.35000 53435.85| 67.28000 58600.88| 66.00000 57486.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0035 401-07407 1393.000 TON | 57.50000 80097.50| 63.14000 87954.02| 58.00000 80794.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0036 401-07423 1150.000 TON | 59.90000 68885.00| 59.00000 67850.00| 66.00000 75900.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0037 401-07429 1056.000 TON | 61.05000 64468.80| 63.14000 66675.84| 65.00000 68640.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0038 406-05520 4.000 TON | 480.00000 1920.00| 517.50000 2070.00| 535.00000 2140.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -10 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 604-07900 69.000 SYS | 142.00000 9798.00| 105.24000 7261.56| 146.00000 10074.00 CURB RAMP, CONCRETE, F | | | 0040 604-07901 45.000 SYS | 142.00000 6390.00| 89.71000 4036.95| 143.00000 6435.00 CURB RAMP, CONCRETE, G | | | 0041 604-07902 5.000 SYS | 142.00000 710.00| 97.94000 489.70| 148.00000 740.00 CURB RAMP, CONCRETE, H | | | 0042 604-07903 12.000 SYS | 142.00000 1704.00| 89.71000 1076.52| 148.00000 1776.00 CURB RAMP, CONCRETE, K | | | 0043 604-91531 1713.000 SYS | 35.75000 61239.75| 25.42000 43544.46| 39.00000 66807.00 SIDEWALK, CONCRETE, 4 IN | | | 0044 605-06120 777.000 LFT | 19.25000 14957.25| 19.36000 15042.72| 20.50000 15928.50 CURB, CONCRETE | | | 0045 605-06140 3451.000 LFT | 15.25000 52627.75| 14.20000 49004.20| 17.00000 58667.00 CURB AND GUTTER, CONCRETE | | | 0046 605-06235 80.000 LFT | 38.75000 3100.00| 38.67000 3093.60| 60.00000 4800.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0047 610-07486 366.000 TON | 128.50000 47031.00| 82.80000 30304.80| 121.00000 44286.00 HMA FOR APPROACHES, TYPE A | | | 0048 610-09108 881.000 SYS | 46.00000 40526.00| 45.18000 39803.58| 50.00000 44050.00 PCCP FOR APPROACHES, 9 IN | | | 0049 615-06505 6.000 EACH | 775.00000 4650.00| 155.25000 931.50| 765.00000 4590.00 MONUMENT, B | | | 0050 616-02320 10.000 SYS | 7.10000 71.00| 6.19000 61.90| 2.15000 21.50 GEOTEXTILES | | | 0051 616-06405 7.000 TON | 100.00000 700.00| 50.97000 356.79| 32.06000 224.42 RIPRAP, REVETMENT | | | 0052 621-01004 4.000 EACH | 610.00000 2440.00| 621.00000 2484.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06557 125.000 LBS | 2.45000 306.25| 2.54000 317.50| 2.50000 312.50 SEED MIXTURE, T | | | 0054 621-06565 2.000 TON | 358.00000 716.00| 362.25000 724.50| 352.00000 704.00 MULCHING MATERIAL | | | 0055 621-06567 15.000 kGAL | 1.00000 15.00| 1.04000 15.60| 1.00000 15.00 WATER | | | 0056 621-06575 3968.000 SYS | 2.70000 10713.60| 2.78000 11031.04| 2.90000 11507.20 SODDING, NURSERY | | | 0057 628-09401 16.000 MOS | 1200.00000 19200.00| 1582.13000 25314.08| 1763.75000 28220.00 FIELD OFFICE, A | | | 0058 715-05048 3667.000 LFT | 4.50000 16501.50| 3.36000 12321.12| 3.93000 14411.31 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0059 715-05049 100.000 LFT | 12.75000 1275.00| 15.28000 1528.00| 12.91000 1291.00 PIPE, TYPE 4, CIRCULAR, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -11 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-05051 100.000 LFT | 15.50000 1550.00| 17.04000 1704.00| 14.53000 1453.00 PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0061 715-05052 100.000 LFT | 17.40000 1740.00| 20.65000 2065.00| 16.41000 1641.00 PIPE, TYPE 4, CIRCULAR, 12 IN | | | 0062 715-05149 365.000 LFT | 45.30000 16534.50| 29.87000 10902.55| 49.40000 18031.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0063 715-05151 1186.000 LFT | 36.00000 42696.00| 29.91000 35473.26| 34.92000 41415.12 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0064 715-05152 807.000 LFT | 39.00000 31473.00| 35.75000 28850.25| 43.54000 35136.78 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0065 715-05154 12.000 LFT | 60.50000 726.00| 53.70000 644.40| 52.06000 624.72 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0066 715-05408 106.000 LFT | 41.00000 4346.00| 50.51000 5354.06| 42.80000 4536.80 PIPE, SANITARY SEWER, 8 IN | | | 0067 715-05408 14.000 LFT | 109.50000 1533.00| 68.20000 954.80| 78.65000 1101.10 PIPE, SANITARY SEWER, 8 IN , MODIFIED | | | 0068 715-05411 12.000 LFT | 86.50000 1038.00| 79.55000 954.60| 26.90000 322.80 PIPE, SANITARY SEWER, 12 IN | | | 0069 715-05428 218.000 LFT | 161.00000 35098.00| 78.10000 17025.80| 94.99000 20707.82 PIPE, SLOTTED VANE DRAIN, 12 IN | | | 0070 715-09064 2323.000 LFT | 1.21000 2810.83| 1.24000 2880.52| 1.22000 2834.06 VIDEO INSPECTION FOR PIPE | | | 0071 715-46000 1.000 EACH | 290.00000 290.00| 556.29000 556.29| 226.71000 226.71 PIPE END SECTION, 12 IN | | | 0072 715-46020 1.000 EACH | 550.00000 550.00| 747.77000 747.77| 312.81000 312.81 PIPE END SECTION, 24 IN | | | 0073 718-04986 1.000 EACH | 650.00000 650.00| 823.56000 823.56| 738.78000 738.78 CLEANOUT , SANITARY, WITH CASTING | | | 0074 718-06532 3000.000 LFT | 0.86000 2580.00| 0.88000 2640.00| 0.97000 2910.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 331.000 CYS | 40.70000 13471.70| 41.30000 13670.30| 38.01000 12581.31 AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 3814.000 SYS | 1.76000 6712.64| 1.81000 6903.34| 1.01000 3852.14 GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-02442 2.000 EACH | 250.00000 500.00| 185.66000 371.32| 249.46000 498.92 PIPE, PLUG EXISTING | | | 0078 720-03757 3.000 EACH | 2800.00000 8400.00| 2605.10000 7815.30| 2531.33000 7593.99 MANHOLE, C15 | | | 0079 720-44000 4.000 EACH | 375.00000 1500.00| 597.85000 2391.40| 329.58000 1318.32 CASTING, ADJUST TO GRADE | | | 0080 720-45030 4.000 EACH | 1850.00000 7400.00| 1363.61000 5454.44| 1111.72000 4446.88 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -12 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-45270 1.000 EACH | 900.00000 900.00| 921.15000 921.15| 908.78000 908.78 PIPE CATCH BASIN, 18 IN | | | 0082 720-45410 15.000 EACH | 2000.00000 30000.00| 2280.11000 34201.65| 1921.44000 28821.60 MANHOLE, C4 | | | 0083 720-45410 1.000 EACH | 2700.00000 2700.00| 5072.54000 5072.54| 3381.24000 3381.24 MANHOLE, C4 , MODIFIED SANITARY | | | CONNECTION | | | 0084 720-45410 2.000 EACH | 2800.00000 5600.00| 5105.45000 10210.90| 1888.69000 3777.38 MANHOLE, C4 , SANITARY | | | 0085 720-95335 1.000 EACH | 7750.00000 7750.00| 11221.47000 11221.47| 9576.10000 9576.10 MANHOLE, M4 | | | 0086 720-97008 1.000 EACH | 2050.00000 2050.00| 2568.87000 2568.87| 2163.63000 2163.63 FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0087 720-98174 12.000 EACH | 1800.00000 21600.00| 1854.20000 22250.40| 1597.23000 19166.76 INLET, B15 | | | 0088 720-98555 18.000 EACH | 1800.00000 32400.00| 1977.89000 35602.02| 1700.87000 30615.66 INLET, C15 | | | 0089 732-02388 2.000 EACH | 7000.00000 14000.00| 7856.48000 15712.96| 5533.29000 11066.58 WATER MAIN RELOCATE, TYPE I | | | 0090 732-02388 1.000 EACH | 12500.00000 12500.00| 11789.37000 11789.37| 8666.71000 8666.71 WATER MAIN RELOCATE, TYPE II | | | 0091 732-08419 54.000 SYS | 75.00000 4050.00| 106.02000 5725.08| 44.68000 2412.72 MODULAR BLOCK WALL | | | 0092 732-08421 54.000 SYS | 195.00000 10530.00| 178.38000 9632.52| 208.57000 11262.78 MODULAR BLOCK WALL ERECTION | | | 0093 732-09111 2.000 EACH | 790.00000 1580.00| 249.42000 498.84| 1141.38000 2282.76 SERVICE SANITARY, RECONNECT | | | 0094 801-03290 2.000 EACH | 301.00000 602.00| 260.82000 521.64| 317.47000 634.94 CONSTRUCTION SIGN, C | | | 0095 801-04308 2.000 EACH | 433.50000 867.00| 439.88000 879.76| 457.37000 914.74 ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06203 3724.000 LFT | 0.47000 1750.28| 0.49000 1824.76| 0.45000 1675.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0097 801-06207 2015.000 LFT | 0.98000 1974.70| 1.07000 2156.05| 1.00000 2015.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0098 801-06218 65.000 LFT | 5.83000 378.95| 11.39000 740.35| 5.75000 373.75 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0099 801-06625 16.000 EACH | 122.40000 1958.40| 137.66000 2202.56| 121.00000 1936.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 9.000 EACH | 168.30000 1514.70| 224.60000 2021.40| 166.00000 1494.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -13 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1128289 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 801-06645 11.000 EACH | 122.40000 1346.40| 117.99000 1297.89| 120.00000 1320.00 CONSTRUCTION SIGN, B | | | 0102 801-06775 LUMP | 9101.47000 9101.47| 17040.65000 17040.65| 76621.55000 76621.55 MAINTAINING TRAFFIC | | | 0103 801-07119 120.000 LFT | 15.30000 1836.00| 26.91000 3229.20| 15.00000 1800.00 BARRICADE, III-B | | | 0104 802-05701 193.000 LFT | 15.30000 2952.90| 16.92000 3265.56| 16.00000 3088.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0105 802-09838 89.000 SFT | 25.50000 2269.50| 14.90000 1326.10| 25.00000 2225.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0106 802-09839 11.000 SFT | 61.20000 673.20| 43.88000 482.68| 60.00000 660.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | 0114 732-09111 1.000 EACH | 800.00000 800.00| 290.82000 290.82| 971.00000 971.00 SERVICE TEE-WYE, SANITARY | | | 0115 808-05929 707.000 LFT | 1.20000 848.40| 1.81000 1279.67| 1.20000 848.40 TRANSVERSE MARKING THERMOPLASTIC, | | | CROSSWALK LINE, 8" | | | 0116 808-06703 189.000 LFT | 0.40000 75.60| 0.93000 175.77| 0.42000 79.38 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0117 808-75245 3700.000 LFT | 0.40000 1480.00| 0.72000 2664.00| 0.38000 1406.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0118 808-75278 30.000 LFT | 1.81000 54.30| 5.18000 155.40| 1.90000 57.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0119 808-75297 121.000 LFT | 3.33000 402.93| 5.43000 657.03| 3.25000 393.25 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0120 808-75320 2.000 EACH | 56.10000 112.20| 93.15000 186.30| 55.00000 110.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0121 808-75325 7.000 EACH | 81.60000 571.20| 124.20000 869.40| 80.00000 560.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | SECTION TOTALS | $ 1,321,181.00| $ 1,342,240.17| $ 1,395,601.27 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,321,181.00| $ 1,342,240.17| $ 1,395,601.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -14 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 12250.00000 12250.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 200.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 325.00000 15600.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 48340.00000 48340.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 8800.00000 8800.00| | CLEARING RIGHT OF WAY | | | 0013 202-02279 3903.000 LFT | 2.85000 11123.55| | CURB AND GUTTER, REMOVE | | | 0014 202-52710 733.000 SYS | 12.75000 9345.75| | SIDEWALK, CONCRETE, REMOVE | | | 0015 202-91385 11.000 EACH | 235.00000 2585.00| | INLET, REMOVE | | | 0016 202-96133 1067.000 LFT | 11.50000 12270.50| | PIPE, REMOVE | | | 0017 203-02000 2445.000 CYS | 35.00000 85575.00| | EXCAVATION, COMMON | | | 0018 205-03371 50.000 CYS | 12.00000 600.00| | SEDIMENT, REMOVE | | | 0019 205-06933 6.000 EACH | 90.00000 540.00| | TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -15 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 3206.000 LFT | 1.20000 3847.20| | TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 18.25000 1825.00| | NO 2 STONE | | | 0022 207-08265 8882.000 SYS | 5.10000 45298.20| | SUBGRADE TREATMENT, TYPE IIA | | | 0023 207-08267 897.000 SYS | 10.25000 9194.25| | SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-02050 1775.000 CYS | 18.50000 32837.50| | B BORROW | | | 0025 211-09264 1134.000 CYS | 16.50000 18711.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0026 211-09264 131.000 CYS | 16.50000 2161.50| | STRUCTURAL BACKFILL, TYPE 1 FOR | | | SANITARY SEWER | | | 0027 211-09264 30.000 CYS | 16.50000 495.00| | STRUCTURAL BACKFILL, TYPE 1 FOR WATER | | | MAINS | | | 0028 214-07202 2665.000 SYS | 1.75000 4663.75| | GEOGRID, TYPE I | | | 0029 301-07448 27.000 TON | 16.50000 445.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-08210 300.000 TON | 27.00000 8100.00| | COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0031 304-07489 24.000 TON | 850.00000 20400.00| | HMA PATCHING, TYPE A | | | 0032 401-06264 LUMP | 1600.00000 1600.00| | PROFILOGRAPH, HMA | | | 0033 401-07327 526.000 TON | 80.00000 42080.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0034 401-07397 871.000 TON | 70.00000 60970.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0035 401-07407 1393.000 TON | 66.00000 91938.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0036 401-07423 1150.000 TON | 62.00000 71300.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0037 401-07429 1056.000 TON | 66.00000 69696.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0038 406-05520 4.000 TON | 540.00000 2160.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -16 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 604-07900 69.000 SYS | 265.00000 18285.00| | CURB RAMP, CONCRETE, F | | | 0040 604-07901 45.000 SYS | 147.00000 6615.00| | CURB RAMP, CONCRETE, G | | | 0041 604-07902 5.000 SYS | 210.00000 1050.00| | CURB RAMP, CONCRETE, H | | | 0042 604-07903 12.000 SYS | 125.00000 1500.00| | CURB RAMP, CONCRETE, K | | | 0043 604-91531 1713.000 SYS | 31.00000 53103.00| | SIDEWALK, CONCRETE, 4 IN | | | 0044 605-06120 777.000 LFT | 27.00000 20979.00| | CURB, CONCRETE | | | 0045 605-06140 3451.000 LFT | 16.50000 56941.50| | CURB AND GUTTER, CONCRETE | | | 0046 605-06235 80.000 LFT | 41.00000 3280.00| | CENTER CURB, D, CONCRETE, MODIFIED | | | 0047 610-07486 366.000 TON | 87.00000 31842.00| | HMA FOR APPROACHES, TYPE A | | | 0048 610-09108 881.000 SYS | 120.00000 105720.00| | PCCP FOR APPROACHES, 9 IN | | | 0049 615-06505 6.000 EACH | 760.00000 4560.00| | MONUMENT, B | | | 0050 616-02320 10.000 SYS | 2.40000 24.00| | GEOTEXTILES | | | 0051 616-06405 7.000 TON | 44.00000 308.00| | RIPRAP, REVETMENT | | | 0052 621-01004 4.000 EACH | 650.00000 2600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06557 125.000 LBS | 2.60000 325.00| | SEED MIXTURE, T | | | 0054 621-06565 2.000 TON | 380.00000 760.00| | MULCHING MATERIAL | | | 0055 621-06567 15.000 kGAL | 1.10000 16.50| | WATER | | | 0056 621-06575 3968.000 SYS | 2.95000 11705.60| | SODDING, NURSERY | | | 0057 628-09401 16.000 MOS | 1300.00000 20800.00| | FIELD OFFICE, A | | | 0058 715-05048 3667.000 LFT | 5.25000 19251.75| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0059 715-05049 100.000 LFT | 25.50000 2550.00| | PIPE, TYPE 4, CIRCULAR, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -17 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-05051 100.000 LFT | 29.50000 2950.00| | PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0061 715-05052 100.000 LFT | 33.00000 3300.00| | PIPE, TYPE 4, CIRCULAR, 12 IN | | | 0062 715-05149 365.000 LFT | 52.00000 18980.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0063 715-05151 1186.000 LFT | 40.00000 47440.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0064 715-05152 807.000 LFT | 35.00000 28245.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0065 715-05154 12.000 LFT | 92.00000 1104.00| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0066 715-05408 106.000 LFT | 88.00000 9328.00| | PIPE, SANITARY SEWER, 8 IN | | | 0067 715-05408 14.000 LFT | 224.00000 3136.00| | PIPE, SANITARY SEWER, 8 IN , MODIFIED | | | 0068 715-05411 12.000 LFT | 75.00000 900.00| | PIPE, SANITARY SEWER, 12 IN | | | 0069 715-05428 218.000 LFT | 120.00000 26160.00| | PIPE, SLOTTED VANE DRAIN, 12 IN | | | 0070 715-09064 2323.000 LFT | 1.30000 3019.90| | VIDEO INSPECTION FOR PIPE | | | 0071 715-46000 1.000 EACH | 200.00000 200.00| | PIPE END SECTION, 12 IN | | | 0072 715-46020 1.000 EACH | 320.00000 320.00| | PIPE END SECTION, 24 IN | | | 0073 718-04986 1.000 EACH | 575.00000 575.00| | CLEANOUT , SANITARY, WITH CASTING | | | 0074 718-06532 3000.000 LFT | 0.90000 2700.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0075 718-52610 331.000 CYS | 28.00000 9268.00| | AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 3814.000 SYS | 0.55000 2097.70| | GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-02442 2.000 EACH | 80.00000 160.00| | PIPE, PLUG EXISTING | | | 0078 720-03757 3.000 EACH | 2870.00000 8610.00| | MANHOLE, C15 | | | 0079 720-44000 4.000 EACH | 320.00000 1280.00| | CASTING, ADJUST TO GRADE | | | 0080 720-45030 4.000 EACH | 945.00000 3780.00| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -18 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 720-45270 1.000 EACH | 1660.00000 1660.00| | PIPE CATCH BASIN, 18 IN | | | 0082 720-45410 15.000 EACH | 2250.00000 33750.00| | MANHOLE, C4 | | | 0083 720-45410 1.000 EACH | 2700.00000 2700.00| | MANHOLE, C4 , MODIFIED SANITARY | | | CONNECTION | | | 0084 720-45410 2.000 EACH | 2350.00000 4700.00| | MANHOLE, C4 , SANITARY | | | 0085 720-95335 1.000 EACH | 12000.00000 12000.00| | MANHOLE, M4 | | | 0086 720-97008 1.000 EACH | 1900.00000 1900.00| | FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0087 720-98174 12.000 EACH | 2200.00000 26400.00| | INLET, B15 | | | 0088 720-98555 18.000 EACH | 2140.00000 38520.00| | INLET, C15 | | | 0089 732-02388 2.000 EACH | 6900.00000 13800.00| | WATER MAIN RELOCATE, TYPE I | | | 0090 732-02388 1.000 EACH | 10000.00000 10000.00| | WATER MAIN RELOCATE, TYPE II | | | 0091 732-08419 54.000 SYS | 61.00000 3294.00| | MODULAR BLOCK WALL | | | 0092 732-08421 54.000 SYS | 155.00000 8370.00| | MODULAR BLOCK WALL ERECTION | | | 0093 732-09111 2.000 EACH | 420.00000 840.00| | SERVICE SANITARY, RECONNECT | | | 0094 801-03290 2.000 EACH | 145.00000 290.00| | CONSTRUCTION SIGN, C | | | 0095 801-04308 2.000 EACH | 190.00000 380.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06203 3724.000 LFT | 1.30000 4841.20| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0097 801-06207 2015.000 LFT | 1.20000 2418.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0098 801-06218 65.000 LFT | 19.75000 1283.75| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0099 801-06625 16.000 EACH | 65.00000 1040.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 9.000 EACH | 120.00000 1080.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 311 -19 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -33246-A COUNTIES : RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 801-06645 11.000 EACH | 48.00000 528.00| | CONSTRUCTION SIGN, B | | | 0102 801-06775 LUMP | 6250.00000 6250.00| | MAINTAINING TRAFFIC | | | 0103 801-07119 120.000 LFT | 13.00000 1560.00| | BARRICADE, III-B | | | 0104 802-05701 193.000 LFT | 12.50000 2412.50| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0105 802-09838 89.000 SFT | 9.75000 867.75| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0106 802-09839 11.000 SFT | 10.25000 112.75| | SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | 0114 732-09111 1.000 EACH | 770.00000 770.00| | SERVICE TEE-WYE, SANITARY | | | 0115 808-05929 707.000 LFT | 1.90000 1343.30| | TRANSVERSE MARKING THERMOPLASTIC, | | | CROSSWALK LINE, 8" | | | 0116 808-06703 189.000 LFT | 0.95000 179.55| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0117 808-75245 3700.000 LFT | 0.75000 2775.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0118 808-75278 30.000 LFT | 5.45000 163.50| | TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0119 808-75297 121.000 LFT | 5.75000 695.75| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0120 808-75320 2.000 EACH | 98.00000 196.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0121 808-75325 7.000 EACH | 130.00000 910.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | SECTION TOTALS | $ 1,419,160.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,419,160.70| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 321 -1 VENDOR RANKING CALL ORDER : 321 CONTRACT ID : R -33248-A COUNTIES : WASHINGTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS COMPLETION DATE : 05/31/11 LOCATION : ALONG SR 56, 1101 AND 1105 EAST HACKBERRY STREET PROJECT(S) : 0902209 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 43,200.00 100.0000% 2 35-2155873 KINGS TRUCKING & EXCAVATION INC $ 50,741.80 117.4579% 3 35-1284281 DAN CRISTIANI EXCAVATING $ 52,320.00 121.1111% 4 35-1874009 HAUER EXCAVATING $ 52,369.60 121.2259% 5 35-2103617 BRYANS HAULING & EXCAVATING $ 54,143.00 125.3310% 6 35-1817574 YARDBERRY LANDSCAPE $ 98,224.50 227.3715% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 321 -2 TABULATION OF BIDS CALL ORDER : 321 CONTRACT ID : R -33248-A COUNTIES : WASHINGTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-2155873 |( 3 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING & |KINGS TRUCKING & EXCAVATION |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 105-08520 1.000 EACH | 110.00000 110.00| 150.00000 150.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 5.000 MOS | 55.00000 275.00| 100.00000 500.00| 100.00000 500.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 110-01001 LUMP | 1649.80000 1649.80| 2500.00000 2500.00| 1630.40000 1630.40 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-03000 LUMP | 7400.00000 7400.00| 7500.00000 7500.00| 6440.00000 6440.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 23 | | | 0010 202-03000 LUMP | 2700.00000 2700.00| 6200.00000 6200.00| 4870.00000 4870.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 25 | | | 0011 202-03000 LUMP | 8300.00000 8300.00| 8500.00000 8500.00| 10180.00000 10180.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 46 | | | 0012 202-03000 LUMP | 9195.00000 9195.00| 9500.00000 9500.00| 9970.00000 9970.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 48 | | | 0013 202-03135 1030.000 SFT | 4.59000 4727.70| 4.00000 4120.00| 4.23000 4356.90 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0014 205-04948 LUMP | 200.00000 200.00| 600.00000 600.00| 1725.00000 1725.00 TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0015 205-06933 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 125.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 811.000 LFT | 1.50000 1216.50| 1.00000 811.00| 2.30000 1865.30 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 321 -3 TABULATION OF BIDS CALL ORDER : 321 CONTRACT ID : R -33248-A COUNTIES : WASHINGTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-2155873 |( 3 ) 35-1284281 |TEMPLE & TEMPLE EXCAVATING & |KINGS TRUCKING & EXCAVATION |DAN CRISTIANI EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 621-01004 1.000 EACH | 50.00000 50.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06559 2750.000 SYS | 0.50000 1375.00| 0.50000 1375.00| 0.60000 1650.00 MULCHED SEEDING, R | | | 0019 621-06560 1432.000 SYS | 0.50000 716.00| 0.65000 930.80| 0.70000 1002.40 MULCHED SEEDING, U | | | 0020 621-06570 160.000 CYS | 20.00000 3200.00| 15.00000 2400.00| 23.00000 3680.00 TOPSOIL | | | 0021 628-09408 5.000 MOS | 110.00000 550.00| 250.00000 1250.00| 250.00000 1250.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0022 628-09409 5.000 MOS | 80.00000 400.00| 100.00000 500.00| 75.00000 375.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0023 732-09111 1.000 EACH | 120.00000 120.00| 300.00000 300.00| 250.00000 250.00 SERVICE , REMOVE, GAS | | | 0024 732-09111 1.000 EACH | 120.00000 120.00| 300.00000 300.00| 250.00000 250.00 SERVICE , REMOVE, WATER | | | 0025 801-03290 2.000 EACH | 130.00000 260.00| 200.00000 400.00| 120.00000 240.00 CONSTRUCTION SIGN, C | | | 0026 801-06640 4.000 EACH | 100.00000 400.00| 175.00000 700.00| 95.00000 380.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 30.00000 30.00| 1500.00000 1500.00| 750.00000 750.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 43,200.00| $ 50,741.80| $ 52,320.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 43,200.00| $ 50,741.80| $ 52,320.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 321 -4 TABULATION OF BIDS CALL ORDER : 321 CONTRACT ID : R -33248-A COUNTIES : WASHINGTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1874009 |( 5 ) 35-2103617 |( 6 ) 35-1817574 |HAUER EXCAVATING |BRYANS HAULING & EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 105-08520 1.000 EACH | 60.00000 60.00| 50.00000 50.00| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 5.000 MOS | 60.00000 300.00| 5.00000 25.00| 150.00000 750.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 110-01001 LUMP | 500.00000 500.00| 3000.00000 3000.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-03000 LUMP | 8340.00000 8340.00| 9500.00000 9500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 23 | | | 0010 202-03000 LUMP | 6540.00000 6540.00| 10600.00000 10600.00| 14500.00000 14500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 25 | | | 0011 202-03000 LUMP | 10540.00000 10540.00| 10600.00000 10600.00| 18000.00000 18000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 46 | | | 0012 202-03000 LUMP | 10640.00000 10640.00| 9500.00000 9500.00| 18000.00000 18000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 48 | | | 0013 202-03135 1030.000 SFT | 5.00000 5150.00| 1.00000 1030.00| 5.00000 5150.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0014 205-04948 LUMP | 750.00000 750.00| 600.00000 600.00| 2500.00000 2500.00 TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0015 205-06933 2.000 EACH | 100.00000 200.00| 20.00000 40.00| 100.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 811.000 LFT | 2.00000 1622.00| 1.00000 811.00| 3.00000 2433.00 TEMPORARY SILT FENCE | | | 0017 621-01004 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 321 -5 TABULATION OF BIDS CALL ORDER : 321 CONTRACT ID : R -33248-A COUNTIES : WASHINGTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1874009 |( 5 ) 35-2103617 |( 6 ) 35-1817574 |HAUER EXCAVATING |BRYANS HAULING & EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 621-06559 2750.000 SYS | 0.70000 1925.00| 1.00000 2750.00| 0.75000 2062.50 MULCHED SEEDING, R | | | 0019 621-06560 1432.000 SYS | 0.80000 1145.60| 1.00000 1432.00| 0.75000 1074.00 MULCHED SEEDING, U | | | 0020 621-06570 160.000 CYS | 17.50000 2800.00| 10.00000 1600.00| 30.00000 4800.00 TOPSOIL | | | 0021 628-09408 5.000 MOS | 60.00000 300.00| 50.00000 250.00| 550.00000 2750.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0022 628-09409 5.000 MOS | 70.00000 350.00| 50.00000 250.00| 150.00000 750.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0023 732-09111 1.000 EACH | 1.00000 1.00| 50.00000 50.00| 350.00000 350.00 SERVICE , REMOVE, GAS | | | 0024 732-09111 1.000 EACH | 1.00000 1.00| 50.00000 50.00| 350.00000 350.00 SERVICE , REMOVE, WATER | | | 0025 801-03290 2.000 EACH | 100.00000 200.00| 150.00000 300.00| 200.00000 400.00 CONSTRUCTION SIGN, C | | | 0026 801-06640 4.000 EACH | 100.00000 400.00| 150.00000 600.00| 200.00000 800.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 500.00000 500.00| 1000.00000 1000.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 52,369.60| $ 54,143.00| $ 98,224.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 52,369.60| $ 54,143.00| $ 98,224.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 331 -1 VENDOR RANKING CALL ORDER : 331 CONTRACT ID : R -33297-A COUNTIES : WARREN LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/15/11 LOCATION : ON US 41 FROM 0.2 MILE WEST OF SR 55 TO SR 63 PROJECT(S) : 0900191 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 1,755,634.60 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,761,053.60 100.3087% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 331 -2 TABULATION OF BIDS CALL ORDER : 331 CONTRACT ID : R -33297-A COUNTIES : WARREN LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 1995.00000 1995.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 75.00000 150.00| 100.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 100.00000 1800.00| 60.00000 1080.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 53000.00000 53000.00| 35877.91000 35877.91| MOBILIZATION AND DEMOBILIZATION | | | 0012 203-02070 40.000 CYS | 78.00000 3120.00| 26.00000 1040.00| BORROW | | | 0013 203-08607 3875.000 LFT | 2.25000 8718.75| 2.99000 11586.25| LINEAR GRADING | | | 0014 303-01180 4424.000 TON | 22.00000 97328.00| 17.46000 77243.04| COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07490 951.000 TON | 100.00000 95100.00| 104.73000 99598.23| HMA PATCHING, TYPE B | | | 0016 305-60400 958.890 TON | 27.00000 25890.03| 12.39000 11880.65| COMPACTED AGGREGATE FOR PATCHING | | | 0017 306-08042 77860.000 SYS | 1.20000 93432.00| 1.17000 91096.20| MILLING, SCARIFICATION/PROFILE | | | 0018 306-08043 2877.000 SYS | 1.20000 3452.40| 1.31000 3768.87| MILLING, TRANSITION | | | 0019 306-08432 10125.000 SYS | 1.20000 12150.00| 0.14000 1417.50| MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 331 -3 TABULATION OF BIDS CALL ORDER : 331 CONTRACT ID : R -33297-A COUNTIES : WARREN LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-06264 LUMP | 4000.00000 4000.00| 3239.23000 3239.23| PROFILOGRAPH, HMA | | | 0021 401-07321 6661.000 TON | 56.50000 376346.50| 59.42000 395796.62| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 12166.000 TON | 53.50000 650881.00| 53.89000 655625.74| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 406-05520 43.610 TON | 375.00000 16353.75| 463.98000 20234.17| ASPHALT FOR TACK COAT | | | 0024 601-02241 3100.000 LFT | 1.10000 3410.00| 3.00000 9300.00| GUARDRAIL, REMOVE | | | 0025 601-94689 8.000 EACH | 2595.00000 20760.00| 4231.67000 33853.36| GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 3075.000 LFT | 18.15000 55811.25| 15.60000 47970.00| GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0027 610-07487 1706.000 TON | 95.00000 162070.00| 91.86000 156713.16| HMA FOR APPROACHES, TYPE B | | | 0028 615-06525 3.000 EACH | 1100.00000 3300.00| 1350.00000 4050.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0029 628-09402 9.000 MOS | 2200.00000 19800.00| 2255.22000 20296.98| FIELD OFFICE, B | | | 0030 628-09407 9.000 MOS | 278.00000 2502.00| 212.00000 1908.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0031 801-03290 4.000 EACH | 215.00000 860.00| 215.00000 860.00| CONSTRUCTION SIGN, C | | | 0032 801-06203 5650.000 LFT | 0.10000 565.00| 0.42000 2373.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0033 801-06207 2825.000 LFT | 1.25000 3531.25| 1.26000 3559.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06640 22.000 EACH | 115.00000 2530.00| 115.00000 2530.00| CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP | 17200.00000 17200.00| 46941.61000 46941.61| MAINTAINING TRAFFIC | | | 0036 808-06712 4138.000 LFT | 0.10000 413.80| 0.11000 455.18| LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0037 808-06713 59547.000 LFT | 0.07000 4168.29| 0.06000 3572.82| LINE, PAINT, SOLID, WHITE, 4 IN | | | 0038 808-06714 37943.000 LFT | 0.06000 2276.58| 0.06000 2276.58| LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0039 808-06726 24.000 LFT | 17.00000 408.00| 17.00000 408.00| TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 331 -4 TABULATION OF BIDS CALL ORDER : 331 CONTRACT ID : R -33297-A COUNTIES : WARREN LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 808-75996 202.000 EACH | 11.25000 2272.50| 11.25000 2272.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 695.000 EACH | 12.70000 8826.50| 12.70000 8826.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0042 808-09381 LUMP | 1200.00000 1200.00| 1200.00000 1200.00| RETRO-REFLECTIVITY TESTING | | | SECTION TOTALS | $ 1,755,634.60| $ 1,761,053.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,755,634.60| $ 1,761,053.60| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 351 -1 VENDOR RANKING CALL ORDER : 351 CONTRACT ID : R -33326-A COUNTIES : PERRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : SLIDE CORRECTION COMPLETION DATE : 07/01/11 LOCATION : ON SR 237, 0.8 MILES NORTH OF SR 66 NEAR CANNELTON PROJECT(S) : 1005625 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE INC $ 723,642.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 941,300.00 130.0781% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 963,204.00 133.1050% 4 35-1817574 YARDBERRY LANDSCAPE $ 1,024,712.00 141.6048% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,035,485.57 143.0936% 6 35-1875662 CRIDER & CRIDER INC $ 1,170,022.05 161.6852% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 351 -2 TABULATION OF BIDS CALL ORDER : 351 CONTRACT ID : R -33326-A COUNTIES : PERRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-2040801 |( 3 ) 35-1009310 |RAGLE INC |GOHMANN ASPHALT & CONSTRUCTI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 3028.00000 3028.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 200.00000 400.00| 36.00000 72.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 14.000 MOS | 80.00000 1120.00| 120.00000 1680.00| 75.00000 1050.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 36000.00000 36000.00| 47000.00000 47000.00| 47000.00000 47000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 203-02000 1950.000 CYS | 12.00000 23400.00| 24.00000 46800.00| 38.00000 74100.00 EXCAVATION, COMMON | | | 0013 205-06937 300.000 LFT | 2.50000 750.00| 4.00000 1200.00| 2.00000 600.00 TEMPORARY SILT FENCE | | | 0014 207-08263 315.000 SYS | 29.00000 9135.00| 30.00000 9450.00| 19.20000 6048.00 SUBGRADE TREATMENT, TYPE IA | | | 0015 301-07448 40.000 TON | 26.00000 1040.00| 60.00000 2400.00| 43.00000 1720.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-01180 30.000 TON | 22.00000 660.00| 60.00000 1800.00| 56.80000 1704.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08563 210.000 SYS | 7.00000 1470.00| 25.00000 5250.00| 19.00000 3990.00 MILLING ASPHALT, 1 1/4 IN | | | 0022 402-07451 20.000 TON | 165.00000 3300.00| 160.00000 3200.00| 165.00000 3300.00 HMA WEDGE AND LEVEL, TYPE B | | | 0023 406-05520 0.500 TON | 500.00000 250.00| 450.00000 225.00| 500.00000 250.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 351 -3 TABULATION OF BIDS CALL ORDER : 351 CONTRACT ID : R -33326-A COUNTIES : PERRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-2040801 |( 3 ) 35-1009310 |RAGLE INC |GOHMANN ASPHALT & CONSTRUCTI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0024 601-06035 400.000 LFT | 20.00000 8000.00| 20.00000 8000.00| 17.00000 6800.00 GUARDRAIL, RESET | | | 0025 606-07484 320.000 LFT | 11.75000 3760.00| 17.00000 5440.00| 11.75000 3760.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0026 621-01004 1.000 EACH | 550.00000 550.00| 550.00000 550.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 200.000 SYS | 2.25000 450.00| 2.25000 450.00| 2.30000 460.00 MULCHED SEEDING, R | | | 0028 628-09402 7.000 MOS | 1500.00000 10500.00| 2000.00000 14000.00| 2115.00000 14805.00 FIELD OFFICE, B | | | 0029 628-09407 7.000 MOS | 150.00000 1050.00| 450.00000 3150.00| 215.00000 1505.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0030 715-05048 200.000 LFT | 6.00000 1200.00| 18.00000 3600.00| 11.30000 2260.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0031 718-52610 16.000 CYS | 60.00000 960.00| 60.00000 960.00| 62.00000 992.00 AGGREGATE FOR UNDERDRAINS | | | 0032 718-99153 160.000 SYS | 2.00000 320.00| 3.00000 480.00| 5.60000 896.00 GEOTEXTILES FOR UNDERDRAIN | | | 0033 731-06223 385.000 SYS | 1435.00000 552475.00| 1750.00000 673750.00| 1690.00000 650650.00 SOIL NAILED WALL | | | 0034 801-03290 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 165.00000 330.00 CONSTRUCTION SIGN, C | | | 0035 801-06198 90.000 DAY | 100.00000 9000.00| 650.00000 58500.00| 700.00000 63000.00 PATROLLER | | | 0036 801-06209 20.000 LFT | 2.00000 40.00| 3.00000 60.00| 10.00000 200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN | | | 0037 801-06640 10.000 EACH | 125.00000 1250.00| 125.00000 1250.00| 135.00000 1350.00 CONSTRUCTION SIGN, A | | | 0038 801-06710 180.000 DAY | 16.00000 2880.00| 16.00000 2880.00| 20.00000 3600.00 FLASHING ARROW SIGN | | | 0039 801-06775 LUMP | 11000.00000 11000.00| 15000.00000 15000.00| 28660.00000 28660.00 MAINTAINING TRAFFIC | | | 0040 808-06711 75.000 LFT | 1.00000 75.00| 1.00000 75.00| 3.00000 225.00 LINE, PAINT, BROKEN, WHITE, 4 IN | | | 0041 808-06713 300.000 LFT | 1.00000 300.00| 1.00000 300.00| 2.50000 750.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0042 808-75996 3.000 EACH | 5.00000 15.00| 60.00000 180.00| 295.00000 885.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 351 -4 TABULATION OF BIDS CALL ORDER : 351 CONTRACT ID : R -33326-A COUNTIES : PERRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-2040801 |( 3 ) 35-1009310 |RAGLE INC |GOHMANN ASPHALT & CONSTRUCTI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 808-75998 3.000 EACH | 65.00000 195.00| 65.00000 195.00| 595.00000 1785.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 402-07784 35.000 TON | 230.00000 8050.00| 160.00000 5600.00| 230.00000 8050.00 HMA SURFACE, TYPE D | | | 0045 402-07785 40.000 TON | 125.00000 5000.00| 130.00000 5200.00| 125.00000 5000.00 HMA INTERMEDIATE, TYPE D | | | 0046 402-07786 110.000 TON | 130.00000 14300.00| 130.00000 14300.00| 130.00000 14300.00 HMA BASE, TYPE D | | | 0047 401-07430 35.000 TON | 130.00000 4550.00| 130.00000 4550.00| 130.00000 4550.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 25. | | | 0 mm | | | SECTION TOTALS | $ 723,642.00| $ 941,300.00| $ 963,204.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 723,642.00| $ 941,300.00| $ 963,204.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 351 -5 TABULATION OF BIDS CALL ORDER : 351 CONTRACT ID : R -33326-A COUNTIES : PERRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1817574 |( 5 ) 35-1618530 |( 6 ) 35-1875662 |YARDBERRY LANDSCAPE |AMERICAN CONTRACTING & SERVI |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 15000.00000 15000.00| 8840.50000 8840.50 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 350.00000 700.00| 200.00000 400.00| 113.90000 227.80 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 14.000 MOS | 150.00000 2100.00| 100.00000 1400.00| 74.00000 1036.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 35000.00000 35000.00| 51774.27000 51774.27| 30950.00000 30950.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 203-02000 1950.000 CYS | 36.00000 70200.00| 35.00000 68250.00| 20.30000 39585.00 EXCAVATION, COMMON | | | 0013 205-06937 300.000 LFT | 4.00000 1200.00| 2.00000 600.00| 6.00000 1800.00 TEMPORARY SILT FENCE | | | 0014 207-08263 315.000 SYS | 40.00000 12600.00| 50.00000 15750.00| 25.65000 8079.75 SUBGRADE TREATMENT, TYPE IA | | | 0015 301-07448 40.000 TON | 27.00000 1080.00| 80.00000 3200.00| 32.55000 1302.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-01180 30.000 TON | 27.00000 810.00| 80.00000 2400.00| 38.70000 1161.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08563 210.000 SYS | 15.00000 3150.00| 12.95000 2719.50| 35.75000 7507.50 MILLING ASPHALT, 1 1/4 IN | | | 0022 402-07451 20.000 TON | 200.00000 4000.00| 165.00000 3300.00| 212.60000 4252.00 HMA WEDGE AND LEVEL, TYPE B | | | 0023 406-05520 0.500 TON | 500.00000 250.00| 500.00000 250.00| 644.30000 322.15 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 351 -6 TABULATION OF BIDS CALL ORDER : 351 CONTRACT ID : R -33326-A COUNTIES : PERRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1817574 |( 5 ) 35-1618530 |( 6 ) 35-1875662 |YARDBERRY LANDSCAPE |AMERICAN CONTRACTING & SERVI |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0024 601-06035 400.000 LFT | 15.00000 6000.00| 20.00000 8000.00| 25.75000 10300.00 GUARDRAIL, RESET | | | 0025 606-07484 320.000 LFT | 10.00000 3200.00| 11.75000 3760.00| 19.35000 6192.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0026 621-01004 1.000 EACH | 500.00000 500.00| 550.00000 550.00| 980.00000 980.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 200.000 SYS | 2.00000 400.00| 2.25000 450.00| 19.94000 3988.00 MULCHED SEEDING, R | | | 0028 628-09402 7.000 MOS | 2300.00000 16100.00| 3000.00000 21000.00| 2122.50000 14857.50 FIELD OFFICE, B | | | 0029 628-09407 7.000 MOS | 550.00000 3850.00| 500.00000 3500.00| 569.30000 3985.10 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0030 715-05048 200.000 LFT | 40.00000 8000.00| 20.00000 4000.00| 9.70000 1940.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0031 718-52610 16.000 CYS | 75.00000 1200.00| 130.00000 2080.00| 49.80000 796.80 AGGREGATE FOR UNDERDRAINS | | | 0032 718-99153 160.000 SYS | 7.00000 1120.00| 6.00000 960.00| 1.35000 216.00 GEOTEXTILES FOR UNDERDRAIN | | | 0033 731-06223 385.000 SYS | 1885.00000 725725.00| 1840.00000 708400.00| 2304.50000 887232.50 SOIL NAILED WALL | | | 0034 801-03290 2.000 EACH | 260.00000 520.00| 195.00000 390.00| 251.30000 502.60 CONSTRUCTION SIGN, C | | | 0035 801-06198 90.000 DAY | 320.00000 28800.00| 500.00000 45000.00| 872.10000 78489.00 PATROLLER | | | 0036 801-06209 20.000 LFT | 10.00000 200.00| 2.00000 40.00| 2.60000 52.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN | | | 0037 801-06640 10.000 EACH | 200.00000 2000.00| 125.00000 1250.00| 161.10000 1611.00 CONSTRUCTION SIGN, A | | | 0038 801-06710 180.000 DAY | 50.00000 9000.00| 46.86000 8434.80| 20.60000 3708.00 FLASHING ARROW SIGN | | | 0039 801-06775 LUMP | 35000.00000 35000.00| 30000.00000 30000.00| 8160.00000 8160.00 MAINTAINING TRAFFIC | | | 0040 808-06711 75.000 LFT | 7.00000 525.00| 1.00000 75.00| 1.30000 97.50 LINE, PAINT, BROKEN, WHITE, 4 IN | | | 0041 808-06713 300.000 LFT | 7.00000 2100.00| 1.00000 300.00| 1.30000 390.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0042 808-75996 3.000 EACH | 100.00000 300.00| 50.00000 150.00| 32.20000 96.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 351 -7 TABULATION OF BIDS CALL ORDER : 351 CONTRACT ID : R -33326-A COUNTIES : PERRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1817574 |( 5 ) 35-1618530 |( 6 ) 35-1875662 |YARDBERRY LANDSCAPE |AMERICAN CONTRACTING & SERVI |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 808-75998 3.000 EACH | 250.00000 750.00| 65.00000 195.00| 83.75000 251.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 402-07784 35.000 TON | 275.00000 9625.00| 230.00000 8050.00| 296.40000 10374.00 HMA SURFACE, TYPE D | | | 0045 402-07785 40.000 TON | 200.00000 8000.00| 125.00000 5000.00| 161.10000 6444.00 HMA INTERMEDIATE, TYPE D | | | 0046 402-07786 110.000 TON | 120.00000 13200.00| 130.00000 14300.00| 167.50000 18425.00 HMA BASE, TYPE D | | | 0047 401-07430 35.000 TON | 200.00000 7000.00| 130.00000 4550.00| 167.50000 5862.50 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 25. | | | 0 mm | | | SECTION TOTALS | $ 1,024,712.00| $ 1,035,485.57| $ 1,170,022.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,024,712.00| $ 1,035,485.57| $ 1,170,022.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 401 -1 VENDOR RANKING CALL ORDER : 401 CONTRACT ID : RS-30076-A COUNTIES : PULASKI LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/29/11 LOCATION : ON US 421 FROM SR 114 TO SR 14 PROJECT(S) : 0500281 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 1,195,892.85 100.0000% 2 35-1139301 E & B PAVING INC $ 1,243,764.50 104.0030% 3 35-0997978 PHEND & BROWN INC $ 1,388,800.00 116.1308% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,454,881.44 121.6565% 5 35-1621699 CENTRAL PAVING INC $ 1,644,723.87 137.5310% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 401 -2 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : RS-30076-A COUNTIES : PULASKI LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |WALSH & KELLY INC |E & B PAVING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1800.00000 1800.00| 2300.00000 2300.00| 1317.24000 1317.24 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 60.00000 120.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 16.000 MOS | 70.00000 1120.00| 60.00000 960.00| 50.00000 800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 53500.00000 53500.00| 60400.00000 60400.00| 69400.00000 69400.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-93741 2.000 EACH | 350.00000 700.00| 400.00000 800.00| 850.00000 1700.00 GUARDRAIL END TREATMENT, REMOVE | | | 0013 203-08607 300.000 LFT | 5.00000 1500.00| 3.00000 900.00| 10.00000 3000.00 LINEAR GRADING | | | 0014 211-02050 3000.000 CYS | 0.01000 30.00| 0.01000 30.00| 0.01000 30.00 B BORROW | | | 0015 304-07491 100.000 TON | 130.00000 13000.00| 150.00000 15000.00| 115.00000 11500.00 HMA PATCHING, TYPE C | | | 0016 306-08034 89736.000 SYS | 0.40000 35894.40| 0.10000 8973.60| 0.01000 897.36 MILLING, ASPHALT, 1 1/2 IN | | | 0017 306-08043 1280.000 SYS | 1.00000 1280.00| 0.10000 128.00| 0.01000 12.80 MILLING, TRANSITION | | | 0018 306-08432 9140.000 SYS | 1.50000 13710.00| 0.10000 914.00| 0.01000 91.40 MILLING, APPROACH | | | 0019 401-06264 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 401 -3 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : RS-30076-A COUNTIES : PULASKI LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |WALSH & KELLY INC |E & B PAVING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07328 7410.000 TON | 52.50000 389025.00| 55.00000 407550.00| 66.00000 489060.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07379 9880.000 TON | 40.00000 395200.00| 55.00000 543400.00| 58.00000 573040.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0022 406-05520 48.000 TON | 500.00000 24000.00| 50.00000 2400.00| 1.00000 48.00 ASPHALT FOR TACK COAT | | | 0023 601-08434 2.000 EACH | 1400.00000 2800.00| 1300.00000 2600.00| 1300.00000 2600.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0024 601-94689 2.000 EACH | 3145.00000 6290.00| 2700.00000 5400.00| 4200.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 225.000 LFT | 21.20000 4770.00| 20.00000 4500.00| 20.00000 4500.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0026 610-07488 1760.000 TON | 70.00000 123200.00| 45.00000 79200.00| 57.00000 100320.00 HMA FOR APPROACHES, TYPE C | | | 0027 621-03787 14.000 LBS | 213.55000 2989.70| 100.00000 1400.00| 213.55000 2989.70 SEED MIXTURE, D | | | 0028 628-09402 8.000 MOS | 2400.00000 19200.00| 1200.00000 9600.00| 2000.00000 16000.00 FIELD OFFICE, B | | | 0029 628-09407 1.000 MOS | 300.00000 300.00| 800.00000 800.00| 200.00000 200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0030 715-05169 65.000 LFT | 45.00000 2925.00| 100.00000 6500.00| 88.00000 5720.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0031 720-06525 11.000 EACH | 300.00000 3300.00| 400.00000 4400.00| 550.00000 6050.00 CASTING, ADJUST TO GRADE, MONUMENT | | | 0032 725-06857 60.000 LFT | 110.00000 6600.00| 100.00000 6000.00| 110.00000 6600.00 PIPE LINER, THERMOPLASTIC, 24 IN | | | 0033 725-06858 60.000 LFT | 195.80000 11748.00| 178.00000 10680.00| 195.80000 11748.00 PIPE LINER, THERMOPLASTIC, 36 IN | | | 0034 725-06866 300.000 LFT | 49.50000 14850.00| 45.00000 13500.00| 49.50000 14850.00 PIPE LINER, THERMOPLASTIC, 15 IN | | | 0035 725-06867 60.000 LFT | 80.54000 4832.40| 73.22000 4393.20| 80.54000 4832.40 PIPE LINER, THERMOPLASTIC, 18 IN | | | 0036 725-06870 60.000 LFT | 130.35000 7821.00| 118.50000 7110.00| 130.35000 7821.00 PIPE LINER, THERMOPLASTIC, 30 IN | | | 0037 801-03290 2.000 EACH | 93.00000 186.00| 101.00000 202.00| 93.00000 186.00 CONSTRUCTION SIGN, C | | | 0038 801-06203 6730.000 LFT | 0.10000 673.00| 0.15000 1009.50| 0.15000 1009.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 3365.000 LFT | 0.85000 2860.25| 1.08000 3634.20| 1.60000 5384.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 401 -4 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : RS-30076-A COUNTIES : PULASKI LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |WALSH & KELLY INC |E & B PAVING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 801-06640 33.000 EACH | 82.00000 2706.00| 101.00000 3333.00| 82.00000 2706.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 12500.00000 12500.00| 1500.00000 1500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0042 804-06771 18.000 EACH | 21.95000 395.10| 22.00000 396.00| 21.95000 395.10 DELINEATOR POST, FLEXIBLE | | | 0043 808-10033 68130.000 LFT | 0.25000 17032.50| 0.25000 17032.50| 0.25000 17032.50 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0044 808-10034 2950.000 LFT | 0.25000 737.50| 0.25000 737.50| 0.25000 737.50 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0045 808-10036 8640.000 LFT | 0.25000 2160.00| 0.25000 2160.00| 0.25000 2160.00 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0046 808-10051 30.000 LFT | 10.00000 300.00| 10.00000 300.00| 10.00000 300.00 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0047 808-75996 450.000 EACH | 7.00000 3150.00| 6.32000 2844.00| 0.01000 4.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 450.000 EACH | 18.00000 8100.00| 17.00000 7650.00| 17.00000 7650.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,195,892.85| $ 1,243,764.50| $ 1,388,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,195,892.85| $ 1,243,764.50| $ 1,388,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 401 -5 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : RS-30076-A COUNTIES : PULASKI LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1621699 |( ) |RIETH RILEY CONSTRUCTION |CENTRAL PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2950.00000 2950.00| 2100.00000 2100.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 100.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 16.000 MOS | 60.00000 960.00| 75.00000 1200.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 16765.80000 16765.80| 136736.00000 136736.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-93741 2.000 EACH | 540.00000 1080.00| 540.00000 1080.00| GUARDRAIL END TREATMENT, REMOVE | | | 0013 203-08607 300.000 LFT | 1.15000 345.00| 3.50000 1050.00| LINEAR GRADING | | | 0014 211-02050 3000.000 CYS | 1.12000 3360.00| 0.01000 30.00| B BORROW | | | 0015 304-07491 100.000 TON | 364.10000 36410.00| 80.00000 8000.00| HMA PATCHING, TYPE C | | | 0016 306-08034 89736.000 SYS | 0.32000 28715.52| 0.17000 15255.12| MILLING, ASPHALT, 1 1/2 IN | | | 0017 306-08043 1280.000 SYS | 0.35000 448.00| 0.01000 12.80| MILLING, TRANSITION | | | 0018 306-08432 9140.000 SYS | 1.47000 13435.80| 0.17000 1553.80| MILLING, APPROACH | | | 0019 401-06264 LUMP | 3457.63000 3457.63| 4500.00000 4500.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 401 -6 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : RS-30076-A COUNTIES : PULASKI LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1621699 |( ) |RIETH RILEY CONSTRUCTION |CENTRAL PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07328 7410.000 TON | 60.45000 447934.50| 69.75000 516847.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07379 9880.000 TON | 55.39000 547253.20| 68.75000 679250.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0022 406-05520 48.000 TON | 461.13000 22134.24| 450.00000 21600.00| ASPHALT FOR TACK COAT | | | 0023 601-08434 2.000 EACH | 775.00000 1550.00| 775.00000 1550.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0024 601-94689 2.000 EACH | 4345.94000 8691.88| 3160.00000 6320.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 225.000 LFT | 18.00000 4050.00| 18.00000 4050.00| GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0026 610-07488 1760.000 TON | 84.47000 148667.20| 54.50000 95920.00| HMA FOR APPROACHES, TYPE C | | | 0027 621-03787 14.000 LBS | 213.55000 2989.70| 213.55000 2989.70| SEED MIXTURE, D | | | 0028 628-09402 8.000 MOS | 2374.89000 18999.12| 2000.00000 16000.00| FIELD OFFICE, B | | | 0029 628-09407 1.000 MOS | 224.00000 224.00| 500.00000 500.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0030 715-05169 65.000 LFT | 49.39000 3210.35| 81.50000 5297.50| PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0031 720-06525 11.000 EACH | 1325.00000 14575.00| 675.00000 7425.00| CASTING, ADJUST TO GRADE, MONUMENT | | | 0032 725-06857 60.000 LFT | 110.00000 6600.00| 110.00000 6600.00| PIPE LINER, THERMOPLASTIC, 24 IN | | | 0033 725-06858 60.000 LFT | 196.00000 11760.00| 195.80000 11748.00| PIPE LINER, THERMOPLASTIC, 36 IN | | | 0034 725-06866 300.000 LFT | 49.50000 14850.00| 49.50000 14850.00| PIPE LINER, THERMOPLASTIC, 15 IN | | | 0035 725-06867 60.000 LFT | 81.00000 4860.00| 80.54000 4832.40| PIPE LINER, THERMOPLASTIC, 18 IN | | | 0036 725-06870 60.000 LFT | 131.00000 7860.00| 130.35000 7821.00| PIPE LINER, THERMOPLASTIC, 30 IN | | | 0037 801-03290 2.000 EACH | 110.00000 220.00| 93.00000 186.00| CONSTRUCTION SIGN, C | | | 0038 801-06203 6730.000 LFT | 0.42000 2826.60| 0.24000 1615.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 3365.000 LFT | 1.22000 4105.30| 1.05000 3533.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 401 -7 TABULATION OF BIDS CALL ORDER : 401 CONTRACT ID : RS-30076-A COUNTIES : PULASKI LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1621699 |( ) |RIETH RILEY CONSTRUCTION |CENTRAL PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 801-06640 33.000 EACH | 99.00000 3267.00| 82.00000 2706.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 42720.10000 42720.10| 34500.00000 34500.00| MAINTAINING TRAFFIC | | | 0042 804-06771 18.000 EACH | 52.00000 936.00| 21.95000 395.10| DELINEATOR POST, FLEXIBLE | | | 0043 808-10033 68130.000 LFT | 0.25000 17032.50| 0.25000 17032.50| LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0044 808-10034 2950.000 LFT | 0.25000 737.50| 0.25000 737.50| LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0045 808-10036 8640.000 LFT | 0.25000 2160.00| 0.25000 2160.00| LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0046 808-10051 30.000 LFT | 10.00000 300.00| 10.00000 300.00| TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0047 808-75996 450.000 EACH | 0.10000 45.00| 0.10000 45.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 450.000 EACH | 13.75000 6187.50| 13.75000 6187.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,454,881.44| $ 1,644,723.87| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,454,881.44| $ 1,644,723.87| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 411 -1 VENDOR RANKING CALL ORDER : 411 CONTRACT ID : RS-30790-A COUNTIES : FRANKLIN RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SURFACE TREATMENT, CHIP SEAL COMPLETION DATE : 09/16/11 LOCATION : ON US 52 FROM SR 3 TO SR 244 PROJECT(S) : 0800149 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 PAUL H ROHE COMPANY $ 395,116.75 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 496,420.75 125.6390% 3 35-0997978 PHEND & BROWN INC $ 582,024.75 147.3045% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 597,980.25 151.3427% 5 35-1917625 MILESTONE CONTRACTORS LP $ 656,888.75 166.2518% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 411 -2 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : RS-30790-A COUNTIES : FRANKLIN RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-0997978 |PAUL H ROHE COMPANY |DAVE OMARA CONTRACTOR INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, CHIP SEAL | | | 0001 105-06845 LUMP | 1500.00000 1500.00| 2900.00000 2900.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 9200.00000 9200.00| 24000.00000 24000.00| 56581.00000 56581.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 110-01001 LUMP | 2150.00000 2150.00| 1000.00000 1000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION , FOR | | | CRACK SEALING | | | 0009 303-07449 600.000 TON | 25.00000 15000.00| 15.00000 9000.00| 20.00000 12000.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 225.000 TON | 95.00000 21375.00| 175.00000 39375.00| 200.00000 45000.00 HMA PATCHING, TYPE B | | | 0012 408-07504 20.000 TON | 1000.00000 20000.00| 850.00000 17000.00| 700.00000 14000.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0013 412-09355 196775.000 SYS | 0.26000 51161.50| 0.48000 94452.00| 0.35000 68871.25 FOG SEAL | | | 0014 801-03290 2.000 EACH | 209.00000 418.00| 150.00000 300.00| 164.00000 328.00 CONSTRUCTION SIGN, C | | | 0015 801-06207 5900.000 LFT | 1.50000 8850.00| 1.00000 5900.00| 1.20000 7080.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 42.000 EACH | 92.00000 3864.00| 100.00000 4200.00| 145.00000 6090.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 180.000 DAY | 6.00000 1080.00| 5.00000 900.00| 1.00000 180.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP | 21000.00000 21000.00| 25000.00000 25000.00| 31000.00000 31000.00 MAINTAINING TRAFFIC | | | 0019 808-06712 12200.000 LFT | 0.11000 1342.00| 0.10000 1220.00| 0.06000 732.00 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 411 -3 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : RS-30790-A COUNTIES : FRANKLIN RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-0997978 |PAUL H ROHE COMPANY |DAVE OMARA CONTRACTOR INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 808-06713 138000.000 LFT | 0.05000 6900.00| 0.10000 13800.00| 0.06000 8280.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0021 808-06714 39500.000 LFT | 0.06000 2370.00| 0.10000 3950.00| 0.06000 2370.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0022 808-75996 1100.000 EACH | 0.10000 110.00| 4.50000 4950.00| 5.00000 5500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 404-10137 196775.000 SYS | 1.15000 226291.25| 1.25000 245968.75| 1.30000 255807.50 SEAL COAT, 2P | | | 0024 808-09381 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 1200.00000 1200.00 RETRO-REFLECTIVITY TESTING | | | SECTION TOTALS | $ 395,116.75| $ 496,420.75| $ 582,024.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 395,116.75| $ 496,420.75| $ 582,024.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 411 -4 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : RS-30790-A COUNTIES : FRANKLIN RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, CHIP SEAL | | | 0001 105-06845 LUMP | 2900.00000 2900.00| 1700.00000 1700.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 23000.00000 23000.00| 32500.00000 32500.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 110-01001 LUMP | 10000.00000 10000.00| 8000.00000 8000.00| MOBILIZATION AND DEMOBILIZATION , FOR | | | CRACK SEALING | | | 0009 303-07449 600.000 TON | 57.00000 34200.00| 12.90000 7740.00| COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 225.000 TON | 225.00000 50625.00| 240.00000 54000.00| HMA PATCHING, TYPE B | | | 0012 408-07504 20.000 TON | 3000.00000 60000.00| 3500.00000 70000.00| CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0013 412-09355 196775.000 SYS | 0.30000 59032.50| 0.44000 86581.00| FOG SEAL | | | 0014 801-03290 2.000 EACH | 209.00000 418.00| 220.00000 440.00| CONSTRUCTION SIGN, C | | | 0015 801-06207 5900.000 LFT | 1.50000 8850.00| 1.40000 8260.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 42.000 EACH | 92.00000 3864.00| 96.50000 4053.00| CONSTRUCTION SIGN, A | | | 0017 801-06710 180.000 DAY | 6.00000 1080.00| 6.00000 1080.00| FLASHING ARROW SIGN | | | 0018 801-06775 LUMP | 35000.00000 35000.00| 36789.00000 36789.00| MAINTAINING TRAFFIC | | | 0019 808-06712 12200.000 LFT | 0.11000 1342.00| 0.11000 1342.00| LINE, PAINT, BROKEN, YELLOW, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 411 -5 TABULATION OF BIDS CALL ORDER : 411 CONTRACT ID : RS-30790-A COUNTIES : FRANKLIN RUSH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 808-06713 138000.000 LFT | 0.05000 6900.00| 0.07000 9660.00| LINE, PAINT, SOLID, WHITE, 4 IN | | | 0021 808-06714 39500.000 LFT | 0.06000 2370.00| 0.08000 3160.00| LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0022 808-75996 1100.000 EACH | 10.70000 11770.00| 5.00000 5500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 404-10137 196775.000 SYS | 1.45000 285323.75| 1.65000 324678.75| SEAL COAT, 2P | | | 0024 808-09381 LUMP | 1300.00000 1300.00| 1400.00000 1400.00| RETRO-REFLECTIVITY TESTING | | | SECTION TOTALS | $ 597,980.25| $ 656,888.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 597,980.25| $ 656,888.75| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 421 -1 VENDOR RANKING CALL ORDER : 421 CONTRACT ID : RS-33256-A COUNTIES : JAY RANDOLPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SURFACE TREATMENT, ULTRATHIN BONDED WEARING COURSE COMPLETION DATE : 08/12/11 LOCATION : ON SR 1 FROM SR 28 TO 3.35 MILES NORTH OF SR 28 PROJECT(S) : 1000058 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 290,940.50 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 336,964.36 115.8190% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 357,715.34 122.9514% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 421 -2 TABULATION OF BIDS CALL ORDER : 421 CONTRACT ID : RS-33256-A COUNTIES : JAY RANDOLPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1145884 |( 3 ) 35-1065659 |E & B PAVING INC |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, ULTRATHIN BONDED WEARING COURSE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 700.00000 700.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 1.00000 2.00| 100.00000 200.00| 80.00000 160.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 80.00000 640.00| 87.00000 696.00| 36.00000 288.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 38350.00000 38350.00| 16800.00000 16800.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 303-07449 432.000 TON | 25.00000 10800.00| 22.40000 9676.80| 29.02000 12536.64 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 190.000 TON | 117.00000 22230.00| 75.00000 14250.00| 113.64000 21591.60 HMA PATCHING, TYPE B | | | 0013 306-08042 55050.000 SYS | 0.30000 16515.00| 0.25000 13762.50| 0.59000 32479.50 MILLING, SCARIFICATION/PROFILE | | | 0014 306-08043 300.000 SYS | 0.30000 90.00| 0.25000 75.00| 0.01000 3.00 MILLING, TRANSITION | | | 0015 306-08432 600.000 SYS | 4.00000 2400.00| 0.25000 150.00| 0.01000 6.00 MILLING, APPROACH | | | 0016 402-09325 55650.000 SYS | 2.75000 153037.50| 4.55000 253207.50| 4.48000 249312.00 ULTRATHIN BONDED WEARING COURSE , 9.5 m | | | 0017 628-09408 4.000 MOS | 231.00000 924.00| 375.00000 1500.00| 231.00000 924.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0018 628-09409 4.000 MOS | 60.00000 240.00| 70.00000 280.00| 82.00000 328.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0019 801-03290 2.000 EACH | 229.00000 458.00| 229.00000 458.00| 229.00000 458.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 421 -3 TABULATION OF BIDS CALL ORDER : 421 CONTRACT ID : RS-33256-A COUNTIES : JAY RANDOLPH LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1145884 |( 3 ) 35-1065659 |E & B PAVING INC |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06207 4400.000 LFT | 0.25000 1100.00| 0.01000 44.00| 0.01000 44.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 16.000 EACH | 119.00000 1904.00| 119.00000 1904.00| 119.00000 1904.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 25000.00000 25000.00| 10500.00000 10500.00| 9150.67000 9150.67 MAINTAINING TRAFFIC | | | 0023 808-06712 3475.000 LFT | 0.15000 521.25| 0.15000 521.25| 0.15000 521.25 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0024 808-06713 35400.000 LFT | 0.08000 2832.00| 0.08000 2832.00| 0.08000 2832.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0025 808-06714 13410.000 LFT | 0.08000 1072.80| 0.08000 1072.80| 0.07000 938.70 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0026 808-75996 343.000 EACH | 2.98000 1022.14| 5.70000 1955.10| 2.79000 956.97 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 343.000 EACH | 13.87000 4757.41| 13.87000 4757.41| 13.87000 4757.41 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0028 801-06203 1760.000 LFT | 0.59000 1038.40| 0.35000 616.00| 0.01000 17.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 808-09381 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 RETRO-REFLECTIVITY TESTING | | | SECTION TOTALS | $ 290,940.50| $ 336,964.36| $ 357,715.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 290,940.50| $ 336,964.36| $ 357,715.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 431 -1 VENDOR RANKING CALL ORDER : 431 CONTRACT ID : RS-33257-A COUNTIES : FAYETTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 09/02/11 LOCATION : ON SR 1 FROM FRANKLIN/FAYETTE COUNTY LINE TO CONNERSVILLE PROJECT(S) : 1000059 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2688853 STRAWSER CONSTRUCTION INC $ 605,749.75 100.0000% 2 26-2885272 PAVEMENT MAINTENANCE SYSTEMS LLC $ 663,566.39 109.5446% 3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 733,384.08 121.0705% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 431 -2 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : RS-33257-A COUNTIES : FAYETTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 26-2688853 |( 2 ) 26-2885272 |( 3 ) 35-1004746 |STRAWSER CONSTRUCTION INC |PAVEMENT MAINTENANCE SYSTEMS |TEMPLE & TEMPLE EXCAVATING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICROSURFACE | | | 0001 105-06845 LUMP | 2100.00000 2100.00| 3450.00000 3450.00| 3800.00000 3800.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 125.00000 250.00| 115.00000 230.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 50.00000 500.00| 70.00000 700.00| 55.00000 550.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 34831.00000 34831.00| 29713.00000 29713.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 110-01001 LUMP | 100.00000 100.00| 1000.00000 1000.00| 1850.00000 1850.00 MOBILIZATION AND DEMOBILIZATION , FOR | | | CRACK SEAL | | | 0012 303-07449 300.000 TON | 21.00000 6300.00| 16.60000 4980.00| 45.00000 13500.00 COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07490 66.000 TON | 350.00000 23100.00| 320.00000 21120.00| 250.00000 16500.00 HMA PATCHING, TYPE B | | | 0014 408-07504 5.000 TON | 5000.00000 25000.00| 4500.00000 22500.00| 6000.00000 30000.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0015 411-09521 143500.000 SYS | 3.06000 439110.00| 3.28000 470680.00| 3.70000 530950.00 MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0016 628-09402 5.000 MOS | 1200.00000 6000.00| 1490.00000 7450.00| 1840.00000 9200.00 FIELD OFFICE, B | | | 0017 628-09407 5.000 MOS | 230.00000 1150.00| 200.00000 1000.00| 115.00000 575.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 431 -3 TABULATION OF BIDS CALL ORDER : 431 CONTRACT ID : RS-33257-A COUNTIES : FAYETTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 26-2688853 |( 2 ) 26-2885272 |( 3 ) 35-1004746 |STRAWSER CONSTRUCTION INC |PAVEMENT MAINTENANCE SYSTEMS |TEMPLE & TEMPLE EXCAVATING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-03290 2.000 EACH | 100.00000 200.00| 200.00000 400.00| 172.00000 344.00 CONSTRUCTION SIGN, C | | | 0019 801-06207 4300.000 LFT | 1.38000 5934.00| 0.62000 2666.00| 1.38000 5934.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 36.000 EACH | 100.00000 3600.00| 100.00000 3600.00| 140.00000 5040.00 CONSTRUCTION SIGN, A | | | 0021 801-06710 150.000 DAY | 18.00000 2700.00| 7.00000 1050.00| 10.00000 1500.00 FLASHING ARROW SIGN | | | 0022 801-06775 LUMP | 32392.00000 32392.00| 36110.00000 36110.00| 51235.00000 51235.00 MAINTAINING TRAFFIC | | | 0023 808-06712 4622.000 LFT | 0.11000 508.42| 0.10000 462.20| 0.11000 508.42 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0024 808-06713 86100.000 LFT | 0.11000 9471.00| 0.08000 6888.00| 0.11000 9471.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0025 808-06714 62300.000 LFT | 0.11000 6853.00| 0.06000 3738.00| 0.11000 6853.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0026 808-06716 153111.000 LFT | 0.03000 4593.33| 0.29000 44402.19| 0.06000 9186.66 LINE, REMOVE | | | 0027 808-09381 LUMP | 1100.00000 1100.00| 1400.00000 1400.00| 1150.00000 1150.00 RETRO-REFLECTIVITY TESTING | | | 0028 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | SECTION TOTALS | $ 605,749.75| $ 663,566.39| $ 733,384.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 605,749.75| $ 663,566.39| $ 733,384.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 441 -1 VENDOR RANKING CALL ORDER : 441 CONTRACT ID : RS-33287-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 07/29/11 LOCATION : ON SR 38 FROM SR 9 TO SR 109 PROJECT(S) : 1000060 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2885272 PAVEMENT MAINTENANCE SYSTEMS LLC $ 502,749.98 100.0000% 2 26-2688853 STRAWSER CONSTRUCTION INC $ 515,101.86 102.4569% 3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 525,426.50 104.5105% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 441 -2 TABULATION OF BIDS CALL ORDER : 441 CONTRACT ID : RS-33287-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 26-2885272 |( 2 ) 26-2688853 |( 3 ) 35-1004746 |PAVEMENT MAINTENANCE SYSTEMS |STRAWSER CONSTRUCTION INC |TEMPLE & TEMPLE EXCAVATING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICROSURFACE | | | 0001 105-06845 LUMP | 2470.00000 2470.00| 1550.00000 1550.00| 2765.00000 2765.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 24425.00000 24425.00| 31981.00000 31981.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 303-07449 200.000 TON | 55.60000 11120.00| 70.00000 14000.00| 63.00000 12600.00 COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 175.000 TON | 139.00000 24325.00| 265.00000 46375.00| 230.00000 40250.00 HMA PATCHING, TYPE B | | | 0010 408-07504 12.000 TON | 3050.00000 36600.00| 3390.00000 40680.00| 3578.00000 42936.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0011 411-09521 100000.000 SYS | 3.11000 311000.00| 3.35000 335000.00| 3.34000 334000.00 MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0012 801-03290 2.000 EACH | 215.00000 430.00| 170.00000 340.00| 190.00000 380.00 CONSTRUCTION SIGN, C | | | 0013 801-06640 18.000 EACH | 110.00000 1980.00| 120.00000 2160.00| 130.00000 2340.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP | 32389.12000 32389.12| 15661.00000 15661.00| 31700.00000 31700.00 MAINTAINING TRAFFIC | | | 0015 808-06712 5000.000 LFT | 0.13000 650.00| 0.11000 550.00| 0.11000 550.00 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0016 808-06713 60100.000 LFT | 0.08000 4808.00| 0.11000 6611.00| 0.11000 6611.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0017 808-06714 28600.000 LFT | 0.08000 2288.00| 0.11000 3146.00| 0.11000 3146.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0018 808-06716 93650.000 LFT | 0.35000 32777.50| 0.03000 2809.50| 0.07000 6555.50 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 441 -3 TABULATION OF BIDS CALL ORDER : 441 CONTRACT ID : RS-33287-A COUNTIES : MADISON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 26-2885272 |( 2 ) 26-2688853 |( 3 ) 35-1004746 |PAVEMENT MAINTENANCE SYSTEMS |STRAWSER CONSTRUCTION INC |TEMPLE & TEMPLE EXCAVATING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 808-75996 616.000 EACH | 7.18000 4422.88| 5.03000 3098.48| 9.00000 5544.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 616.000 EACH | 16.03000 9874.48| 15.43000 9504.88| 15.00000 9240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0023 808-75297 19.000 LFT | 36.00000 684.00| 16.00000 304.00| 17.00000 323.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0024 808-75274 100.000 LFT | 12.00000 1200.00| 3.25000 325.00| 3.40000 340.00 TRANSVERSE MARKING THERMOPLASTIC SOLID | | | YELLOW CROSSHATCH LINE, 8" | | | 0025 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0026 808-09381 LUMP | 1300.00000 1300.00| 1000.00000 1000.00| 1140.00000 1140.00 RETRO-REFLECTIVITY TESTING | | | SECTION TOTALS | $ 502,749.98| $ 515,101.86| $ 525,426.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 502,749.98| $ 515,101.86| $ 525,426.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 461 -1 VENDOR RANKING CALL ORDER : 461 CONTRACT ID : RS-33361-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 06/30/11 LOCATION : ON US 421 FROM US 24 TO SR 16 (BROADWAY STREET) PROJECT(S) : 1005841 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2688853 STRAWSER CONSTRUCTION INC $ 767,407.16 100.0000% 2 43-1878237 MICRO SURFACING INC $ 796,598.85 103.8039% 3 26-2885272 PAVEMENT MAINTENANCE SYSTEMS LLC $ 839,308.08 109.3693% 4 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 903,555.08 117.7413% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 461 -2 TABULATION OF BIDS CALL ORDER : 461 CONTRACT ID : RS-33361-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 26-2688853 |( 2 ) 43-1878237 |( 3 ) 26-2885272 |STRAWSER CONSTRUCTION INC |MICRO SURFACING INC |PAVEMENT MAINTENANCE SYSTEMS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICRSURFACE | | | 0001 105-06845 LUMP | 2100.00000 2100.00| 5500.00000 5500.00| 3170.00000 3170.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 500.00000 1000.00| 125.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 50.00000 400.00| 500.00000 4000.00| 70.00000 560.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 39443.00000 39443.00| 30000.00000 30000.00| 25170.00000 25170.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 304-07491 250.000 TON | 275.00000 68750.00| 239.52000 59880.00| 270.00000 67500.00 HMA PATCHING, TYPE C | | | 0012 408-07504 20.000 TON | 2700.00000 54000.00| 3075.00000 61500.00| 2700.00000 54000.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0013 411-09521 157740.000 SYS | 2.84000 447981.60| 3.09000 487416.60| 3.41000 537893.40 MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0014 628-09401 4.000 MOS | 1200.00000 4800.00| 1200.00000 4800.00| 1680.00000 6720.00 FIELD OFFICE, A | | | 0015 628-09407 4.000 MOS | 230.00000 920.00| 500.00000 2000.00| 200.00000 800.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0016 801-03290 6.000 EACH | 100.00000 600.00| 89.00000 534.00| 125.00000 750.00 CONSTRUCTION SIGN, C | | | 0017 801-06207 4500.000 LFT | 1.32000 5940.00| 0.75000 3375.00| 0.68000 3060.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 461 -3 TABULATION OF BIDS CALL ORDER : 461 CONTRACT ID : RS-33361-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 26-2688853 |( 2 ) 43-1878237 |( 3 ) 26-2885272 |STRAWSER CONSTRUCTION INC |MICRO SURFACING INC |PAVEMENT MAINTENANCE SYSTEMS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06640 59.000 EACH | 95.00000 5605.00| 90.00000 5310.00| 100.00000 5900.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 21170.00000 21170.00| 25000.00000 25000.00| 23380.00000 23380.00 MAINTAINING TRAFFIC | | | 0020 808-02157 6.000 EACH | 75.00000 450.00| 30.00000 180.00| 75.00000 450.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0021 808-06368 500.000 LFT | 3.30000 1650.00| 1.20000 600.00| 3.00000 1500.00 TRANSVERSE MARKING, REMOVE | | | 0022 808-06716 144600.000 LFT | 0.30000 43380.00| 0.25000 36150.00| 0.27000 39042.00 LINE, REMOVE | | | 0023 808-10033 89897.000 LFT | 0.36000 32362.92| 0.33000 29666.01| 0.33000 29666.01 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0024 808-10034 15525.000 LFT | 0.36000 5589.00| 0.33000 5123.25| 0.33000 5123.25 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0025 808-10036 37674.000 LFT | 0.36000 13562.64| 0.33000 12432.42| 0.33000 12432.42 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0026 808-10052 1.000 EACH | 145.00000 145.00| 136.40000 136.40| 150.00000 150.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0027 808-10053 4.000 EACH | 800.00000 3200.00| 742.57000 2970.28| 750.00000 3000.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (R X | | | R) | | | 0028 808-10077 1.000 EACH | 100.00000 100.00| 94.89000 94.89| 95.00000 95.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0029 808-10094 400.000 LFT | 3.75000 1500.00| 3.49000 1396.00| 3.50000 1400.00 TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | CROSSWALK, 12 IN. | | | 0030 808-75996 700.000 EACH | 4.77000 3339.00| 5.28000 3696.00| 4.70000 3290.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 700.000 EACH | 14.59000 10213.00| 19.76000 13832.00| 20.00000 14000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 767,407.16| $ 796,598.85| $ 839,308.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 767,407.16| $ 796,598.85| $ 839,308.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 461 -4 TABULATION OF BIDS CALL ORDER : 461 CONTRACT ID : RS-33361-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( ) |( ) |TEMPLE & TEMPLE EXCAVATING & | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICRSURFACE | | | 0001 105-06845 LUMP | 5150.00000 5150.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 114.00000 228.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 57.00000 456.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 42000.00000 42000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 304-07491 250.000 TON | 230.00000 57500.00| | HMA PATCHING, TYPE C | | | 0012 408-07504 20.000 TON | 3700.00000 74000.00| | CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0013 411-09521 157740.000 SYS | 3.54000 558399.60| | MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0014 628-09401 4.000 MOS | 1700.00000 6800.00| | FIELD OFFICE, A | | | 0015 628-09407 4.000 MOS | 115.00000 460.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0016 801-03290 6.000 EACH | 160.00000 960.00| | CONSTRUCTION SIGN, C | | | 0017 801-06207 4500.000 LFT | 1.75000 7875.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 461 -5 TABULATION OF BIDS CALL ORDER : 461 CONTRACT ID : RS-33361-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1004746 |( ) |( ) |TEMPLE & TEMPLE EXCAVATING & | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06640 59.000 EACH | 130.00000 7670.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 15100.00000 15100.00| | MAINTAINING TRAFFIC | | | 0020 808-02157 6.000 EACH | 3.50000 21.00| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0021 808-06368 500.000 LFT | 3.50000 1750.00| | TRANSVERSE MARKING, REMOVE | | | 0022 808-06716 144600.000 LFT | 0.30000 43380.00| | LINE, REMOVE | | | 0023 808-10033 89897.000 LFT | 0.38000 34160.86| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0024 808-10034 15525.000 LFT | 0.38000 5899.50| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0025 808-10036 37674.000 LFT | 0.38000 14316.12| | LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0026 808-10052 1.000 EACH | 160.00000 160.00| | PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0027 808-10053 4.000 EACH | 850.00000 3400.00| | PAVEMENT MESSAGE MKG, MULTI-COMP, (R X | | | R) | | | 0028 808-10077 1.000 EACH | 110.00000 110.00| | PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0029 808-10094 400.000 LFT | 9.00000 3600.00| | TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | CROSSWALK, 12 IN. | | | 0030 808-75996 700.000 EACH | 6.19000 4333.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 700.000 EACH | 22.60000 15820.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 903,555.08| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 903,555.08| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 471 -1 VENDOR RANKING CALL ORDER : 471 CONTRACT ID : RS-33362-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/30/11 LOCATION : ON US 24 FROM US 231 TO US 421 PROJECT(S) : 1005894 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 723,061.53 100.0000% 2 35-1621699 CENTRAL PAVING INC $ 764,185.23 105.6874% 3 35-1917625 MILESTONE CONTRACTORS LP $ 884,355.20 122.3070% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 471 -2 TABULATION OF BIDS CALL ORDER : 471 CONTRACT ID : RS-33362-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1621699 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CENTRAL PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, THIN HMA OVERLAY | | | 0001 105-06845 LUMP | 2995.00000 2995.00| 2600.00000 2600.00| 1400.00000 1400.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 60.00000 480.00| 75.00000 600.00| 100.00000 800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 11666.32000 11666.32| 37400.00000 37400.00| 44200.00000 44200.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02278 60.000 LFT | 4.20000 252.00| 1.00000 60.00| 12.00000 720.00 CURB, CONCRETE, REMOVE | | | 0013 202-52710 40.000 SYS | 11.94000 477.60| 19.00000 760.00| 30.00000 1200.00 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-93741 8.000 EACH | 445.00000 3560.00| 445.00000 3560.00| 800.00000 6400.00 GUARDRAIL END TREATMENT, REMOVE | | | 0015 203-08607 600.000 LFT | 1.95000 1170.00| 6.50000 3900.00| 13.00000 7800.00 LINEAR GRADING | | | 0016 306-08042 150095.000 SYS | 0.46000 69043.70| 0.39000 58537.05| 0.70000 105066.50 MILLING, SCARIFICATION/PROFILE | | | 0017 306-08043 1120.000 SYS | 0.47000 526.40| 0.39000 436.80| 2.00000 2240.00 MILLING, TRANSITION | | | 0018 401-09941 6192.000 TON | 75.60000 468115.20| 82.50000 510840.00| 85.00000 526320.00 QC/QA-HMA, 3, 70, SURFACE, 4.75 mm | | | 0019 406-05520 37.500 TON | 463.58000 17384.25| 415.00000 15562.50| 475.00000 17812.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 471 -3 TABULATION OF BIDS CALL ORDER : 471 CONTRACT ID : RS-33362-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1621699 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CENTRAL PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-02024 4.000 EACH | 1970.00000 7880.00| 1970.00000 7880.00| 1975.00000 7900.00 GUARDRAIL TRANSITION, TGB, MODIFIED | | | 0021 601-02241 582.000 LFT | 3.50000 2037.00| 3.50000 2037.00| 3.50000 2037.00 GUARDRAIL, REMOVE | | | 0022 601-08434 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0023 601-94689 8.000 EACH | 2701.10000 21608.80| 2155.00000 17240.00| 2155.00000 17240.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 425.000 LFT | 18.00000 7650.00| 18.00000 7650.00| 18.00000 7650.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0025 604-06070 20.000 SYS | 45.17000 903.40| 68.00000 1360.00| 115.00000 2300.00 SIDEWALK, CONCRETE | | | 0026 604-07894 14.000 SYS | 322.30000 4512.20| 325.00000 4550.00| 220.00000 3080.00 CURB RAMP, CONCRETE, A | | | 0027 604-07897 14.000 SYS | 322.30000 4512.20| 395.00000 5530.00| 450.00000 6300.00 CURB RAMP, CONCRETE, C | | | 0028 605-06120 60.000 LFT | 12.72000 763.20| 1.00000 60.00| 47.00000 2820.00 CURB, CONCRETE | | | 0029 621-02468 47.000 LBS | 32.20000 1513.40| 32.20000 1513.40| 32.50000 1527.50 SEED MIXTURE, GRASS, 1 | | | 0030 621-06574 30.000 SYS | 34.70000 1041.00| 34.70000 1041.00| 35.00000 1050.00 SODDING | | | 0031 628-09401 4.000 MOS | 2663.06000 10652.24| 2250.00000 9000.00| 2800.00000 11200.00 FIELD OFFICE, A | | | 0032 628-09407 4.000 MOS | 224.00000 896.00| 220.00000 880.00| 625.00000 2500.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0033 706-08188 150.000 LFT | 66.00000 9900.00| 66.00000 9900.00| 66.00000 9900.00 RAILING, TR | | | 0034 801-03290 2.000 EACH | 90.00000 180.00| 90.00000 180.00| 90.00000 180.00 CONSTRUCTION SIGN, C | | | 0035 801-06203 9274.000 LFT | 0.42000 3895.08| 0.01000 92.74| 0.25000 2318.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0036 801-06207 9274.000 LFT | 1.32000 12241.68| 0.01000 92.74| 1.30000 12056.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06640 49.000 EACH | 90.00000 4410.00| 90.00000 4410.00| 90.00000 4410.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP | 15182.86000 15182.86| 18900.00000 18900.00| 38315.00000 38315.00 MAINTAINING TRAFFIC | | | 0039 808-10033 93131.000 LFT | 0.25000 23282.75| 0.25000 23282.75| 0.25000 23282.75 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 471 -4 TABULATION OF BIDS CALL ORDER : 471 CONTRACT ID : RS-33362-A COUNTIES : WHITE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1621699 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CENTRAL PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 808-10034 12353.000 LFT | 0.25000 3088.25| 0.25000 3088.25| 0.25000 3088.25 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0041 808-10036 10620.000 LFT | 0.01000 106.20| 0.01000 106.20| 0.01000 106.20 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0042 808-10092 48.000 LFT | 6.00000 288.00| 6.00000 288.00| 6.00000 288.00 TRANSVERSE MARKINGS, MULTI-COMPONENT, | | | CROSSWALK, 8 IN. | | | 0043 808-75996 697.000 EACH | 0.15000 104.55| 0.15000 104.55| 0.15000 104.55 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 697.000 EACH | 13.25000 9235.25| 13.25000 9235.25| 13.25000 9235.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 723,061.53| $ 764,185.23| $ 884,355.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 723,061.53| $ 764,185.23| $ 884,355.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 481 -1 VENDOR RANKING CALL ORDER : 481 CONTRACT ID : RS-33363-A COUNTIES : NEWTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 06/30/11 LOCATION : ON US 24 FROM ILLINOIS STATE LINE TO EAST JUNCTION OF SR 55 PROJECT(S) : 1005896 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 43-1878237 MICRO SURFACING INC $ 995,274.59 100.0000% 2 26-2688853 STRAWSER CONSTRUCTION INC $ 1,041,396.86 104.6341% 3 26-2885272 PAVEMENT MAINTENANCE SYSTEMS LLC $ 1,081,354.92 108.6489% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 481 -2 TABULATION OF BIDS CALL ORDER : 481 CONTRACT ID : RS-33363-A COUNTIES : NEWTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 43-1878237 |( 2 ) 26-2688853 |( 3 ) 26-2885272 |MICRO SURFACING INC |STRAWSER CONSTRUCTION INC |PAVEMENT MAINTENANCE SYSTEMS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICROSURFACE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 3600.00000 3600.00| 2750.00000 2750.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 500.00000 1000.00| 100.00000 200.00| 225.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 500.00000 4000.00| 50.00000 400.00| 71.00000 568.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 30000.00000 30000.00| 53176.00000 53176.00| 26420.00000 26420.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 304-07491 15.000 TON | 425.00000 6375.00| 440.00000 6600.00| 472.00000 7080.00 HMA PATCHING, TYPE C | | | 0012 408-07504 35.000 TON | 2925.00000 102375.00| 2800.00000 98000.00| 2750.00000 96250.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0013 411-09521 211400.000 SYS | 2.87000 606718.00| 2.91000 615174.00| 3.34000 706076.00 MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0014 612-04315 51.000 TON | 1609.00000 82059.00| 1700.00000 86700.00| 1709.00000 87159.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0015 612-60410 848.000 EACH | 14.00000 11872.00| 15.00000 12720.00| 15.00000 12720.00 DRILLED HOLE FOR UNDERSEAL | | | 0016 628-09401 4.000 MOS | 1200.00000 4800.00| 1200.00000 4800.00| 1380.00000 5520.00 FIELD OFFICE, A | | | 0017 628-09407 4.000 MOS | 500.00000 2000.00| 220.00000 880.00| 250.00000 1000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 481 -3 TABULATION OF BIDS CALL ORDER : 481 CONTRACT ID : RS-33363-A COUNTIES : NEWTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 43-1878237 |( 2 ) 26-2688853 |( 3 ) 26-2885272 |MICRO SURFACING INC |STRAWSER CONSTRUCTION INC |PAVEMENT MAINTENANCE SYSTEMS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-03290 4.000 EACH | 132.00000 528.00| 135.00000 540.00| 150.00000 600.00 CONSTRUCTION SIGN, C | | | 0019 801-06207 5850.000 LFT | 0.75000 4387.50| 1.37000 8014.50| 0.85000 4972.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 60.000 EACH | 119.92000 7195.20| 125.00000 7500.00| 120.00000 7200.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 20000.00000 20000.00| 31587.00000 31587.00| 19380.00000 19380.00 MAINTAINING TRAFFIC | | | 0022 808-10033 118250.000 LFT | 0.32000 37840.00| 0.34000 40205.00| 0.32000 37840.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0023 808-10034 13400.000 LFT | 0.32000 4288.00| 0.34000 4556.00| 0.33000 4422.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0024 808-10036 16125.000 LFT | 0.32000 5160.00| 0.34000 5482.50| 0.33000 5321.25 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0025 808-10051 90.000 LFT | 10.80000 972.00| 11.00000 990.00| 11.00000 990.00 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0026 808-10052 2.000 EACH | 112.32000 224.64| 115.00000 230.00| 115.00000 230.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0027 808-10053 2.000 EACH | 545.40000 1090.80| 575.00000 1150.00| 550.00000 1100.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (R X | | | R) | | | 0028 808-10081 4.000 LFT | 10.80000 43.20| 11.50000 46.00| 11.00000 44.00 TRANSVERSE MESSAGE MARKING, | | | MULTI-COMPONENT, CROSSWALK, 24 IN. | | | 0029 808-75996 975.000 EACH | 8.35000 8141.25| 5.05000 4923.75| 5.65000 5508.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 975.000 EACH | 19.92000 19422.00| 16.03000 15629.25| 15.85000 15453.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0031 808-02157 27.200 EACH | 35.00000 952.00| 38.46000 1046.11| 36.10000 981.92 PAVEMENT MESSAGE MARKING, REMOVE | | | 0032 808-06368 90.000 LFT | 3.00000 270.00| 3.30000 297.00| 3.10000 279.00 TRANSVERSE MARKING, REMOVE | | | 0033 808-06716 147775.000 LFT | 0.20000 29555.00| 0.25000 36943.75| 0.21000 31032.75 LINE, REMOVE | | | SECTION TOTALS | $ 995,274.59| $ 1,041,396.86| $ 1,081,354.92 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 995,274.59| $ 1,041,396.86| $ 1,081,354.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -1 VENDOR RANKING CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 10/07/11 LOCATION : AT VARIOUS LOCATIONS ON SR 114 WITHIN WHITLEY COUNTY PROJECT(S) : 0400477 0401218 0401219 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 1,345,946.80 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,370,418.01 101.8181% 3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 1,459,702.70 108.4517% 4 38-3806996 HIS CONSTRUCTORS INC $ 1,558,620.00 115.8010% 5 35-1817530 PIONEER ASSOCIATES INC $ 1,594,009.23 118.4303% 6 35-1529292 ALL STAR CONSTRUCTION & EXCAVATING INC $ 1,609,256.16 119.5631% 7 62-1492793 API CONSTRUCTION CORP $ 1,619,858.85 120.3509% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -2 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 15659.89000 15659.89| 12200.00000 12200.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 80.00000 80.00| 80.00000 80.00| 100.00000 100.00 RADIO | | | 0003 105-08520 1.000 EACH | 80.00000 80.00| 80.00000 80.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 9.000 MOS | 80.00000 720.00| 41.00000 369.00| 85.00000 765.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 9.000 MOS | 80.00000 720.00| 41.00000 369.00| 50.00000 450.00 RADIO ONLY SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0015 110-01001 LUMP | 67000.00000 67000.00| 68000.00000 68000.00| 72300.00000 72300.00 MOBILIZATION AND DEMOBILIZATION | | | 0016 201-52370 LUMP | 26000.00000 26000.00| 27000.00000 27000.00| 26850.00000 26850.00 CLEARING RIGHT OF WAY | | | 0017 202-02286 1.000 EACH | 4642.40000 4642.40| 6000.00000 6000.00| 3300.00000 3300.00 PRESENT STRUCTURE, REMOVE , STR #14 | | | 0018 202-02286 1.000 EACH | 7251.60000 7251.60| 7200.00000 7200.00| 3500.00000 3500.00 PRESENT STRUCTURE, REMOVE , STR #12 | | | 0019 202-02286 1.000 EACH | 4642.40000 4642.40| 4200.00000 4200.00| 5600.00000 5600.00 PRESENT STRUCTURE, REMOVE , STR #11 | | | 0020 202-02286 1.000 EACH | 7251.60000 7251.60| 5750.00000 5750.00| 3500.00000 3500.00 PRESENT STRUCTURE, REMOVE , STR #13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -3 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-02286 1.000 EACH | 4642.40000 4642.40| 5750.00000 5750.00| 3300.00000 3300.00 PRESENT STRUCTURE, REMOVE , STR #15 | | | 0022 202-99187 1250.000 LFT | 1.51000 1887.50| 1.25000 1562.50| 2.00000 2500.00 FENCE, FARM FIELD, REMOVE | | | 0023 203-02000 2177.000 CYS | 37.77000 82225.29| 31.00000 67487.00| 17.41000 37901.57 EXCAVATION, COMMON | | | 0024 203-02070 3382.000 CYS | 11.75000 39738.50| 12.00000 40584.00| 17.00000 57494.00 BORROW | | | 0025 205-03371 86.700 CYS | 15.69000 1360.32| 13.00000 1127.10| 27.00000 2340.90 SEDIMENT, REMOVE | | | 0026 205-06931 31.500 TON | 38.11000 1200.47| 27.00000 850.50| 44.00000 1386.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0027 205-06932 244.800 LFT | 6.02000 1473.70| 5.00000 1224.00| 8.00000 1958.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0028 205-06936 95.000 TON | 40.02000 3801.90| 22.00000 2090.00| 52.00000 4940.00 TEMPORARY SEDIMENT TRAP | | | 0029 205-06937 2600.000 LFT | 1.92000 4992.00| 1.10000 2860.00| 1.10000 2860.00 TEMPORARY SILT FENCE | | | 0030 205-06938 120.000 LFT | 13.46000 1615.20| 13.00000 1560.00| 20.00000 2400.00 TEMPORARY SLOPE DRAIN | | | 0031 205-06938 200.000 LFT | 13.71000 2742.00| 13.00000 2600.00| 22.00000 4400.00 TEMPORARY SLOPE DRAIN , Undistributed | | | 0032 205-09543 500.000 TON | 12.00000 6000.00| 17.00000 8500.00| 24.00000 12000.00 NO 2 STONE , Undistributed | | | 0033 207-09935 7123.600 SYS | 10.10000 71948.36| 12.00000 85483.20| 11.50000 81921.40 SUBGRADE TREATMENT, TYPE IC , No 53 AGG | | | OPTION | | | 0034 211-09265 447.400 CYS | 40.00000 17896.00| 60.00000 26844.00| 35.00000 15659.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0035 211-09266 790.000 CYS | 40.00000 31600.00| 31.00000 24490.00| 37.70000 29783.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0036 301-07448 1324.600 TON | 16.00000 21193.60| 18.50000 24505.10| 13.00000 17219.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 303-01180 2215.500 TON | 19.00000 42094.50| 17.50000 38771.25| 13.00000 28801.50 COMPACTED AGGREGATE, NO. 53 | | | 0038 303-01180 150.000 TON | 19.00000 2850.00| 18.44000 2766.00| 13.00000 1950.00 COMPACTED AGGREGATE, NO. 53 , | | | Undistributed | | | 0039 306-08036 7307.600 SYS | 2.00000 14615.20| 2.25000 16442.10| 1.50000 10961.40 MILLING, ASPHALT, 2 IN | | | 0040 306-08432 252.700 SYS | 2.00000 505.40| 3.75000 947.63| 1.50000 379.05 MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -4 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 402-07433 1027.700 TON | 55.00000 56523.50| 50.00000 51385.00| 63.00000 64745.10 HMA SURFACE, TYPE B | | | 0042 402-07438 1036.600 TON | 55.00000 57013.00| 41.00000 42500.60| 49.00000 50793.40 HMA INTERMEDIATE, TYPE B | | | 0043 402-07441 1439.500 TON | 55.00000 79172.50| 38.00000 54701.00| 49.00000 70535.50 HMA BASE, TYPE B | | | 0044 406-05520 2.960 TON | 500.00000 1480.00| 10.00000 29.60| 50.00000 148.00 ASPHALT FOR TACK COAT | | | 0045 601-01626 2.000 EACH | 1600.00000 3200.00| 1620.00000 3240.00| 1500.00000 3000.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0046 601-01700 1.000 EACH | 1800.00000 1800.00| 1875.00000 1875.00| 1860.00000 1860.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0047 601-01846 1.000 EACH | 1800.00000 1800.00| 1875.00000 1875.00| 1695.00000 1695.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0048 601-05586 1.000 EACH | 1800.00000 1800.00| 1875.00000 1875.00| 2130.00000 2130.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0049 601-06854 2.000 EACH | 2250.00000 4500.00| 4295.00000 8590.00| 2425.00000 4850.00 GUARDRAIL, W-BEAM, NESTED | | | 0050 601-09238 4.000 EACH | 100.00000 400.00| 85.00000 340.00| 50.00000 200.00 HAND DIG GUARDRAIL POST HOLES | | | 0051 601-94689 15.000 EACH | 2350.00000 35250.00| 2185.00000 32775.00| 2525.00000 37875.00 GUARDRAIL END TREATMENT, OS | | | 0052 601-99105 3237.500 LFT | 17.00000 55037.50| 16.00000 51800.00| 18.05000 58436.88 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0053 603-06040 285.000 LFT | 14.00000 3990.00| 8.00000 2280.00| 8.00000 2280.00 FENCE, FARM FIELD, 47 IN | | | 0054 610-07487 20.700 TON | 55.00000 1138.50| 155.00000 3208.50| 52.00000 1076.40 HMA FOR APPROACHES, TYPE B | | | 0055 611-06497 2.000 EACH | 175.00000 350.00| 180.00000 360.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0056 615-06490 105.000 EACH | 135.00000 14175.00| 154.00000 16170.00| 125.00000 13125.00 RIGHT OF WAY MARKER | | | 0057 615-06500 5.000 EACH | 550.00000 2750.00| 570.00000 2850.00| 600.00000 3000.00 MONUMENT, A | | | 0058 615-06505 10.000 EACH | 600.00000 6000.00| 570.00000 5700.00| 600.00000 6000.00 MONUMENT, B | | | 0059 615-06527 2.000 EACH | 500.00000 1000.00| 445.00000 890.00| 495.00000 990.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -5 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 616-02320 1970.400 SYS | 1.65000 3251.16| 1.50000 2955.60| 2.25000 4433.40 GEOTEXTILES | | | 0061 616-05689 309.800 TON | 47.34000 14665.93| 38.00000 11772.40| 61.00000 18897.80 RIPRAP, CLASS 2 | | | 0062 616-06405 45.500 TON | 36.29000 1651.20| 23.00000 1046.50| 36.00000 1638.00 RIPRAP, REVETMENT | | | 0063 616-06405 2.800 TON | 37.00000 103.60| 50.00000 140.00| 48.00000 134.40 RIPRAP, REVETMENT , Undistributed | | | 0064 616-06406 24.500 SYS | 70.00000 1715.00| 15.00000 367.50| 48.00000 1176.00 RIPRAP, REVETMENT | | | 0065 616-06451 165.500 TON | 70.00000 11585.00| 24.00000 3972.00| 38.00000 6289.00 RIPRAP, UNIFORM | | | 0066 621-01004 5.000 EACH | 400.00000 2000.00| 300.00000 1500.00| 300.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02770 9411.100 SYS | 1.25000 11763.88| 1.00000 9411.10| 1.00000 9411.10 EROSION CONTROL BLANKET | | | 0068 621-06545 1.000 TON | 750.00000 750.00| 950.00000 950.00| 950.00000 950.00 FERTILIZER | | | 0069 621-06553 331.200 LBS | 3.00000 993.60| 5.50000 1821.60| 5.50000 1821.60 SEED MIXTURE, R | | | 0070 621-06557 294.000 LBS | 2.25000 661.50| 1.00000 294.00| 1.00000 294.00 SEED MIXTURE, T | | | 0071 621-06565 4.000 TON | 340.00000 1360.00| 250.00000 1000.00| 250.00000 1000.00 MULCHING MATERIAL | | | 0072 621-06574 350.000 SYS | 4.20000 1470.00| 8.50000 2975.00| 8.50000 2975.00 SODDING | | | 0073 621-06575 25.000 SYS | 4.50000 112.50| 8.50000 212.50| 8.50000 212.50 SODDING, NURSERY | | | 0074 622-05640 50.000 EACH | 43.00000 2150.00| 45.00000 2250.00| 45.00000 2250.00 PLANT, DECIDUOUS SHRUB, 24 TO 36 IN | | | 0075 622-05648 6.000 EACH | 185.00000 1110.00| 100.00000 600.00| 100.00000 600.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0076 622-52436 19.000 EACH | 30.00000 570.00| 22.00000 418.00| 45.00000 855.00 SIGN, DO NOT MOW OR SPRAY | | | 0077 628-09401 9.000 MOS | 1730.97000 15578.73| 1675.00000 15075.00| 1400.00000 12600.00 FIELD OFFICE, A | | | 0079 628-09407 9.000 MOS | 212.00000 1908.00| 231.00000 2079.00| 200.00000 1800.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0081 714-03028 100.000 LFT | 500.00000 50000.00| 596.00000 59600.00| 631.00000 63100.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 6FT , CULVERT, STR #13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -6 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 714-06277 70.000 LFT | 1000.00000 70000.00| 1040.00000 72800.00| 1116.00000 78120.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 14FT X 8 , CULVERT, STR #15 | | | 0083 714-08514 3268.800 SFT | 55.75000 182235.60| 60.00000 196128.00| 72.70000 237641.76 WINGWALL | | | 0084 714-10079 70.000 LFT | 400.00000 28000.00| 530.00000 37100.00| 628.00000 43960.00 STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 6 FT. X 8 FT. , CULVERT, | | | STR #12 | | | 0085 714-26713 70.000 LFT | 400.00000 28000.00| 550.00000 38500.00| 617.00000 43190.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 7FT , CULVERT, STR #11 | | | 0086 715-05119 40.000 LFT | 45.27000 1810.80| 26.00000 1040.00| 33.50000 1340.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0087 715-08305 633.600 TON | 55.00000 34848.00| 42.00000 26611.20| 52.00000 32947.20 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0088 715-46005 2.000 EACH | 857.80000 1715.60| 300.00000 600.00| 265.00000 530.00 PIPE END SECTION, 15 IN | | | 0089 801-01093 2.000 EACH | 100.00000 200.00| 550.00000 1100.00| 550.00000 1100.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0090 801-03290 2.000 EACH | 140.00000 280.00| 100.00000 200.00| 100.00000 200.00 CONSTRUCTION SIGN, C | | | 0091 801-04308 12.000 EACH | 130.00000 1560.00| 179.00000 2148.00| 179.00000 2148.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06625 43.000 EACH | 51.00000 2193.00| 65.00000 2795.00| 65.00000 2795.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 13.000 EACH | 184.00000 2392.00| 95.00000 1235.00| 95.00000 1235.00 CONSTRUCTION SIGN, A | | | 0094 801-06645 2.000 EACH | 45.00000 90.00| 50.00000 100.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP | 8500.00000 8500.00| 15000.00000 15000.00| 12500.00000 12500.00 MAINTAINING TRAFFIC | | | 0096 801-07119 300.000 LFT | 10.75000 3225.00| 11.00000 3300.00| 11.00000 3300.00 BARRICADE, III-B | | | 0097 802-07060 1.000 EACH | 152.00000 152.00| 79.00000 79.00| 79.00000 79.00 SIGN, SHEET, RELOCATE | | | 0098 808-06703 6776.000 LFT | 0.65000 4404.40| 0.40000 2710.40| 0.40000 2710.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0099 808-75245 29304.000 LFT | 0.01000 293.04| 0.01000 293.04| 0.01000 293.04 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -7 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1016737 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 714-26718 70.000 LFT | 400.00000 28000.00| 765.00000 53550.00| 856.00000 59920.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 10FT X 6FT | | | 0101 205-06930 8.400 TON | 44.00000 369.60| 23.00000 193.20| 48.00000 403.20 SPLASHPAD, RIPRAP | | | 0102 714-09726 381.500 SFT | 37.01000 14119.32| 60.00000 22890.00| 82.00000 31283.00 HEADWALL | | | SECTION TOTALS | $ 1,345,946.80| $ 1,370,418.01| $ 1,459,702.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,345,946.80| $ 1,370,418.01| $ 1,459,702.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -8 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1529292 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |ALL STAR CONSTRUCTION & EXCAV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 12700.00000 12700.00| 12200.00000 12200.00| 18200.00000 18200.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 170.00000 170.00| 1.00000 1.00| 210.00000 210.00 RADIO | | | 0003 105-08520 1.000 EACH | 170.00000 170.00| 225.00000 225.00| 210.00000 210.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 9.000 MOS | 85.00000 765.00| 145.00000 1305.00| 130.00000 1170.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 9.000 MOS | 85.00000 765.00| 1.00000 9.00| 130.00000 1170.00 RADIO ONLY SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0015 110-01001 LUMP | 77931.00000 77931.00| 51000.00000 51000.00| 61750.00000 61750.00 MOBILIZATION AND DEMOBILIZATION | | | 0016 201-52370 LUMP | 31049.33000 31049.33| 40000.00000 40000.00| 21000.00000 21000.00 CLEARING RIGHT OF WAY | | | 0017 202-02286 1.000 EACH | 16590.00000 16590.00| 12000.00000 12000.00| 8700.00000 8700.00 PRESENT STRUCTURE, REMOVE , STR #14 | | | 0018 202-02286 1.000 EACH | 21490.00000 21490.00| 12000.00000 12000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE , STR #12 | | | 0019 202-02286 1.000 EACH | 12660.00000 12660.00| 12000.00000 12000.00| 9500.00000 9500.00 PRESENT STRUCTURE, REMOVE , STR #11 | | | 0020 202-02286 1.000 EACH | 16480.00000 16480.00| 12000.00000 12000.00| 10500.00000 10500.00 PRESENT STRUCTURE, REMOVE , STR #13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -9 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1529292 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |ALL STAR CONSTRUCTION & EXCAV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-02286 1.000 EACH | 17480.00000 17480.00| 12000.00000 12000.00| 9000.00000 9000.00 PRESENT STRUCTURE, REMOVE , STR #15 | | | 0022 202-99187 1250.000 LFT | 2.10000 2625.00| 2.00000 2500.00| 2.00000 2500.00 FENCE, FARM FIELD, REMOVE | | | 0023 203-02000 2177.000 CYS | 26.00000 56602.00| 23.00000 50071.00| 14.50000 31566.50 EXCAVATION, COMMON | | | 0024 203-02070 3382.000 CYS | 11.50000 38893.00| 20.00000 67640.00| 12.00000 40584.00 BORROW | | | 0025 205-03371 86.700 CYS | 19.00000 1647.30| 24.00000 2080.80| 25.00000 2167.50 SEDIMENT, REMOVE | | | 0026 205-06931 31.500 TON | 29.00000 913.50| 65.00000 2047.50| 39.00000 1228.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0027 205-06932 244.800 LFT | 3.25000 795.60| 31.00000 7588.80| 10.00000 2448.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0028 205-06936 95.000 TON | 18.00000 1710.00| 73.00000 6935.00| 42.00000 3990.00 TEMPORARY SEDIMENT TRAP | | | 0029 205-06937 2600.000 LFT | 1.25000 3250.00| 2.00000 5200.00| 1.50000 3900.00 TEMPORARY SILT FENCE | | | 0030 205-06938 120.000 LFT | 23.00000 2760.00| 35.00000 4200.00| 35.00000 4200.00 TEMPORARY SLOPE DRAIN | | | 0031 205-06938 200.000 LFT | 23.00000 4600.00| 28.00000 5600.00| 35.00000 7000.00 TEMPORARY SLOPE DRAIN , Undistributed | | | 0032 205-09543 500.000 TON | 19.00000 9500.00| 20.00000 10000.00| 18.50000 9250.00 NO 2 STONE , Undistributed | | | 0033 207-09935 7123.600 SYS | 17.00000 121101.20| 19.00000 135348.40| 24.25000 172747.30 SUBGRADE TREATMENT, TYPE IC , No 53 AGG | | | OPTION | | | 0034 211-09265 447.400 CYS | 58.00000 25949.20| 36.00000 16106.40| 21.50000 9619.10 STRUCTURAL BACKFILL, TYPE 2 | | | 0035 211-09266 790.000 CYS | 46.00000 36340.00| 25.00000 19750.00| 21.50000 16985.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0036 301-07448 1324.600 TON | 15.00000 19869.00| 16.00000 21193.60| 13.75000 18213.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 303-01180 2215.500 TON | 15.00000 33232.50| 17.00000 37663.50| 13.75000 30463.13 COMPACTED AGGREGATE, NO. 53 | | | 0038 303-01180 150.000 TON | 15.00000 2250.00| 14.50000 2175.00| 13.75000 2062.50 COMPACTED AGGREGATE, NO. 53 , | | | Undistributed | | | 0039 306-08036 7307.600 SYS | 2.50000 18269.00| 2.05000 14980.58| 1.60000 11692.16 MILLING, ASPHALT, 2 IN | | | 0040 306-08432 252.700 SYS | 2.50000 631.75| 4.00000 1010.80| 1.60000 404.32 MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -10 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1529292 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |ALL STAR CONSTRUCTION & EXCAV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 402-07433 1027.700 TON | 60.00000 61662.00| 58.00000 59606.60| 68.75000 70654.38 HMA SURFACE, TYPE B | | | 0042 402-07438 1036.600 TON | 50.00000 51830.00| 48.00000 49756.80| 53.00000 54939.80 HMA INTERMEDIATE, TYPE B | | | 0043 402-07441 1439.500 TON | 36.00000 51822.00| 35.00000 50382.50| 53.00000 76293.50 HMA BASE, TYPE B | | | 0044 406-05520 2.960 TON | 10.50000 31.08| 10.00000 29.60| 53.00000 156.88 ASPHALT FOR TACK COAT | | | 0045 601-01626 2.000 EACH | 1525.00000 3050.00| 1500.00000 3000.00| 1700.00000 3400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0046 601-01700 1.000 EACH | 1900.00000 1900.00| 1860.00000 1860.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0047 601-01846 1.000 EACH | 1725.00000 1725.00| 1695.00000 1695.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0048 601-05586 1.000 EACH | 1900.00000 1900.00| 2130.00000 2130.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0049 601-06854 2.000 EACH | 2450.00000 4900.00| 2425.00000 4850.00| 2400.00000 4800.00 GUARDRAIL, W-BEAM, NESTED | | | 0050 601-09238 4.000 EACH | 52.00000 208.00| 50.00000 200.00| 105.00000 420.00 HAND DIG GUARDRAIL POST HOLES | | | 0051 601-94689 15.000 EACH | 2200.00000 33000.00| 2525.00000 37875.00| 2500.00000 37500.00 GUARDRAIL END TREATMENT, OS | | | 0052 601-99105 3237.500 LFT | 18.50000 59893.75| 18.05000 58436.88| 18.00000 58275.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0053 603-06040 285.000 LFT | 8.25000 2351.25| 8.00000 2280.00| 15.00000 4275.00 FENCE, FARM FIELD, 47 IN | | | 0054 610-07487 20.700 TON | 160.00000 3312.00| 155.00000 3208.50| 79.25000 1640.48 HMA FOR APPROACHES, TYPE B | | | 0055 611-06497 2.000 EACH | 205.00000 410.00| 200.00000 400.00| 190.00000 380.00 MAILBOX ASSEMBLY, SINGLE | | | 0056 615-06490 105.000 EACH | 130.00000 13650.00| 125.00000 13125.00| 143.00000 15015.00 RIGHT OF WAY MARKER | | | 0057 615-06500 5.000 EACH | 625.00000 3125.00| 600.00000 3000.00| 580.00000 2900.00 MONUMENT, A | | | 0058 615-06505 10.000 EACH | 625.00000 6250.00| 600.00000 6000.00| 635.00000 6350.00 MONUMENT, B | | | 0059 615-06527 2.000 EACH | 515.00000 1030.00| 495.00000 990.00| 525.00000 1050.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -11 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1529292 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |ALL STAR CONSTRUCTION & EXCAV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 616-02320 1970.400 SYS | 2.25000 4433.40| 2.30000 4531.92| 4.25000 8374.20 GEOTEXTILES | | | 0061 616-05689 309.800 TON | 46.00000 14250.80| 44.00000 13631.20| 49.00000 15180.20 RIPRAP, CLASS 2 | | | 0062 616-06405 45.500 TON | 32.00000 1456.00| 24.00000 1092.00| 20.50000 932.75 RIPRAP, REVETMENT | | | 0063 616-06405 2.800 TON | 32.00000 89.60| 115.00000 322.00| 20.50000 57.40 RIPRAP, REVETMENT , Undistributed | | | 0064 616-06406 24.500 SYS | 32.00000 784.00| 25.00000 612.50| 20.50000 502.25 RIPRAP, REVETMENT | | | 0065 616-06451 165.500 TON | 27.00000 4468.50| 25.00000 4137.50| 24.00000 3972.00 RIPRAP, UNIFORM | | | 0066 621-01004 5.000 EACH | 435.00000 2175.00| 475.00000 2375.00| 500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02770 9411.100 SYS | 1.20000 11293.32| 1.05000 9881.66| 1.10000 10352.21 EROSION CONTROL BLANKET | | | 0068 621-06545 1.000 TON | 645.00000 645.00| 880.00000 880.00| 930.00000 930.00 FERTILIZER | | | 0069 621-06553 331.200 LBS | 2.60000 861.12| 3.68000 1218.82| 4.00000 1324.80 SEED MIXTURE, R | | | 0070 621-06557 294.000 LBS | 2.10000 617.40| 3.54000 1040.76| 3.75000 1102.50 SEED MIXTURE, T | | | 0071 621-06565 4.000 TON | 425.00000 1700.00| 310.00000 1240.00| 330.00000 1320.00 MULCHING MATERIAL | | | 0072 621-06574 350.000 SYS | 5.20000 1820.00| 6.15000 2152.50| 6.50000 2275.00 SODDING | | | 0073 621-06575 25.000 SYS | 5.20000 130.00| 6.15000 153.75| 6.50000 162.50 SODDING, NURSERY | | | 0074 622-05640 50.000 EACH | 46.00000 2300.00| 40.00000 2000.00| 42.00000 2100.00 PLANT, DECIDUOUS SHRUB, 24 TO 36 IN | | | 0075 622-05648 6.000 EACH | 33.00000 198.00| 265.00000 1590.00| 300.00000 1800.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0076 622-52436 19.000 EACH | 36.00000 684.00| 35.00000 665.00| 37.00000 703.00 SIGN, DO NOT MOW OR SPRAY | | | 0077 628-09401 9.000 MOS | 1840.00000 16560.00| 1900.00000 17100.00| 2200.00000 19800.00 FIELD OFFICE, A | | | 0079 628-09407 9.000 MOS | 225.00000 2025.00| 315.00000 2835.00| 275.00000 2475.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0081 714-03028 100.000 LFT | 680.00000 68000.00| 735.00000 73500.00| 621.00000 62100.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 6FT , CULVERT, STR #13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -12 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1529292 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |ALL STAR CONSTRUCTION & EXCAV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 714-06277 70.000 LFT | 1150.00000 80500.00| 1220.00000 85400.00| 1137.00000 79590.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 14FT X 8 , CULVERT, STR #15 | | | 0083 714-08514 3268.800 SFT | 72.00000 235353.60| 76.00000 248428.80| 85.00000 277848.00 WINGWALL | | | 0084 714-10079 70.000 LFT | 570.00000 39900.00| 712.00000 49840.00| 617.00000 43190.00 STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 6 FT. X 8 FT. , CULVERT, | | | STR #12 | | | 0085 714-26713 70.000 LFT | 593.00000 41510.00| 740.00000 51800.00| 636.00000 44520.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 7FT , CULVERT, STR #11 | | | 0086 715-05119 40.000 LFT | 39.00000 1560.00| 25.00000 1000.00| 44.00000 1760.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0087 715-08305 633.600 TON | 43.00000 27244.80| 42.00000 26611.20| 57.00000 36115.20 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0088 715-46005 2.000 EACH | 690.00000 1380.00| 265.00000 530.00| 166.00000 332.00 PIPE END SECTION, 15 IN | | | 0089 801-01093 2.000 EACH | 104.00000 208.00| 100.00000 200.00| 580.00000 1160.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0090 801-03290 2.000 EACH | 145.00000 290.00| 140.00000 280.00| 106.00000 212.00 CONSTRUCTION SIGN, C | | | 0091 801-04308 12.000 EACH | 135.00000 1620.00| 130.00000 1560.00| 190.00000 2280.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06625 43.000 EACH | 53.00000 2279.00| 51.00000 2193.00| 69.00000 2967.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 13.000 EACH | 191.00000 2483.00| 184.00000 2392.00| 100.00000 1300.00 CONSTRUCTION SIGN, A | | | 0094 801-06645 2.000 EACH | 46.00000 92.00| 45.00000 90.00| 53.00000 106.00 CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP | 5555.00000 5555.00| 9400.00000 9400.00| 2100.00000 2100.00 MAINTAINING TRAFFIC | | | 0096 801-07119 300.000 LFT | 11.00000 3300.00| 10.75000 3225.00| 12.00000 3600.00 BARRICADE, III-B | | | 0097 802-07060 1.000 EACH | 156.00000 156.00| 250.00000 250.00| 85.00000 85.00 SIGN, SHEET, RELOCATE | | | 0098 808-06703 6776.000 LFT | 0.70000 4743.20| 0.65000 4404.40| 0.37000 2507.12 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0099 808-75245 29304.000 LFT | 0.25000 7326.00| 0.24000 7032.96| 0.37000 10842.48 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -13 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1529292 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |ALL STAR CONSTRUCTION & EXCAV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 714-26718 70.000 LFT | 840.00000 58800.00| 900.00000 63000.00| 777.00000 54390.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 10FT X 6FT | | | 0101 205-06930 8.400 TON | 32.00000 268.80| 80.00000 672.00| 25.00000 210.00 SPLASHPAD, RIPRAP | | | 0102 714-09726 381.500 SFT | 48.00000 18312.00| 50.00000 19075.00| 65.50000 24988.25 HEADWALL | | | SECTION TOTALS | $ 1,558,620.00| $ 1,594,009.23| $ 1,609,256.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,558,620.00| $ 1,594,009.23| $ 1,609,256.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -14 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 62-1492793 |( ) |( ) |API CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 45000.00000 45000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 350.00000 350.00| | RADIO | | | 0003 105-08520 1.000 EACH | 150.00000 150.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 9.000 MOS | 95.00000 855.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 9.000 MOS | 55.00000 495.00| | RADIO ONLY SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0011 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0012 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0014 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0015 110-01001 LUMP | 81000.00000 81000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0016 201-52370 LUMP | 85000.00000 85000.00| | CLEARING RIGHT OF WAY | | | 0017 202-02286 1.000 EACH | 11910.00000 11910.00| | PRESENT STRUCTURE, REMOVE , STR #14 | | | 0018 202-02286 1.000 EACH | 28225.00000 28225.00| | PRESENT STRUCTURE, REMOVE , STR #12 | | | 0019 202-02286 1.000 EACH | 9875.00000 9875.00| | PRESENT STRUCTURE, REMOVE , STR #11 | | | 0020 202-02286 1.000 EACH | 10040.00000 10040.00| | PRESENT STRUCTURE, REMOVE , STR #13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -15 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 62-1492793 |( ) |( ) |API CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-02286 1.000 EACH | 14095.00000 14095.00| | PRESENT STRUCTURE, REMOVE , STR #15 | | | 0022 202-99187 1250.000 LFT | 1.00000 1250.00| | FENCE, FARM FIELD, REMOVE | | | 0023 203-02000 2177.000 CYS | 15.00000 32655.00| | EXCAVATION, COMMON | | | 0024 203-02070 3382.000 CYS | 5.00000 16910.00| | BORROW | | | 0025 205-03371 86.700 CYS | 12.00000 1040.40| | SEDIMENT, REMOVE | | | 0026 205-06931 31.500 TON | 70.00000 2205.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0027 205-06932 244.800 LFT | 8.00000 1958.40| | TEMPORARY CHECK DAM, STRAW BALES | | | 0028 205-06936 95.000 TON | 50.00000 4750.00| | TEMPORARY SEDIMENT TRAP | | | 0029 205-06937 2600.000 LFT | 1.10000 2860.00| | TEMPORARY SILT FENCE | | | 0030 205-06938 120.000 LFT | 15.00000 1800.00| | TEMPORARY SLOPE DRAIN | | | 0031 205-06938 200.000 LFT | 15.00000 3000.00| | TEMPORARY SLOPE DRAIN , Undistributed | | | 0032 205-09543 500.000 TON | 48.50000 24250.00| | NO 2 STONE , Undistributed | | | 0033 207-09935 7123.600 SYS | 14.50000 103292.20| | SUBGRADE TREATMENT, TYPE IC , No 53 AGG | | | OPTION | | | 0034 211-09265 447.400 CYS | 86.25000 38588.25| | STRUCTURAL BACKFILL, TYPE 2 | | | 0035 211-09266 790.000 CYS | 40.00000 31600.00| | STRUCTURAL BACKFILL, TYPE 3 | | | 0036 301-07448 1324.600 TON | 17.75000 23511.65| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0037 303-01180 2215.500 TON | 24.15000 53504.33| | COMPACTED AGGREGATE, NO. 53 | | | 0038 303-01180 150.000 TON | 24.15000 3622.50| | COMPACTED AGGREGATE, NO. 53 , | | | Undistributed | | | 0039 306-08036 7307.600 SYS | 2.80000 20461.28| | MILLING, ASPHALT, 2 IN | | | 0040 306-08432 252.700 SYS | 4.75000 1200.33| | MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -16 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 62-1492793 |( ) |( ) |API CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 402-07433 1027.700 TON | 64.50000 66286.65| | HMA SURFACE, TYPE B | | | 0042 402-07438 1036.600 TON | 49.75000 51570.85| | HMA INTERMEDIATE, TYPE B | | | 0043 402-07441 1439.500 TON | 49.00000 70535.50| | HMA BASE, TYPE B | | | 0044 406-05520 2.960 TON | 25.00000 74.00| | ASPHALT FOR TACK COAT | | | 0045 601-01626 2.000 EACH | 1500.00000 3000.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0046 601-01700 1.000 EACH | 1860.00000 1860.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0047 601-01846 1.000 EACH | 1695.00000 1695.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0048 601-05586 1.000 EACH | 2130.00000 2130.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0049 601-06854 2.000 EACH | 2425.00000 4850.00| | GUARDRAIL, W-BEAM, NESTED | | | 0050 601-09238 4.000 EACH | 50.00000 200.00| | HAND DIG GUARDRAIL POST HOLES | | | 0051 601-94689 15.000 EACH | 2525.00000 37875.00| | GUARDRAIL END TREATMENT, OS | | | 0052 601-99105 3237.500 LFT | 18.05000 58436.88| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0053 603-06040 285.000 LFT | 8.00000 2280.00| | FENCE, FARM FIELD, 47 IN | | | 0054 610-07487 20.700 TON | 74.50000 1542.15| | HMA FOR APPROACHES, TYPE B | | | 0055 611-06497 2.000 EACH | 200.00000 400.00| | MAILBOX ASSEMBLY, SINGLE | | | 0056 615-06490 105.000 EACH | 125.00000 13125.00| | RIGHT OF WAY MARKER | | | 0057 615-06500 5.000 EACH | 600.00000 3000.00| | MONUMENT, A | | | 0058 615-06505 10.000 EACH | 600.00000 6000.00| | MONUMENT, B | | | 0059 615-06527 2.000 EACH | 495.00000 990.00| | MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -17 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 62-1492793 |( ) |( ) |API CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 616-02320 1970.400 SYS | 1.60000 3152.64| | GEOTEXTILES | | | 0061 616-05689 309.800 TON | 59.00000 18278.20| | RIPRAP, CLASS 2 | | | 0062 616-06405 45.500 TON | 27.00000 1228.50| | RIPRAP, REVETMENT | | | 0063 616-06405 2.800 TON | 50.00000 140.00| | RIPRAP, REVETMENT , Undistributed | | | 0064 616-06406 24.500 SYS | 27.00000 661.50| | RIPRAP, REVETMENT | | | 0065 616-06451 165.500 TON | 67.00000 11088.50| | RIPRAP, UNIFORM | | | 0066 621-01004 5.000 EACH | 300.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02770 9411.100 SYS | 1.00000 9411.10| | EROSION CONTROL BLANKET | | | 0068 621-06545 1.000 TON | 950.00000 950.00| | FERTILIZER | | | 0069 621-06553 331.200 LBS | 5.50000 1821.60| | SEED MIXTURE, R | | | 0070 621-06557 294.000 LBS | 1.00000 294.00| | SEED MIXTURE, T | | | 0071 621-06565 4.000 TON | 250.00000 1000.00| | MULCHING MATERIAL | | | 0072 621-06574 350.000 SYS | 8.50000 2975.00| | SODDING | | | 0073 621-06575 25.000 SYS | 8.50000 212.50| | SODDING, NURSERY | | | 0074 622-05640 50.000 EACH | 45.00000 2250.00| | PLANT, DECIDUOUS SHRUB, 24 TO 36 IN | | | 0075 622-05648 6.000 EACH | 100.00000 600.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0076 622-52436 19.000 EACH | 45.00000 855.00| | SIGN, DO NOT MOW OR SPRAY | | | 0077 628-09401 9.000 MOS | 2125.00000 19125.00| | FIELD OFFICE, A | | | 0079 628-09407 9.000 MOS | 260.00000 2340.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0081 714-03028 100.000 LFT | 585.00000 58500.00| | STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 6FT , CULVERT, STR #13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -18 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 62-1492793 |( ) |( ) |API CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 714-06277 70.000 LFT | 977.00000 68390.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 14FT X 8 , CULVERT, STR #15 | | | 0083 714-08514 3268.800 SFT | 70.00000 228816.00| | WINGWALL | | | 0084 714-10079 70.000 LFT | 1.00000 70.00| | STRUCTURE, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 6 FT. X 8 FT. , CULVERT, | | | STR #12 | | | 0085 714-26713 70.000 LFT | 485.00000 33950.00| | STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 7FT , CULVERT, STR #11 | | | 0086 715-05119 40.000 LFT | 40.00000 1600.00| | PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0087 715-08305 633.600 TON | 53.75000 34056.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0088 715-46005 2.000 EACH | 320.00000 640.00| | PIPE END SECTION, 15 IN | | | 0089 801-01093 2.000 EACH | 550.00000 1100.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0090 801-03290 2.000 EACH | 100.00000 200.00| | CONSTRUCTION SIGN, C | | | 0091 801-04308 12.000 EACH | 179.00000 2148.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06625 43.000 EACH | 65.00000 2795.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 13.000 EACH | 95.00000 1235.00| | CONSTRUCTION SIGN, A | | | 0094 801-06645 2.000 EACH | 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP | 38230.00000 38230.00| | MAINTAINING TRAFFIC | | | 0096 801-07119 300.000 LFT | 11.00000 3300.00| | BARRICADE, III-B | | | 0097 802-07060 1.000 EACH | 79.00000 79.00| | SIGN, SHEET, RELOCATE | | | 0098 808-06703 6776.000 LFT | 0.40000 2710.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0099 808-75245 29304.000 LFT | 0.01000 293.04| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 500 -19 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -27682-A COUNTIES : WHITLEY LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 62-1492793 |( ) |( ) |API CONSTRUCTION CORP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 714-26718 70.000 LFT | 705.00000 49350.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 10FT X 6FT | | | 0101 205-06930 8.400 TON | 80.00000 672.00| | SPLASHPAD, RIPRAP | | | 0102 714-09726 381.500 SFT | 85.00000 32427.50| | HEADWALL | | | SECTION TOTALS | $ 1,619,858.85| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,619,858.85| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -1 VENDOR RANKING CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE DECK REPLACEMENT & WIDENING COMPLETION DATE : 10/15/11 LOCATION : ON SR 38, 0.96 MILES EAST OF SR 32 EAST JUNCTION PROJECT(S) : 0500799 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-2675420 ANLAAN CORPORATION $ 977,715.28 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,157,261.48 118.3639% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,176,918.90 120.3744% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,229,173.79 125.7190% 5 35-1310611 DUNCAN ROBERTSON INC $ 1,263,968.67 129.2778% 6 38-3806996 HIS CONSTRUCTORS INC $ 1,336,600.00 136.7065% 7 35-1523985 WIRTZ & YATES INC $ 1,361,106.96 139.2130% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -2 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |ANLAAN CORPORATION |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT & WIDENING | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 3105.00000 3105.00| 5200.00000 5200.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 500.00000 1000.00| 392.78000 785.56| 230.00000 460.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 90.00000 2160.00| 103.50000 2484.00| 100.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 47500.00000 47500.00| 77570.07000 77570.07| 58845.94000 58845.94 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-01015 LUMP | 15500.00000 15500.00| 7197.08000 7197.08| 13000.00000 13000.00 CLEARING AND GRUBBING | | | 0013 202-51328 LUMP | 126000.00000 126000.00| 208203.00000 208203.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0014 203-02000 39.000 CYS | 13.40000 522.60| 699.90000 27296.10| 25.00000 975.00 EXCAVATION, COMMON | | | 0015 203-02070 690.000 CYS | 30.00000 20700.00| 0.01000 6.90| 40.00000 27600.00 BORROW | | | 0016 205-03371 100.000 CYS | 14.00000 1400.00| 14.21000 1421.00| 25.00000 2500.00 SEDIMENT, REMOVE | | | 0017 205-06937 1180.000 LFT | 3.00000 3540.00| 1.40000 1652.00| 1.35000 1593.00 TEMPORARY SILT FENCE | | | 0018 205-06938 105.000 LFT | 11.00000 1155.00| 60.02000 6302.10| 26.00000 2730.00 TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -3 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |ANLAAN CORPORATION |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-09543 100.000 TON | 21.00000 2100.00| 14.52000 1452.00| 30.00000 3000.00 NO 2 STONE | | | 0020 207-08263 914.000 SYS | 6.50000 5941.00| 15.58000 14240.12| 15.00000 13710.00 SUBGRADE TREATMENT, TYPE IA | | | 0021 211-06467 72.600 CYS | 48.30000 3506.58| 62.04000 4504.10| 90.00000 6534.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 301-07448 446.200 TON | 28.70000 12805.94| 23.73000 10588.33| 23.00000 10262.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 53.600 CYS | 34.00000 1822.40| 61.79000 3311.94| 80.00000 4288.00 DENSE GRADED SUBBASE | | | 0024 303-01180 340.000 TON | 26.55000 9027.00| 14.52000 4936.80| 20.00000 6800.00 COMPACTED AGGREGATE, NO. 53 , | | | UNDISTRIBUTED | | | 0025 303-05738 5.600 TON | 33.75000 189.00| 37.94000 212.46| 130.00000 728.00 AGGREGATE, NO. 5 | | | 0026 306-08043 320.000 SYS | 8.45000 2704.00| 18.99000 6076.80| 21.33000 6825.60 MILLING, TRANSITION | | | 0027 402-07432 112.000 TON | 79.25000 8876.00| 72.45000 8114.40| 79.25000 8876.00 HMA SURFACE, TYPE A | | | 0028 402-07434 66.000 TON | 79.25000 5230.50| 103.50000 6831.00| 79.25000 5230.50 HMA SURFACE, TYPE C | | | 0029 402-07435 201.000 TON | 66.52000 13370.52| 82.80000 16642.80| 66.52000 13370.52 HMA INTERMEDIATE, TYPE A | | | 0030 402-07452 66.000 TON | 79.25000 5230.50| 72.45000 4781.70| 79.25000 5230.50 HMA WEDGE AND LEVEL, TYPE C | | | 0031 406-05521 1596.000 SYS | 0.10000 159.60| 0.01000 15.96| 0.10000 159.60 ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 1985.00000 7940.00| 2054.48000 8217.92| 1985.00000 7940.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-02241 1294.800 LFT | 1.50000 1942.20| 1.55000 2006.94| 1.50000 1942.20 GUARDRAIL, REMOVE | | | 0034 601-99105 1087.500 LFT | 17.50000 19031.25| 18.11000 19694.63| 17.50000 19031.25 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0035 601-99132 4.000 EACH | 70.00000 280.00| 72.45000 289.80| 70.00000 280.00 GUARDRAIL TRANSITION, VH, 6FT-3 IN | | | SPACING | | | 0036 602-06729 14.000 EACH | 13.00000 182.00| 15.53000 217.42| 12.64000 176.96 BARRIER DELINEATOR | | | 0037 609-06259 332.100 SYS | 96.29000 31977.91| 79.21000 26305.64| 100.00000 33210.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0038 616-02320 672.300 SYS | 2.00000 1344.60| 2.19000 1472.34| 2.50000 1680.75 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -4 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |ANLAAN CORPORATION |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-06405 204.400 TON | 43.50000 8891.40| 31.61000 6461.08| 45.00000 9198.00 RIPRAP, REVETMENT | | | 0040 619-95457 LUMP | 10900.00000 10900.00| 22600.00000 22600.00| 27000.00000 27000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0041 621-01004 3.000 EACH | 350.00000 1050.00| 362.25000 1086.75| 350.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02363 1000.000 SYS | 0.60000 600.00| 0.62000 620.00| 0.60000 600.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0043 621-02770 2059.200 SYS | 1.10000 2265.12| 1.14000 2347.49| 1.10000 2265.12 EROSION CONTROL BLANKET | | | 0044 621-03909 2.500 LBS | 20.00000 50.00| 20.70000 51.75| 20.00000 50.00 SEED MIXTURE, NATIVE | | | 0045 621-06559 500.000 SYS | 0.65000 325.00| 0.67000 335.00| 0.65000 325.00 MULCHED SEEDING, R | | | 0046 621-06574 57.800 SYS | 7.00000 404.60| 7.25000 419.05| 7.00000 404.60 SODDING | | | 0047 622-52436 4.000 EACH | 23.00000 92.00| 41.40000 165.60| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 20.000 EACH | 9.00000 180.00| 9.32000 186.40| 9.00000 180.00 SEEDLING | | | 0049 622-98200 8.000 EACH | 23.00000 184.00| 36.23000 289.84| 35.00000 280.00 SIGN, DO NOT DISTURB | | | 0050 628-09402 12.000 MOS | 3000.00000 36000.00| 1648.40000 19780.80| 4000.00000 48000.00 FIELD OFFICE, B | | | 0051 701-02938 16.000 LFT | 610.00000 9760.00| 901.17000 14418.72| 740.00000 11840.00 CORED HOLE IN ROCK, 24 IN | | | 0052 701-09739 4.000 EACH | 250.00000 1000.00| 113.00000 452.00| 200.00000 800.00 PILE SHOE, HP 12 X 53 | | | 0053 701-51195 124.000 LFT | 200.00000 24800.00| 86.53000 10729.72| 120.00000 14880.00 PILE, STEEL H, HP 12 IN X 53 | | | 0054 701-93633 60.000 LFT | 210.00000 12600.00| 672.98000 40378.80| 230.00000 13800.00 OVERSIZED PRE-DRILLED HOLES 24 IN. | | | DIAMETER | | | 0055 701-97874 48.000 LFT | 90.00000 4320.00| 210.80000 10118.40| 350.00000 16800.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 12 IN X 53 | | | 0056 702-51005 61.000 CYS | 1100.00000 67100.00| 1018.69000 62140.09| 1200.00000 73200.00 CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51100 464.000 LBS | 12.00000 5568.00| 4.27000 1981.28| 11.00000 5104.00 DRAIN PIPE, CAST IRON, 6 IN | | | 0058 702-51110 1288.000 LBS | 3.00000 3864.00| 2.23000 2872.24| 4.00000 5152.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -5 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |ANLAAN CORPORATION |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 702-51863 120.000 EACH | 6.50000 780.00| 9.22000 1106.40| 14.00000 1680.00 FIELD DRILLED HOLE IN CONCRETE | | | 0060 703-01540 8.000 EACH | 36.98000 295.84| 21.01000 168.08| 25.00000 200.00 THREADED TIE BAR ASSEMBLY | | | 0061 703-06028 4380.000 LBS | 0.86000 3766.80| 0.86000 3766.80| 1.20000 5256.00 REINFORCING BARS | | | 0062 703-06029 80830.000 LBS | 0.80000 64664.00| 0.92000 74363.60| 1.10000 88913.00 REINFORCING BARS, EPOXY COATED | | | 0063 703-97936 498.000 EACH | 36.98000 18416.04| 14.33000 7136.34| 24.00000 11952.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 216.000 CYS | 414.00000 89424.00| 555.78000 120048.48| 790.00000 170640.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05732 4.000 EACH | 1200.00000 4800.00| 2200.00000 8800.00| 2100.00000 8400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 31.500 CYS | 460.00000 14490.00| 553.68000 17440.92| 600.00000 18900.00 CONCRETE, C, RAILING | | | 0067 709-51821 LUMP | 5071.00000 5071.00| 5248.49000 5248.49| 5071.20000 5071.20 SURFACE SEAL | | | 0068 711-51038 LUMP | 118063.00000 118063.00| 123682.00000 123682.00| 112500.00000 112500.00 STRUCTURAL STEEL | | | 0069 711-51864 112.000 EACH | 0.01000 1.12| 31.64000 3543.68| 40.00000 4480.00 DRILLED HOLE | | | 0070 711-95291 LUMP | 18200.00000 18200.00| 29267.00000 29267.00| 37000.00000 37000.00 JACKING AND SUPPORTING STEEL BEAMS | | | 0071 711-96526 2664.000 EACH | 2.55000 6793.20| 3.62000 9643.68| 3.20000 8524.80 FIELD WELDED STUD, 0.875 IN DIAMETER | | | 0072 715-05407 132.000 LFT | 7.20000 950.40| 8.95000 1181.40| 25.00000 3300.00 PIPE, END BENT DRAIN, 6 IN | | | 0073 726-92406 18.000 EACH | 675.00000 12150.00| 636.50000 11457.00| 1000.00000 18000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0074 801-03290 4.000 EACH | 135.00000 540.00| 139.73000 558.92| 175.00000 700.00 CONSTRUCTION SIGN, C | | | 0075 801-06203 532.000 LFT | 1.20000 638.40| 1.50000 798.00| 1.20000 638.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0076 801-06207 2188.000 LFT | 0.85000 1859.80| 0.98000 2144.24| 0.85000 1859.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0077 801-06218 20.000 LFT | 5.75000 115.00| 5.90000 118.00| 5.75000 115.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0078 801-06640 24.000 EACH | 120.00000 2880.00| 124.20000 2980.80| 169.00000 4056.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -6 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 38-2675420 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |ANLAAN CORPORATION |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 801-06645 2.000 EACH | 120.00000 240.00| 124.20000 248.40| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP | 3500.00000 3500.00| 9535.82000 9535.82| 11500.00000 11500.00 MAINTAINING TRAFFIC | | | 0081 801-08401 496.000 LFT | 34.80000 17260.80| 21.35000 10589.60| 45.00000 22320.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0082 801-08508 424.000 LFT | 39.54000 16764.96| 24.84000 10532.16| 47.00000 19928.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0083 801-53072 LUMP | 19500.00000 19500.00| 20182.50000 20182.50| 19500.00000 19500.00 TEMPORARY TRAFFIC SIGNAL | | | 0084 802-07059 4.000 EACH | 50.00000 200.00| 25.88000 103.52| 35.00000 140.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0085 802-07060 1.000 EACH | 185.00000 185.00| 207.00000 207.00| 170.00000 170.00 SIGN, SHEET, RELOCATE | | | 0086 808-06703 960.000 LFT | 0.85000 816.00| 0.98000 940.80| 0.85000 816.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0087 808-06716 1179.000 LFT | 0.75000 884.25| 0.67000 789.93| 0.75000 884.25 LINE, REMOVE | | | 0088 808-10033 468.000 LFT | 3.55000 1661.40| 2.02000 945.36| 3.55000 1661.40 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0089 808-10034 468.000 LFT | 3.55000 1661.40| 2.02000 945.36| 3.55000 1661.40 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0090 808-75240 101.000 LFT | 0.85000 85.85| 0.98000 98.98| 0.85000 85.85 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0091 808-75245 864.000 LFT | 0.85000 734.40| 0.98000 846.72| 0.85000 734.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0092 808-75290 110.000 LFT | 3.66000 402.60| 4.66000 512.60| 3.66000 402.60 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24" | | | 0093 808-75996 36.000 EACH | 7.00000 252.00| 10.35000 372.60| 16.51000 594.36 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0094 808-75998 36.000 EACH | 67.00000 2412.00| 67.28000 2422.08| 67.00000 2412.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0095 808-92027 746.000 LFT | 1.55000 1156.30| 1.55000 1156.30| 1.55000 1156.30 LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 977,715.28| $ 1,157,261.48| $ 1,176,918.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 977,715.28| $ 1,157,261.48| $ 1,176,918.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -7 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1310611 |( 6 ) 38-3806996 |WEDDLE BROTHERS HIGHWAY GROU |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT & WIDENING | | | 0001 105-06845 LUMP | 4900.00000 4900.00| 7500.00000 7500.00| 4700.00000 4700.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 242.54000 485.08| 100.00000 200.00| 190.00000 380.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 137.44000 3298.56| 75.00000 1800.00| 105.00000 2520.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 60000.00000 60000.00| 60000.00000 60000.00| 60390.43000 60390.43 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-01015 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 51800.00000 51800.00 CLEARING AND GRUBBING | | | 0013 202-51328 LUMP | 122302.28000 122302.28| 150000.00000 150000.00| 120200.00000 120200.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0014 203-02000 39.000 CYS | 65.66000 2560.74| 20.00000 780.00| 276.00000 10764.00 EXCAVATION, COMMON | | | 0015 203-02070 690.000 CYS | 20.52000 14158.80| 20.00000 13800.00| 38.00000 26220.00 BORROW | | | 0016 205-03371 100.000 CYS | 26.37000 2637.00| 20.00000 2000.00| 50.00000 5000.00 SEDIMENT, REMOVE | | | 0017 205-06937 1180.000 LFT | 2.08000 2454.40| 1.00000 1180.00| 1.30000 1534.00 TEMPORARY SILT FENCE | | | 0018 205-06938 105.000 LFT | 27.46000 2883.30| 10.00000 1050.00| 55.00000 5775.00 TEMPORARY SLOPE DRAIN | | | 0019 205-09543 100.000 TON | 48.46000 4846.00| 15.00000 1500.00| 20.00000 2000.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -8 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1310611 |( 6 ) 38-3806996 |WEDDLE BROTHERS HIGHWAY GROU |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08263 914.000 SYS | 27.50000 25135.00| 11.00000 10054.00| 22.00000 20108.00 SUBGRADE TREATMENT, TYPE IA | | | 0021 211-06467 72.600 CYS | 52.36000 3801.34| 50.00000 3630.00| 88.00000 6388.80 AGGREGATE FOR END BENT BACKFILL | | | 0022 301-07448 446.200 TON | 39.78000 17749.84| 25.00000 11155.00| 32.00000 14278.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 53.600 CYS | 82.75000 4435.40| 50.00000 2680.00| 59.00000 3162.40 DENSE GRADED SUBBASE | | | 0024 303-01180 340.000 TON | 17.31000 5885.40| 15.00000 5100.00| 24.00000 8160.00 COMPACTED AGGREGATE, NO. 53 , | | | UNDISTRIBUTED | | | 0025 303-05738 5.600 TON | 359.67000 2014.15| 15.00000 84.00| 220.00000 1232.00 AGGREGATE, NO. 5 | | | 0026 306-08043 320.000 SYS | 24.66000 7891.20| 15.00000 4800.00| 14.00000 4480.00 MILLING, TRANSITION | | | 0027 402-07432 112.000 TON | 70.00000 7840.00| 75.00000 8400.00| 72.00000 8064.00 HMA SURFACE, TYPE A | | | 0028 402-07434 66.000 TON | 100.00000 6600.00| 110.00000 7260.00| 103.00000 6798.00 HMA SURFACE, TYPE C | | | 0029 402-07435 201.000 TON | 80.00000 16080.00| 85.00000 17085.00| 82.00000 16482.00 HMA INTERMEDIATE, TYPE A | | | 0030 402-07452 66.000 TON | 70.00000 4620.00| 75.00000 4950.00| 72.00000 4752.00 HMA WEDGE AND LEVEL, TYPE C | | | 0031 406-05521 1596.000 SYS | 0.01000 15.96| 0.02000 31.92| 0.10000 159.60 ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 1870.00000 7480.00| 2100.00000 8400.00| 2000.00000 8000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-02241 1294.800 LFT | 4.00000 5179.20| 2.00000 2589.60| 1.60000 2071.68 GUARDRAIL, REMOVE | | | 0034 601-99105 1087.500 LFT | 17.00000 18487.50| 19.00000 20662.50| 18.00000 19575.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0035 601-99132 4.000 EACH | 90.00000 360.00| 75.00000 300.00| 72.00000 288.00 GUARDRAIL TRANSITION, VH, 6FT-3 IN | | | SPACING | | | 0036 602-06729 14.000 EACH | 13.00000 182.00| 10.00000 140.00| 13.50000 189.00 BARRIER DELINEATOR | | | 0037 609-06259 332.100 SYS | 60.22000 19999.06| 100.00000 33210.00| 127.00000 42176.70 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0038 616-02320 672.300 SYS | 1.58000 1062.23| 4.00000 2689.20| 2.50000 1680.75 GEOTEXTILES | | | 0039 616-06405 204.400 TON | 76.42000 15620.25| 28.00000 5723.20| 36.00000 7358.40 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -9 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1310611 |( 6 ) 38-3806996 |WEDDLE BROTHERS HIGHWAY GROU |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 619-95457 LUMP | 27600.00000 27600.00| 50000.00000 50000.00| 27900.00000 27900.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0041 621-01004 3.000 EACH | 350.00000 1050.00| 200.00000 600.00| 620.00000 1860.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02363 1000.000 SYS | 0.61000 610.00| 0.30000 300.00| 0.50000 500.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0043 621-02770 2059.200 SYS | 1.10000 2265.12| 1.50000 3088.80| 1.10000 2265.12 EROSION CONTROL BLANKET | | | 0044 621-03909 2.500 LBS | 20.00000 50.00| 100.00000 250.00| 105.00000 262.50 SEED MIXTURE, NATIVE | | | 0045 621-06559 500.000 SYS | 0.65000 325.00| 2.00000 1000.00| 1.20000 600.00 MULCHED SEEDING, R | | | 0046 621-06574 57.800 SYS | 7.00000 404.60| 20.00000 1156.00| 15.40000 890.12 SODDING | | | 0047 622-52436 4.000 EACH | 23.00000 92.00| 40.00000 160.00| 43.00000 172.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 20.000 EACH | 9.00000 180.00| 15.00000 300.00| 17.40000 348.00 SEEDLING | | | 0049 622-98200 8.000 EACH | 23.00000 184.00| 40.00000 320.00| 43.00000 344.00 SIGN, DO NOT DISTURB | | | 0050 628-09402 12.000 MOS | 3295.89000 39550.68| 1100.00000 13200.00| 2000.00000 24000.00 FIELD OFFICE, B | | | 0051 701-02938 16.000 LFT | 828.37000 13253.92| 1000.00000 16000.00| 515.00000 8240.00 CORED HOLE IN ROCK, 24 IN | | | 0052 701-09739 4.000 EACH | 111.27000 445.08| 300.00000 1200.00| 101.00000 404.00 PILE SHOE, HP 12 X 53 | | | 0053 701-51195 124.000 LFT | 267.69000 33193.56| 100.00000 12400.00| 260.00000 32240.00 PILE, STEEL H, HP 12 IN X 53 | | | 0054 701-93633 60.000 LFT | 263.03000 15781.80| 300.00000 18000.00| 340.00000 20400.00 OVERSIZED PRE-DRILLED HOLES 24 IN. | | | DIAMETER | | | 0055 701-97874 48.000 LFT | 192.20000 9225.60| 250.00000 12000.00| 260.00000 12480.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 12 IN X 53 | | | 0056 702-51005 61.000 CYS | 1594.82000 97284.02| 1000.00000 61000.00| 1700.00000 103700.00 CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51100 464.000 LBS | 9.67000 4486.88| 5.00000 2320.00| 8.80000 4083.20 DRAIN PIPE, CAST IRON, 6 IN | | | 0058 702-51110 1288.000 LBS | 3.63000 4675.44| 4.00000 5152.00| 5.20000 6697.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0059 702-51863 120.000 EACH | 12.26000 1471.20| 20.00000 2400.00| 26.00000 3120.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -10 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1310611 |( 6 ) 38-3806996 |WEDDLE BROTHERS HIGHWAY GROU |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 703-01540 8.000 EACH | 49.83000 398.64| 25.00000 200.00| 56.00000 448.00 THREADED TIE BAR ASSEMBLY | | | 0061 703-06028 4380.000 LBS | 1.07000 4686.60| 1.00000 4380.00| 1.05000 4599.00 REINFORCING BARS | | | 0062 703-06029 80830.000 LBS | 1.05000 84871.50| 1.00000 80830.00| 1.10000 88913.00 REINFORCING BARS, EPOXY COATED | | | 0063 703-97936 498.000 EACH | 11.22000 5587.56| 25.00000 12450.00| 16.40000 8167.20 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 216.000 CYS | 907.90000 196106.40| 1000.00000 216000.00| 880.00000 190080.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05732 4.000 EACH | 1500.00000 6000.00| 1800.00000 7200.00| 1550.00000 6200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 31.500 CYS | 529.00000 16663.50| 600.00000 18900.00| 540.00000 17010.00 CONCRETE, C, RAILING | | | 0067 709-51821 LUMP | 5071.00000 5071.00| 6000.00000 6000.00| 5240.00000 5240.00 SURFACE SEAL | | | 0068 711-51038 LUMP | 125306.00000 125306.00| 130000.00000 130000.00| 133700.00000 133700.00 STRUCTURAL STEEL | | | 0069 711-51864 112.000 EACH | 38.25000 4284.00| 30.00000 3360.00| 29.00000 3248.00 DRILLED HOLE | | | 0070 711-95291 LUMP | 13793.96000 13793.96| 30000.00000 30000.00| 45800.00000 45800.00 JACKING AND SUPPORTING STEEL BEAMS | | | 0071 711-96526 2664.000 EACH | 5.36000 14279.04| 5.00000 13320.00| 3.30000 8791.20 FIELD WELDED STUD, 0.875 IN DIAMETER | | | 0072 715-05407 132.000 LFT | 11.08000 1462.56| 10.00000 1320.00| 12.50000 1650.00 PIPE, END BENT DRAIN, 6 IN | | | 0073 726-92406 18.000 EACH | 995.26000 17914.68| 550.00000 9900.00| 830.00000 14940.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0074 801-03290 4.000 EACH | 180.00000 720.00| 230.00000 920.00| 180.00000 720.00 CONSTRUCTION SIGN, C | | | 0075 801-06203 532.000 LFT | 1.25000 665.00| 1.00000 532.00| 1.25000 665.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0076 801-06207 2188.000 LFT | 1.25000 2735.00| 1.00000 2188.00| 1.00000 2188.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0077 801-06218 20.000 LFT | 7.50000 150.00| 10.00000 200.00| 6.00000 120.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0078 801-06640 24.000 EACH | 170.00000 4080.00| 150.00000 3600.00| 174.00000 4176.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 2.000 EACH | 60.00000 120.00| 55.00000 110.00| 46.00000 92.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -11 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-1310611 |( 6 ) 38-3806996 |WEDDLE BROTHERS HIGHWAY GROU |DUNCAN ROBERTSON INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 801-06775 LUMP | 10337.05000 10337.05| 25000.00000 25000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0081 801-08401 496.000 LFT | 27.12000 13451.52| 50.00000 24800.00| 48.00000 23808.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0082 801-08508 424.000 LFT | 43.54000 18460.96| 50.00000 21200.00| 51.00000 21624.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0083 801-53072 LUMP | 19500.00000 19500.00| 40000.00000 40000.00| 20100.00000 20100.00 TEMPORARY TRAFFIC SIGNAL | | | 0084 802-07059 4.000 EACH | 25.00000 100.00| 40.00000 160.00| 36.00000 144.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0085 802-07060 1.000 EACH | 200.00000 200.00| 180.00000 180.00| 175.00000 175.00 SIGN, SHEET, RELOCATE | | | 0086 808-06703 960.000 LFT | 0.60000 576.00| 1.05000 1008.00| 1.00000 960.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0087 808-06716 1179.000 LFT | 0.25000 294.75| 0.70000 825.30| 0.80000 943.20 LINE, REMOVE | | | 0088 808-10033 468.000 LFT | 4.50000 2106.00| 3.20000 1497.60| 3.70000 1731.60 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0089 808-10034 468.000 LFT | 4.50000 2106.00| 3.20000 1497.60| 3.70000 1731.60 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0090 808-75240 101.000 LFT | 0.60000 60.60| 2.15000 217.15| 1.00000 101.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0091 808-75245 864.000 LFT | 0.60000 518.40| 1.05000 907.20| 1.00000 864.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0092 808-75290 110.000 LFT | 3.50000 385.00| 6.10000 671.00| 3.80000 418.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24" | | | 0093 808-75996 36.000 EACH | 20.73000 746.28| 25.00000 900.00| 7.25000 261.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0094 808-75998 36.000 EACH | 40.00000 1440.00| 70.00000 2520.00| 69.00000 2484.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0095 808-92027 746.000 LFT | 1.20000 895.20| 2.10000 1566.60| 1.75000 1305.50 LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 1,229,173.79| $ 1,263,968.67| $ 1,336,600.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,229,173.79| $ 1,263,968.67| $ 1,336,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -12 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1523985 |( ) |( ) |WIRTZ & YATES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT & WIDENING | | | 0001 105-06845 LUMP | 5640.00000 5640.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 350.00000 700.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 350.00000 8400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-01015 LUMP | 15000.00000 15000.00| | CLEARING AND GRUBBING | | | 0013 202-51328 LUMP | 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0014 203-02000 39.000 CYS | 9.00000 351.00| | EXCAVATION, COMMON | | | 0015 203-02070 690.000 CYS | 18.00000 12420.00| | BORROW | | | 0016 205-03371 100.000 CYS | 9.00000 900.00| | SEDIMENT, REMOVE | | | 0017 205-06937 1180.000 LFT | 1.54000 1817.20| | TEMPORARY SILT FENCE | | | 0018 205-06938 105.000 LFT | 15.00000 1575.00| | TEMPORARY SLOPE DRAIN | | | 0019 205-09543 100.000 TON | 23.00000 2300.00| | NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -13 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1523985 |( ) |( ) |WIRTZ & YATES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08263 914.000 SYS | 15.00000 13710.00| | SUBGRADE TREATMENT, TYPE IA | | | 0021 211-06467 72.600 CYS | 30.00000 2178.00| | AGGREGATE FOR END BENT BACKFILL | | | 0022 301-07448 446.200 TON | 19.00000 8477.80| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 53.600 CYS | 30.00000 1608.00| | DENSE GRADED SUBBASE | | | 0024 303-01180 340.000 TON | 22.00000 7480.00| | COMPACTED AGGREGATE, NO. 53 , | | | UNDISTRIBUTED | | | 0025 303-05738 5.600 TON | 30.00000 168.00| | AGGREGATE, NO. 5 | | | 0026 306-08043 320.000 SYS | 30.00000 9600.00| | MILLING, TRANSITION | | | 0027 402-07432 112.000 TON | 95.50000 10696.00| | HMA SURFACE, TYPE A | | | 0028 402-07434 66.000 TON | 95.50000 6303.00| | HMA SURFACE, TYPE C | | | 0029 402-07435 201.000 TON | 79.50000 15979.50| | HMA INTERMEDIATE, TYPE A | | | 0030 402-07452 66.000 TON | 95.50000 6303.00| | HMA WEDGE AND LEVEL, TYPE C | | | 0031 406-05521 1596.000 SYS | 0.15000 239.40| | ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 2500.00000 10000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-02241 1294.800 LFT | 3.00000 3884.40| | GUARDRAIL, REMOVE | | | 0034 601-99105 1087.500 LFT | 25.00000 27187.50| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0035 601-99132 4.000 EACH | 120.00000 480.00| | GUARDRAIL TRANSITION, VH, 6FT-3 IN | | | SPACING | | | 0036 602-06729 14.000 EACH | 18.00000 252.00| | BARRIER DELINEATOR | | | 0037 609-06259 332.100 SYS | 65.00000 21586.50| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0038 616-02320 672.300 SYS | 4.50000 3025.35| | GEOTEXTILES | | | 0039 616-06405 204.400 TON | 48.00000 9811.20| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -14 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1523985 |( ) |( ) |WIRTZ & YATES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 619-95457 LUMP | 50000.00000 50000.00| | CLEAN AND PAINT STRUCTURAL STEEL | | | 0041 621-01004 3.000 EACH | 700.00000 2100.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02363 1000.000 SYS | 0.47000 470.00| | MULCHED SEEDING T, CONVENTIONAL MIX | | | 0043 621-02770 2059.200 SYS | 125.00000 257400.00| | EROSION CONTROL BLANKET | | | 0044 621-03909 2.500 LBS | 123.60000 309.00| | SEED MIXTURE, NATIVE | | | 0045 621-06559 500.000 SYS | 1.33000 665.00| | MULCHED SEEDING, R | | | 0046 621-06574 57.800 SYS | 17.88000 1033.46| | SODDING | | | 0047 622-52436 4.000 EACH | 27.60000 110.40| | SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 20.000 EACH | 20.28000 405.60| | SEEDLING | | | 0049 622-98200 8.000 EACH | 27.60000 220.80| | SIGN, DO NOT DISTURB | | | 0050 628-09402 12.000 MOS | 2300.00000 27600.00| | FIELD OFFICE, B | | | 0051 701-02938 16.000 LFT | 750.00000 12000.00| | CORED HOLE IN ROCK, 24 IN | | | 0052 701-09739 4.000 EACH | 125.00000 500.00| | PILE SHOE, HP 12 X 53 | | | 0053 701-51195 124.000 LFT | 42.00000 5208.00| | PILE, STEEL H, HP 12 IN X 53 | | | 0054 701-93633 60.000 LFT | 300.00000 18000.00| | OVERSIZED PRE-DRILLED HOLES 24 IN. | | | DIAMETER | | | 0055 701-97874 48.000 LFT | 250.00000 12000.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 12 IN X 53 | | | 0056 702-51005 61.000 CYS | 550.00000 33550.00| | CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51100 464.000 LBS | 8.00000 3712.00| | DRAIN PIPE, CAST IRON, 6 IN | | | 0058 702-51110 1288.000 LBS | 12.00000 15456.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0059 702-51863 120.000 EACH | 8.50000 1020.00| | FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -15 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1523985 |( ) |( ) |WIRTZ & YATES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 703-01540 8.000 EACH | 50.00000 400.00| | THREADED TIE BAR ASSEMBLY | | | 0061 703-06028 4380.000 LBS | 0.95000 4161.00| | REINFORCING BARS | | | 0062 703-06029 80830.000 LBS | 1.15000 92954.50| | REINFORCING BARS, EPOXY COATED | | | 0063 703-97936 498.000 EACH | 13.00000 6474.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 216.000 CYS | 725.00000 156600.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05732 4.000 EACH | 1800.00000 7200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 31.500 CYS | 720.00000 22680.00| | CONCRETE, C, RAILING | | | 0067 709-51821 LUMP | 6400.00000 6400.00| | SURFACE SEAL | | | 0068 711-51038 LUMP | 95000.00000 95000.00| | STRUCTURAL STEEL | | | 0069 711-51864 112.000 EACH | 34.00000 3808.00| | DRILLED HOLE | | | 0070 711-95291 LUMP | 30000.00000 30000.00| | JACKING AND SUPPORTING STEEL BEAMS | | | 0071 711-96526 2664.000 EACH | 3.75000 9990.00| | FIELD WELDED STUD, 0.875 IN DIAMETER | | | 0072 715-05407 132.000 LFT | 7.50000 990.00| | PIPE, END BENT DRAIN, 6 IN | | | 0073 726-92406 18.000 EACH | 1600.00000 28800.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0074 801-03290 4.000 EACH | 210.00000 840.00| | CONSTRUCTION SIGN, C | | | 0075 801-06203 532.000 LFT | 1.25000 665.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0076 801-06207 2188.000 LFT | 0.90000 1969.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0077 801-06218 20.000 LFT | 6.70000 134.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0078 801-06640 24.000 EACH | 199.00000 4776.00| | CONSTRUCTION SIGN, A | | | 0079 801-06645 2.000 EACH | 54.00000 108.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 511 -16 TABULATION OF BIDS CALL ORDER : 511 CONTRACT ID : B -29021-A COUNTIES : HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1523985 |( ) |( ) |WIRTZ & YATES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 801-06775 LUMP | 8000.00000 8000.00| | MAINTAINING TRAFFIC | | | 0081 801-08401 496.000 LFT | 35.00000 17360.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0082 801-08508 424.000 LFT | 36.00000 15264.00| | TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0083 801-53072 LUMP | 25000.00000 25000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0084 802-07059 4.000 EACH | 52.00000 208.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0085 802-07060 1.000 EACH | 190.00000 190.00| | SIGN, SHEET, RELOCATE | | | 0086 808-06703 960.000 LFT | 0.95000 912.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0087 808-06716 1179.000 LFT | 0.85000 1002.15| | LINE, REMOVE | | | 0088 808-10033 468.000 LFT | 3.85000 1801.80| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0089 808-10034 468.000 LFT | 3.85000 1801.80| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0090 808-75240 101.000 LFT | 0.90000 90.90| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0091 808-75245 864.000 LFT | 0.90000 777.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0092 808-75290 110.000 LFT | 4.25000 467.50| | TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24" | | | 0093 808-75996 36.000 EACH | 9.00000 324.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0094 808-75998 36.000 EACH | 75.00000 2700.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0095 808-92027 746.000 LFT | 1.90000 1417.40| | LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 1,361,106.96| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,361,106.96| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -1 VENDOR RANKING CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 11/30/12 LOCATION : ON US 231 OVER FRIENDS CREEK, 2.4 MILES SOUTH OF US 50 PROJECT(S) : 0758008 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR INC $ 3,122,795.95 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 3,171,258.45 101.5519% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 3,241,802.32 103.8109% 4 35-1917625 MILESTONE CONTRACTORS LP $ 3,288,778.67 105.3152% 5 35-1385672 FORCE CONSTRUCTION CO INC $ 3,397,053.37 108.7824% 6 35-1878024 RAGLE INC $ 3,398,414.42 108.8260% 7 35-1487672 MAC CONSTRUCTION & EXCAVATING $ 3,670,500.00 117.5389% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,732,973.58 119.5395% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -2 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |CLR INC |CRIDER & CRIDER INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 47773.54000 47773.54| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 30.00000 60.00| 128.73000 257.46| 250.00000 500.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 35.00000 1680.00| 85.82000 4119.36| 90.00000 4320.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 157000.00000 157000.00| 82241.05000 82241.05| 160000.00000 160000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 50000.00000 50000.00| 50000.00000 50000.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0013 202-03000 LUMP | 10500.00000 10500.00| 8766.58000 8766.58| 9500.00000 9500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 1 | | | 0014 202-51330 LUMP | 30000.00000 30000.00| 50996.94000 50996.94| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE | | | 0015 202-74035 3.000 EACH | 96.00000 288.00| 50.00000 150.00| 42.00000 126.00 SIGN, REMOVE | | | 0016 203-02000 39386.300 CYS | 5.00000 196931.50| 5.73000 225683.50| 6.50000 256010.95 EXCAVATION, COMMON | | | 0017 203-51223 1252.600 CYS | 8.50000 10647.10| 9.00000 11273.40| 9.00000 11273.40 EXCAVATION, WATERWAY | | | 0018 204-02290 4.000 EACH | 500.00000 2000.00| 1606.51000 6426.04| 1125.00000 4500.00 SETTLEMENT PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -3 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |CLR INC |CRIDER & CRIDER INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 1145.000 TON | 17.60000 20152.00| 33.00000 37785.00| 40.00000 45800.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06932 2325.000 LFT | 3.00000 6975.00| 4.50000 10462.50| 9.00000 20925.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06937 570.000 LFT | 5.05000 2878.50| 3.50000 1995.00| 1.50000 855.00 TEMPORARY SILT FENCE | | | 0022 205-09543 100.000 TON | 19.95000 1995.00| 22.00000 2200.00| 20.50000 2050.00 NO 2 STONE | | | 0024 207-08267 10757.000 SYS | 7.50000 80677.50| 8.00000 86056.00| 6.00000 64542.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-06467 84.500 CYS | 85.00000 7182.50| 50.00000 4225.00| 72.00000 6084.00 AGGREGATE FOR END BENT BACKFILL | | | 0026 211-09264 398.000 CYS | 37.00000 14726.00| 30.00000 11940.00| 33.50000 13333.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 301-07448 3987.700 TON | 20.00000 79754.00| 18.50000 73772.45| 16.00000 63803.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-07455 115.700 CYS | 29.00000 3355.30| 50.00000 5785.00| 41.50000 4801.55 DENSE GRADED SUBBASE | | | 0029 303-08210 270.700 TON | 21.00000 5684.70| 22.00000 5955.40| 21.50000 5820.05 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0030 306-08043 400.000 SYS | 7.00000 2800.00| 8.30000 3320.00| 11.90000 4760.00 MILLING, TRANSITION | | | 0031 401-07320 533.700 TON | 65.00000 34690.50| 59.00000 31488.30| 61.25000 32689.13 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0032 401-07328 674.300 TON | 77.00000 51921.10| 70.00000 47201.00| 64.25000 43323.78 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0033 401-07398 1064.600 TON | 57.00000 60682.20| 52.00000 55359.20| 48.75000 51899.25 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07406 1601.000 TON | 50.00000 80050.00| 46.00000 73646.00| 44.50000 71244.50 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0035 401-07408 6062.200 TON | 49.00000 297047.80| 47.00000 284923.40| 44.50000 269767.90 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 402-07433 741.000 TON | 60.00000 44460.00| 55.00000 40755.00| 57.75000 42792.75 HMA SURFACE, TYPE B | | | 0037 402-07438 1235.000 TON | 53.00000 65455.00| 48.00000 59280.00| 48.75000 60206.25 HMA INTERMEDIATE, TYPE B | | | 0038 402-07441 4199.100 TON | 49.00000 205755.90| 45.00000 188959.50| 44.50000 186859.95 HMA BASE, TYPE B | | | 0039 406-05520 10.800 TON | 600.00000 6480.00| 600.00000 6480.00| 550.00000 5940.00 ASPHALT FOR TACK COAT | | | 0041 601-01522 4.000 EACH | 2000.00000 8000.00| 1820.00000 7280.00| 2400.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -4 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |CLR INC |CRIDER & CRIDER INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 601-01848 1.000 EACH | 2495.00000 2495.00| 2260.00000 2260.00| 2225.00000 2225.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0043 601-94689 3.000 EACH | 2550.00000 7650.00| 2310.00000 6930.00| 2730.00000 8190.00 GUARDRAIL END TREATMENT, OS | | | 0044 601-97080 4.000 EACH | 2075.00000 8300.00| 1890.00000 7560.00| 1750.00000 7000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 450.000 LFT | 19.00000 8550.00| 17.60000 7920.00| 18.65000 8392.50 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0046 602-06729 8.000 EACH | 19.00000 152.00| 12.00000 96.00| 13.00000 104.00 BARRIER DELINEATOR | | | 0047 609-06259 349.200 SYS | 75.00000 26190.00| 75.00000 26190.00| 55.00000 19206.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0048 610-07487 361.300 TON | 90.00000 32517.00| 82.00000 29626.60| 64.00000 23123.20 HMA FOR APPROACHES, TYPE B | | | 0049 611-06497 5.000 EACH | 200.00000 1000.00| 185.00000 925.00| 205.00000 1025.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 22.000 EACH | 155.00000 3410.00| 155.00000 3410.00| 145.00000 3190.00 RIGHT OF WAY MARKER | | | 0051 615-06505 3.000 EACH | 630.00000 1890.00| 630.00000 1890.00| 830.00000 2490.00 MONUMENT, B | | | 0052 616-02320 4660.000 SYS | 3.00000 13980.00| 2.10000 9786.00| 3.20000 14912.00 GEOTEXTILES | | | 0053 616-06405 3343.700 TON | 19.00000 63530.30| 25.03000 83692.81| 22.50000 75233.25 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 1000.00000 2000.00| 550.00000 1100.00| 580.00000 1160.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-01371 141.000 LBS | 4.40000 620.40| 4.75000 669.75| 5.00000 705.00 SEED MIXTURE, LEGUME, 2 | | | 0056 621-06545 4.400 TON | 750.00000 3300.00| 500.00000 2200.00| 530.00000 2332.00 FERTILIZER | | | 0057 621-06553 1022.000 LBS | 2.50000 2555.00| 2.90000 2963.80| 3.10000 3168.20 SEED MIXTURE, R | | | 0058 621-06557 408.000 LBS | 0.28000 114.24| 2.00000 816.00| 2.10000 856.80 SEED MIXTURE, T | | | 0059 621-06565 22.200 TON | 375.00000 8325.00| 410.00000 9102.00| 435.00000 9657.00 MULCHING MATERIAL | | | 0060 621-06567 10.300 kGAL | 0.25000 2.58| 1.00000 10.30| 1.00000 10.30 WATER | | | 0061 621-06574 2497.700 SYS | 3.25000 8117.53| 3.25000 8117.53| 3.50000 8741.95 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -5 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |CLR INC |CRIDER & CRIDER INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 622-52436 6.000 EACH | 30.00000 180.00| 32.00000 192.00| 34.00000 204.00 SIGN, DO NOT MOW OR SPRAY | | | 0063 622-91786 310.000 EACH | 6.00000 1860.00| 6.00000 1860.00| 6.35000 1968.50 SEEDLING | | | 0064 628-09402 24.000 MOS | 740.00000 17760.00| 1700.00000 40800.00| 1400.00000 33600.00 FIELD OFFICE, B | | | 0065 701-09739 28.000 EACH | 130.00000 3640.00| 110.00000 3080.00| 115.00000 3220.00 PILE SHOE, HP 12 X 53 , HP 12 X 53 | | | 0066 701-51195 826.000 LFT | 48.00000 39648.00| 60.00000 49560.00| 65.00000 53690.00 PILE, STEEL H, HP 12 IN X 53 | | | 0067 702-51100 720.000 LBS | 6.00000 4320.00| 5.00000 3600.00| 6.00000 4320.00 DRAIN PIPE, CAST IRON, 6 IN | | | 0068 702-51110 1932.000 LBS | 3.00000 5796.00| 5.00000 9660.00| 2.50000 4830.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0069 703-06029 73503.000 LBS | 0.95000 69827.85| 1.00000 73503.00| 1.02000 74973.06 REINFORCING BARS, EPOXY COATED | | | 0070 704-51002 365.100 CYS | 375.00000 136912.50| 425.00000 155167.50| 320.00000 116832.00 CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-05732 4.000 EACH | 1500.00000 6000.00| 1195.00000 4780.00| 1450.00000 5800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-51020 24.500 CYS | 275.00000 6737.50| 250.00000 6125.00| 425.00000 10412.50 CONCRETE, C, RAILING | | | 0073 707-08476 875.000 LFT | 328.00000 287000.00| 320.00000 280000.00| 270.00000 236250.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | 0074 709-51821 LUMP | 5000.00000 5000.00| 3306.00000 3306.00| 4500.00000 4500.00 SURFACE SEAL | | | 0075 713-51335 LUMP | 625000.00000 625000.00| 625587.10000 625587.10| 720000.00000 720000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0076 715-05048 248.000 LFT | 4.90000 1215.20| 7.09000 1758.32| 10.50000 2604.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0077 715-05049 100.000 LFT | 7.50000 750.00| 14.49000 1449.00| 15.00000 1500.00 PIPE, TYPE 4, CIRCULAR, 8 IN | | | 0078 715-05051 100.000 LFT | 12.00000 1200.00| 16.55000 1655.00| 16.50000 1650.00 PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0079 715-05121 42.000 LFT | 50.00000 2100.00| 38.80000 1629.60| 57.00000 2394.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0080 715-05169 388.000 LFT | 24.00000 9312.00| 27.55000 10689.40| 33.00000 12804.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0081 715-05171 240.000 LFT | 50.00000 12000.00| 35.46000 8510.40| 35.00000 8400.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0082 715-46005 4.000 EACH | 500.00000 2000.00| 357.00000 1428.00| 245.00000 980.00 PIPE END SECTION, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -6 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |CLR INC |CRIDER & CRIDER INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 715-46010 10.000 EACH | 505.00000 5050.00| 397.34000 3973.40| 290.00000 2900.00 PIPE END SECTION, 18 IN | | | 0084 801-03290 4.000 EACH | 300.00000 1200.00| 200.00000 800.00| 235.00000 940.00 CONSTRUCTION SIGN, C | | | 0085 801-04308 2.000 EACH | 435.00000 870.00| 175.00000 350.00| 200.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06203 9105.000 LFT | 0.45000 4097.25| 0.42000 3824.10| 0.27000 2458.35 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0087 801-06207 7248.000 LFT | 1.05000 7610.40| 0.95000 6885.60| 1.05000 7610.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0088 801-06640 20.000 EACH | 185.00000 3700.00| 120.00000 2400.00| 200.00000 4000.00 CONSTRUCTION SIGN, A | | | 0089 801-06645 16.000 EACH | 50.00000 800.00| 80.00000 1280.00| 85.00000 1360.00 CONSTRUCTION SIGN, B | | | 0090 801-06649 75.000 EACH | 70.00000 5250.00| 15.00000 1125.00| 11.00000 825.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0091 801-06775 LUMP | 12500.00000 12500.00| 19369.74000 19369.74| 33000.00000 33000.00 MAINTAINING TRAFFIC | | | 0093 801-07118 48.000 LFT | 24.00000 1152.00| 15.00000 720.00| 16.50000 792.00 BARRICADE, III-A | | | 0094 802-05701 8.500 LFT | 50.00000 425.00| 28.00000 238.00| 19.00000 161.50 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0095 802-05702 48.000 LFT | 15.00000 720.00| 14.00000 672.00| 10.50000 504.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0096 802-09838 1.000 SFT | 133.00000 133.00| 105.00000 105.00| 95.00000 95.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0097 802-09842 21.400 SFT | 22.00000 470.80| 20.00000 428.00| 22.25000 476.15 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0098 804-06725 10.000 EACH | 24.00000 240.00| 22.00000 220.00| 27.50000 275.00 DELINEATOR WITH POST, D1 | | | 0099 804-06740 157.000 EACH | 25.00000 3925.00| 23.00000 3611.00| 28.50000 4474.50 DELINEATOR WITH POST, D2 | | | 0100 804-76350 3.000 EACH | 26.00000 78.00| 24.00000 72.00| 29.50000 88.50 DELINEATOR WITH POST, D3 | | | 0101 808-06716 800.000 LFT | 1.10000 880.00| 0.85000 680.00| 1.05000 840.00 LINE, REMOVE | | | 0102 808-10033 6600.000 LFT | 0.28000 1848.00| 0.36000 2376.00| 0.63000 4158.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -7 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |CLR INC |CRIDER & CRIDER INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 808-10034 3095.000 LFT | 0.28000 866.60| 0.36000 1114.20| 0.63000 1949.85 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0104 808-10036 765.000 LFT | 0.28000 214.20| 0.36000 275.40| 0.63000 481.95 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0105 808-75998 49.000 EACH | 75.00000 3675.00| 39.68000 1944.32| 52.00000 2548.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0106 713-99365 400.000 LFT | 12.50000 5000.00| 11.50000 4600.00| 10.50000 4200.00 GUARDRAIL, W BEAM, 6.3 FT SPACING, | | | TEMPORARY BRIDGE APPROACH | | | 0107 207-08263 15104.000 SYS | 5.25000 79296.00| 6.49000 98024.96| 5.05000 76275.20 SUBGRADE TREATMENT, TYPE IA | | | SECTION TOTALS | $ 3,122,795.95| $ 3,171,258.45| $ 3,241,802.32 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,122,795.95| $ 3,171,258.45| $ 3,241,802.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -8 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1878024 |MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 28500.00000 28500.00| 18200.00000 18200.00| 67000.00000 67000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 175.00000 350.00| 300.00000 600.00| 90.00000 180.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 80.00000 3840.00| 150.00000 7200.00| 60.00000 2880.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 164000.00000 164000.00| 175000.00000 175000.00| 170000.00000 170000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 65000.00000 65000.00| 50000.00000 50000.00| 65000.00000 65000.00 CLEARING RIGHT OF WAY | | | 0013 202-03000 LUMP | 4750.00000 4750.00| 6635.18000 6635.18| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 1 | | | 0014 202-51330 LUMP | 32700.00000 32700.00| 110500.00000 110500.00| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE | | | 0015 202-74035 3.000 EACH | 135.00000 405.00| 135.00000 405.00| 50.00000 150.00 SIGN, REMOVE | | | 0016 203-02000 39386.300 CYS | 5.75000 226471.23| 5.75000 226471.23| 6.00000 236317.80 EXCAVATION, COMMON | | | 0017 203-51223 1252.600 CYS | 8.00000 10020.80| 8.00000 10020.80| 5.00000 6263.00 EXCAVATION, WATERWAY | | | 0018 204-02290 4.000 EACH | 975.00000 3900.00| 975.00000 3900.00| 500.00000 2000.00 SETTLEMENT PLATE | | | 0019 205-06931 1145.000 TON | 25.00000 28625.00| 25.00000 28625.00| 30.00000 34350.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -9 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1878024 |MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06932 2325.000 LFT | 7.50000 17437.50| 3.50000 8137.50| 10.00000 23250.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06937 570.000 LFT | 1.50000 855.00| 0.90000 513.00| 3.00000 1710.00 TEMPORARY SILT FENCE | | | 0022 205-09543 100.000 TON | 32.00000 3200.00| 31.90000 3190.00| 25.00000 2500.00 NO 2 STONE | | | 0024 207-08267 10757.000 SYS | 7.00000 75299.00| 6.80000 73147.60| 6.25000 67231.25 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-06467 84.500 CYS | 120.00000 10140.00| 30.73700 2597.28| 30.00000 2535.00 AGGREGATE FOR END BENT BACKFILL | | | 0026 211-09264 398.000 CYS | 42.00000 16716.00| 40.00000 15920.00| 23.00000 9154.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 301-07448 3987.700 TON | 16.00000 63803.20| 18.43900 73529.20| 16.00000 63803.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-07455 115.700 CYS | 81.00000 9371.70| 40.54400 4690.94| 42.00000 4859.40 DENSE GRADED SUBBASE | | | 0029 303-08210 270.700 TON | 30.00000 8121.00| 30.00000 8121.00| 23.00000 6226.10 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0030 306-08043 400.000 SYS | 14.50000 5800.00| 8.75000 3500.00| 10.20000 4080.00 MILLING, TRANSITION | | | 0031 401-07320 533.700 TON | 59.00000 31488.30| 59.00000 31488.30| 59.00000 31488.30 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0032 401-07328 674.300 TON | 70.00000 47201.00| 70.00000 47201.00| 70.00000 47201.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0033 401-07398 1064.600 TON | 52.00000 55359.20| 52.00000 55359.20| 52.00000 55359.20 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07406 1601.000 TON | 46.00000 73646.00| 46.00000 73646.00| 46.00000 73646.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0035 401-07408 6062.200 TON | 47.00000 284923.40| 47.00000 284923.40| 47.00000 284923.40 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 402-07433 741.000 TON | 55.00000 40755.00| 55.00000 40755.00| 55.00000 40755.00 HMA SURFACE, TYPE B | | | 0037 402-07438 1235.000 TON | 48.00000 59280.00| 48.00000 59280.00| 48.00000 59280.00 HMA INTERMEDIATE, TYPE B | | | 0038 402-07441 4199.100 TON | 45.00000 188959.50| 45.00000 188959.50| 45.00000 188959.50 HMA BASE, TYPE B | | | 0039 406-05520 10.800 TON | 600.00000 6480.00| 600.00000 6480.00| 600.00000 6480.00 ASPHALT FOR TACK COAT | | | 0041 601-01522 4.000 EACH | 1980.00000 7920.00| 1980.00000 7920.00| 2275.00000 9100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-01848 1.000 EACH | 1595.00000 1595.00| 1595.00000 1595.00| 2100.00000 2100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -10 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1878024 |MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 601-94689 3.000 EACH | 2495.00000 7485.00| 2495.00000 7485.00| 2575.00000 7725.00 GUARDRAIL END TREATMENT, OS | | | 0044 601-97080 4.000 EACH | 1620.00000 6480.00| 1620.00000 6480.00| 1655.00000 6620.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 450.000 LFT | 21.85000 9832.50| 21.85000 9832.50| 17.60000 7920.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0046 602-06729 8.000 EACH | 15.00000 120.00| 12.61000 100.88| 14.00000 112.00 BARRIER DELINEATOR | | | 0047 609-06259 349.200 SYS | 93.00000 32475.60| 94.82100 33111.49| 70.00000 24444.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0048 610-07487 361.300 TON | 82.00000 29626.60| 82.00000 29626.60| 82.00000 29626.60 HMA FOR APPROACHES, TYPE B | | | 0049 611-06497 5.000 EACH | 135.00000 675.00| 135.00000 675.00| 195.00000 975.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 22.000 EACH | 118.00000 2596.00| 118.00000 2596.00| 138.00000 3036.00 RIGHT OF WAY MARKER | | | 0051 615-06505 3.000 EACH | 650.00000 1950.00| 650.00000 1950.00| 785.00000 2355.00 MONUMENT, B | | | 0052 616-02320 4660.000 SYS | 2.00000 9320.00| 2.09000 9739.40| 2.00000 9320.00 GEOTEXTILES | | | 0053 616-06405 3343.700 TON | 23.00000 76905.10| 22.89400 76550.67| 24.00000 80248.80 RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 375.00000 750.00| 375.00000 750.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-01371 141.000 LBS | 4.00000 564.00| 4.00000 564.00| 4.75000 669.75 SEED MIXTURE, LEGUME, 2 | | | 0056 621-06545 4.400 TON | 575.00000 2530.00| 575.00000 2530.00| 500.00000 2200.00 FERTILIZER | | | 0057 621-06553 1022.000 LBS | 2.25000 2299.50| 2.25000 2299.50| 2.90000 2963.80 SEED MIXTURE, R | | | 0058 621-06557 408.000 LBS | 0.25000 102.00| 0.25000 102.00| 2.00000 816.00 SEED MIXTURE, T | | | 0059 621-06565 22.200 TON | 335.00000 7437.00| 335.00000 7437.00| 410.00000 9102.00 MULCHING MATERIAL | | | 0060 621-06567 10.300 kGAL | 0.25000 2.58| 0.25000 2.58| 1.00000 10.30 WATER | | | 0061 621-06574 2497.700 SYS | 3.25000 8117.53| 3.25000 8117.53| 5.50000 13737.35 SODDING | | | 0062 622-52436 6.000 EACH | 30.00000 180.00| 23.00000 138.00| 32.00000 192.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -11 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1878024 |MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 622-91786 310.000 EACH | 6.00000 1860.00| 6.00000 1860.00| 6.00000 1860.00 SEEDLING | | | 0064 628-09402 24.000 MOS | 1800.00000 43200.00| 1979.90500 47517.72| 1000.00000 24000.00 FIELD OFFICE, B | | | 0065 701-09739 28.000 EACH | 130.00000 3640.00| 100.00000 2800.00| 250.00000 7000.00 PILE SHOE, HP 12 X 53 , HP 12 X 53 | | | 0066 701-51195 826.000 LFT | 56.00000 46256.00| 75.93300 62720.66| 40.00000 33040.00 PILE, STEEL H, HP 12 IN X 53 | | | 0067 702-51100 720.000 LBS | 7.50000 5400.00| 12.03800 8667.36| 7.00000 5040.00 DRAIN PIPE, CAST IRON, 6 IN | | | 0068 702-51110 1932.000 LBS | 3.50000 6762.00| 9.27700 17923.16| 3.00000 5796.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0069 703-06029 73503.000 LBS | 1.00000 73503.00| 1.12500 82690.88| 1.00000 73503.00 REINFORCING BARS, EPOXY COATED | | | 0070 704-51002 365.100 CYS | 670.00000 244617.00| 508.19000 185540.17| 425.00000 155167.50 CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-05732 4.000 EACH | 1250.00000 5000.00| 1195.00000 4780.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-51020 24.500 CYS | 250.00000 6125.00| 250.00000 6125.00| 330.00000 8085.00 CONCRETE, C, RAILING | | | 0073 707-08476 875.000 LFT | 280.00000 245000.00| 301.13500 263493.13| 290.00000 253750.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | 0074 709-51821 LUMP | 3400.00000 3400.00| 3306.00000 3306.00| 4256.50000 4256.50 SURFACE SEAL | | | 0075 713-51335 LUMP | 600000.00000 600000.00| 709905.47000 709905.47| 795000.00000 795000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0076 715-05048 248.000 LFT | 25.00000 6200.00| 17.79700 4413.66| 4.75000 1178.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0077 715-05049 100.000 LFT | 25.00000 2500.00| 25.00000 2500.00| 6.00000 600.00 PIPE, TYPE 4, CIRCULAR, 8 IN | | | 0078 715-05051 100.000 LFT | 26.00000 2600.00| 26.00000 2600.00| 7.50000 750.00 PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0079 715-05121 42.000 LFT | 71.00000 2982.00| 71.00000 2982.00| 45.00000 1890.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0080 715-05169 388.000 LFT | 36.50000 14162.00| 36.50000 14162.00| 25.00000 9700.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0081 715-05171 240.000 LFT | 50.00000 12000.00| 50.00000 12000.00| 45.00000 10800.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0082 715-46005 4.000 EACH | 380.00000 1520.00| 380.00000 1520.00| 325.00000 1300.00 PIPE END SECTION, 15 IN | | | 0083 715-46010 10.000 EACH | 465.00000 4650.00| 465.00000 4650.00| 500.00000 5000.00 PIPE END SECTION, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -12 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1878024 |MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 801-03290 4.000 EACH | 275.00000 1100.00| 275.00000 1100.00| 395.00000 1580.00 CONSTRUCTION SIGN, C | | | 0085 801-04308 2.000 EACH | 395.00000 790.00| 395.00000 790.00| 495.00000 990.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06203 9105.000 LFT | 0.30000 2731.50| 0.28000 2549.40| 0.15000 1365.75 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0087 801-06207 7248.000 LFT | 1.00000 7248.00| 1.00000 7248.00| 0.95000 6885.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0088 801-06640 20.000 EACH | 165.00000 3300.00| 165.00000 3300.00| 295.00000 5900.00 CONSTRUCTION SIGN, A | | | 0089 801-06645 16.000 EACH | 60.00000 960.00| 60.00000 960.00| 150.00000 2400.00 CONSTRUCTION SIGN, B | | | 0090 801-06649 75.000 EACH | 65.00000 4875.00| 12.91600 968.70| 15.00000 1125.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0091 801-06775 LUMP | 72400.00000 72400.00| 23269.10000 23269.10| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0093 801-07118 48.000 LFT | 22.00000 1056.00| 21.85000 1048.80| 12.50000 600.00 BARRICADE, III-A | | | 0094 802-05701 8.500 LFT | 16.25000 138.13| 16.25100 138.13| 18.00000 153.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0095 802-05702 48.000 LFT | 15.50000 744.00| 15.50000 744.00| 10.00000 480.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0096 802-09838 1.000 SFT | 20.00000 20.00| 19.90000 19.90| 90.00000 90.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0097 802-09842 21.400 SFT | 22.00000 470.80| 21.90000 468.66| 21.00000 449.40 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0098 804-06725 10.000 EACH | 35.00000 350.00| 35.00000 350.00| 26.00000 260.00 DELINEATOR WITH POST, D1 | | | 0099 804-06740 157.000 EACH | 41.00000 6437.00| 41.00000 6437.00| 27.00000 4239.00 DELINEATOR WITH POST, D2 | | | 0100 804-76350 3.000 EACH | 125.00000 375.00| 125.00000 375.00| 28.00000 84.00 DELINEATOR WITH POST, D3 | | | 0101 808-06716 800.000 LFT | 1.00000 800.00| 1.00000 800.00| 0.85000 680.00 LINE, REMOVE | | | 0102 808-10033 6600.000 LFT | 0.60000 3960.00| 0.60000 3960.00| 0.36000 2376.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0103 808-10034 3095.000 LFT | 0.60000 1857.00| 0.60000 1857.00| 0.36000 1114.20 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -13 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1878024 |MILESTONE CONTRACTORS LP |FORCE CONSTRUCTION CO INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 808-10036 765.000 LFT | 0.60000 459.00| 0.60000 459.00| 0.36000 275.40 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0105 808-75998 49.000 EACH | 50.00000 2450.00| 49.91000 2445.59| 39.68000 1944.32 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0106 713-99365 400.000 LFT | 10.80000 4320.00| 10.80000 4320.00| 10.00000 4000.00 GUARDRAIL, W BEAM, 6.3 FT SPACING, | | | TEMPORARY BRIDGE APPROACH | | | 0107 207-08263 15104.000 SYS | 4.25000 64192.00| 4.15000 62681.60| 4.75000 71744.00 SUBGRADE TREATMENT, TYPE IA | | | SECTION TOTALS | $ 3,288,778.67| $ 3,397,053.37| $ 3,398,414.42 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,288,778.67| $ 3,397,053.37| $ 3,398,414.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -14 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( ) |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 22000.00000 22000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 300.00000 600.00| 350.00000 700.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 165.00000 7920.00| 75.00000 3600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 160000.00000 160000.00| 186648.67000 186648.67| MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 60000.00000 60000.00| 74659.47000 74659.47| CLEARING RIGHT OF WAY | | | 0013 202-03000 LUMP | 4750.00000 4750.00| 4750.00000 4750.00| HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 1 | | | 0014 202-51330 LUMP | 125000.00000 125000.00| 75000.00000 75000.00| PRESENT STRUCTURE, REMOVE | | | 0015 202-74035 3.000 EACH | 135.00000 405.00| 50.00000 150.00| SIGN, REMOVE | | | 0016 203-02000 39386.300 CYS | 7.00000 275704.10| 5.75000 226471.23| EXCAVATION, COMMON | | | 0017 203-51223 1252.600 CYS | 10.00000 12526.00| 8.00000 10020.80| EXCAVATION, WATERWAY | | | 0018 204-02290 4.000 EACH | 1200.00000 4800.00| 975.00000 3900.00| SETTLEMENT PLATE | | | 0019 205-06931 1145.000 TON | 26.00000 29770.00| 25.00000 28625.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -15 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( ) |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06932 2325.000 LFT | 9.00000 20925.00| 3.50000 8137.50| TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06937 570.000 LFT | 1.40000 798.00| 0.90000 513.00| TEMPORARY SILT FENCE | | | 0022 205-09543 100.000 TON | 33.00000 3300.00| 31.90000 3190.00| NO 2 STONE | | | 0024 207-08267 10757.000 SYS | 6.50000 69920.50| 6.80000 73147.60| SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-06467 84.500 CYS | 51.21000 4327.25| 95.00000 8027.50| AGGREGATE FOR END BENT BACKFILL | | | 0026 211-09264 398.000 CYS | 40.00000 15920.00| 40.00000 15920.00| STRUCTURAL BACKFILL, TYPE 1 | | | 0027 301-07448 3987.700 TON | 23.00000 91717.10| 25.00000 99692.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-07455 115.700 CYS | 50.00000 5785.00| 50.00000 5785.00| DENSE GRADED SUBBASE | | | 0029 303-08210 270.700 TON | 30.00000 8121.00| 30.00000 8121.00| COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0030 306-08043 400.000 SYS | 10.00000 4000.00| 20.00000 8000.00| MILLING, TRANSITION | | | 0031 401-07320 533.700 TON | 65.00000 34690.50| 59.00000 31488.30| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0032 401-07328 674.300 TON | 68.00000 45852.40| 70.00000 47201.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0033 401-07398 1064.600 TON | 52.00000 55359.20| 52.00000 55359.20| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07406 1601.000 TON | 47.00000 75247.00| 46.00000 73646.00| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0035 401-07408 6062.200 TON | 48.00000 290985.60| 47.00000 284923.40| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 402-07433 741.000 TON | 61.00000 45201.00| 55.00000 40755.00| HMA SURFACE, TYPE B | | | 0037 402-07438 1235.000 TON | 52.00000 64220.00| 48.00000 59280.00| HMA INTERMEDIATE, TYPE B | | | 0038 402-07441 4199.100 TON | 48.00000 201556.80| 45.00000 188959.50| HMA BASE, TYPE B | | | 0039 406-05520 10.800 TON | 500.00000 5400.00| 600.00000 6480.00| ASPHALT FOR TACK COAT | | | 0041 601-01522 4.000 EACH | 1980.00000 7920.00| 1820.00000 7280.00| GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-01848 1.000 EACH | 1595.00000 1595.00| 2260.00000 2260.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -16 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( ) |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 601-94689 3.000 EACH | 2495.00000 7485.00| 2310.00000 6930.00| GUARDRAIL END TREATMENT, OS | | | 0044 601-97080 4.000 EACH | 1620.00000 6480.00| 1890.00000 7560.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 450.000 LFT | 21.85000 9832.50| 17.60000 7920.00| GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0046 602-06729 8.000 EACH | 25.00000 200.00| 13.00000 104.00| BARRIER DELINEATOR | | | 0047 609-06259 349.200 SYS | 90.00000 31428.00| 95.00000 33174.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0048 610-07487 361.300 TON | 67.00000 24207.10| 82.00000 29626.60| HMA FOR APPROACHES, TYPE B | | | 0049 611-06497 5.000 EACH | 135.00000 675.00| 185.00000 925.00| MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 22.000 EACH | 118.00000 2596.00| 155.00000 3410.00| RIGHT OF WAY MARKER | | | 0051 615-06505 3.000 EACH | 650.00000 1950.00| 630.00000 1890.00| MONUMENT, B | | | 0052 616-02320 4660.000 SYS | 2.25000 10485.00| 1.80000 8388.00| GEOTEXTILES | | | 0053 616-06405 3343.700 TON | 25.00000 83592.50| 22.75000 76069.18| RIPRAP, REVETMENT | | | 0054 621-01004 2.000 EACH | 550.00000 1100.00| 375.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-01371 141.000 LBS | 4.75000 669.75| 4.00000 564.00| SEED MIXTURE, LEGUME, 2 | | | 0056 621-06545 4.400 TON | 500.00000 2200.00| 575.00000 2530.00| FERTILIZER | | | 0057 621-06553 1022.000 LBS | 2.90000 2963.80| 2.25000 2299.50| SEED MIXTURE, R | | | 0058 621-06557 408.000 LBS | 2.00000 816.00| 0.25000 102.00| SEED MIXTURE, T | | | 0059 621-06565 22.200 TON | 410.00000 9102.00| 335.00000 7437.00| MULCHING MATERIAL | | | 0060 621-06567 10.300 kGAL | 1.00000 10.30| 0.25000 2.58| WATER | | | 0061 621-06574 2497.700 SYS | 3.25000 8117.53| 3.25000 8117.53| SODDING | | | 0062 622-52436 6.000 EACH | 32.00000 192.00| 30.00000 180.00| SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -17 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( ) |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 622-91786 310.000 EACH | 6.00000 1860.00| 6.00000 1860.00| SEEDLING | | | 0064 628-09402 24.000 MOS | 2250.00000 54000.00| 3500.00000 84000.00| FIELD OFFICE, B | | | 0065 701-09739 28.000 EACH | 125.00000 3500.00| 150.00000 4200.00| PILE SHOE, HP 12 X 53 , HP 12 X 53 | | | 0066 701-51195 826.000 LFT | 70.00000 57820.00| 75.00000 61950.00| PILE, STEEL H, HP 12 IN X 53 | | | 0067 702-51100 720.000 LBS | 11.13000 8013.60| 10.00000 7200.00| DRAIN PIPE, CAST IRON, 6 IN | | | 0068 702-51110 1932.000 LBS | 4.75000 9177.00| 5.00000 9660.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0069 703-06029 73503.000 LBS | 1.00000 73503.00| 1.00000 73503.00| REINFORCING BARS, EPOXY COATED | | | 0070 704-51002 365.100 CYS | 525.00000 191677.50| 550.00000 200805.00| CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-05732 4.000 EACH | 1195.00000 4780.00| 1198.00000 4792.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-51020 24.500 CYS | 250.00000 6125.00| 250.00000 6125.00| CONCRETE, C, RAILING | | | 0073 707-08476 875.000 LFT | 372.00000 325500.00| 400.00000 350000.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72" X 48" | | | 0074 709-51821 LUMP | 3306.00000 3306.00| 3306.00000 3306.00| SURFACE SEAL | | | 0075 713-51335 LUMP | 812206.89000 812206.89| 855000.00000 855000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0076 715-05048 248.000 LFT | 18.00000 4464.00| 35.00000 8680.00| PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0077 715-05049 100.000 LFT | 20.00000 2000.00| 25.00000 2500.00| PIPE, TYPE 4, CIRCULAR, 8 IN | | | 0078 715-05051 100.000 LFT | 24.00000 2400.00| 26.00000 2600.00| PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0079 715-05121 42.000 LFT | 60.00000 2520.00| 71.00000 2982.00| PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0080 715-05169 388.000 LFT | 32.00000 12416.00| 36.50000 14162.00| PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0081 715-05171 240.000 LFT | 45.00000 10800.00| 50.00000 12000.00| PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0082 715-46005 4.000 EACH | 380.00000 1520.00| 380.00000 1520.00| PIPE END SECTION, 15 IN | | | 0083 715-46010 10.000 EACH | 465.00000 4650.00| 465.00000 4650.00| PIPE END SECTION, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -18 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( ) |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 801-03290 4.000 EACH | 275.00000 1100.00| 275.00000 1100.00| CONSTRUCTION SIGN, C | | | 0085 801-04308 2.000 EACH | 395.00000 790.00| 395.00000 790.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06203 9105.000 LFT | 0.28000 2549.40| 0.28000 2549.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0087 801-06207 7248.000 LFT | 1.00000 7248.00| 1.00000 7248.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0088 801-06640 20.000 EACH | 165.00000 3300.00| 165.00000 3300.00| CONSTRUCTION SIGN, A | | | 0089 801-06645 16.000 EACH | 60.00000 960.00| 60.00000 960.00| CONSTRUCTION SIGN, B | | | 0090 801-06649 75.000 EACH | 65.00000 4875.00| 65.00000 4875.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0091 801-06775 LUMP | 15000.00000 15000.00| 31000.00000 31000.00| MAINTAINING TRAFFIC | | | 0093 801-07118 48.000 LFT | 21.85000 1048.80| 21.85000 1048.80| BARRICADE, III-A | | | 0094 802-05701 8.500 LFT | 16.25000 138.13| 28.00000 238.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0095 802-05702 48.000 LFT | 15.50000 744.00| 14.00000 672.00| SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0096 802-09838 1.000 SFT | 19.90000 19.90| 105.00000 105.00| SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0097 802-09842 21.400 SFT | 21.90000 468.66| 20.00000 428.00| SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0098 804-06725 10.000 EACH | 35.00000 350.00| 22.00000 220.00| DELINEATOR WITH POST, D1 | | | 0099 804-06740 157.000 EACH | 41.00000 6437.00| 23.00000 3611.00| DELINEATOR WITH POST, D2 | | | 0100 804-76350 3.000 EACH | 125.00000 375.00| 24.00000 72.00| DELINEATOR WITH POST, D3 | | | 0101 808-06716 800.000 LFT | 1.00000 800.00| 1.00000 800.00| LINE, REMOVE | | | 0102 808-10033 6600.000 LFT | 0.40000 2640.00| 0.25000 1650.00| LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0103 808-10034 3095.000 LFT | 0.40000 1238.00| 0.25000 773.75| LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 521 -19 TABULATION OF BIDS CALL ORDER : 521 CONTRACT ID : B -29721-A COUNTIES : MARTIN LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( ) |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 808-10036 765.000 LFT | 0.40000 306.00| 0.25000 191.25| LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0105 808-75998 49.000 EACH | 49.91000 2445.59| 39.68000 1944.32| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0106 713-99365 400.000 LFT | 10.80000 4320.00| 11.50000 4600.00| GUARDRAIL, W BEAM, 6.3 FT SPACING, | | | TEMPORARY BRIDGE APPROACH | | | 0107 207-08263 15104.000 SYS | 4.15000 62681.60| 6.00000 90624.00| SUBGRADE TREATMENT, TYPE IA | | | SECTION TOTALS | $ 3,670,500.00| $ 3,732,973.58| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,670,500.00| $ 3,732,973.58| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 531 -1 VENDOR RANKING CALL ORDER : 531 CONTRACT ID : B -30756-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BRIDGE MAINTENANCE AND REPAIR COMPLETION DATE : 08/06/11 LOCATION : AT VARIOUS THROUGHOUT THE FORT WAYNE DISTRICT PROJECT(S) : 0800144 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES INC $ 853,099.50 100.0000% 2 35-2040341 MOONROCK INC $ 1,047,623.38 122.8020% 3 35-1841857 CRI CONSTRUCTION INC $ 1,918,952.00 224.9388% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 531 -2 TABULATION OF BIDS CALL ORDER : 531 CONTRACT ID : B -30756-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-2040341 |( 3 ) 35-1841857 |PIONEER ASSOCIATES INC |MOONROCK INC |CRI CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-08520 1.000 EACH | 215.00000 215.00| 125.00000 125.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 6.000 MOS | 140.00000 840.00| 75.00000 450.00| 100.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 85000.00000 85000.00| 45800.00000 45800.00| 85000.00000 85000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02240 1216.000 SYS | 27.00000 32832.00| 48.00000 58368.00| 32.00000 38912.00 PAVEMENT REMOVAL | | | 0011 202-51328 LUMP | 2100.00000 2100.00| 11500.00000 11500.00| 23000.00000 23000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | FOR STR. NO. 11 | | | 0012 202-51328 LUMP | 2100.00000 2100.00| 11500.00000 11500.00| 29000.00000 29000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | FOR STR. NO. 12 | | | 0013 203-02000 36.000 CYS | 16.00000 576.00| 25.00000 900.00| 144.00000 5184.00 EXCAVATION, COMMON | | | 0014 306-08043 2380.000 SYS | 8.00000 19040.00| 6.50000 15470.00| 14.00000 33320.00 MILLING, TRANSITION | | | 0015 402-07787 204.000 TON | 120.00000 24480.00| 125.00000 25500.00| 400.00000 81600.00 HMA WEDGE AND LEVEL, TYPE D | | | 0016 406-05520 4.000 TON | 4.00000 16.00| 1.00000 4.00| 1500.00000 6000.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 8.000 EACH | 3700.00000 29600.00| 3700.00000 29600.00| 4900.00000 39200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-06035 400.000 LFT | 13.00000 5200.00| 13.00000 5200.00| 47.00000 18800.00 GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 531 -3 TABULATION OF BIDS CALL ORDER : 531 CONTRACT ID : B -30756-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-2040341 |( 3 ) 35-1841857 |PIONEER ASSOCIATES INC |MOONROCK INC |CRI CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 609-06259 1366.000 SYS | 80.00000 109280.00| 125.00000 170750.00| 178.00000 243148.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0020 628-09408 6.000 MOS | 265.00000 1590.00| 200.00000 1200.00| 700.00000 4200.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0021 628-09409 6.000 MOS | 105.00000 630.00| 75.00000 450.00| 100.00000 600.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0022 702-51864 412.000 EACH | 7.50000 3090.00| 5.00000 2060.00| 24.00000 9888.00 FIELD DRILLED HOLE | | | 0023 702-52376 93.000 CYS | 165.00000 15345.00| 350.00000 32550.00| 1400.00000 130200.00 CONCRETE, C, STRUCTURES | | | 0024 703-06029 52646.000 LBS | 1.20000 63175.20| 0.88000 46328.48| 3.00000 157938.00 REINFORCING BARS, EPOXY COATED | | | 0025 706-05732 8.000 EACH | 1620.00000 12960.00| 3000.00000 24000.00| 2400.00000 19200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0026 706-92612 10.000 LFT | 600.00000 6000.00| 300.00000 3000.00| 1200.00000 12000.00 RAILING, CONCRETE, C, MODIFIED | | | 0028 722-51852 6262.000 SFT | 25.00000 156550.00| 36.00000 225432.00| 78.00000 488436.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0029 724-03276 196.000 LFT | 43.00000 8428.00| 64.00000 12544.00| 150.00000 29400.00 STRUCTURAL EXPANSION JOINT SEALING SYS | | | 0030 724-03276 1160.000 LFT | 44.00000 51040.00| 64.00000 74240.00| 76.00000 88160.00 STRUCTURAL EXPANSION JOINT SEALING SYS | | | REPAIR | | | 0031 724-03276 451.000 LFT | 72.00000 32472.00| 64.00000 28864.00| 45.00000 20295.00 STRUCTURAL EXPANSION JOINT SEALING SYS | | | REPAIR WITH NOSING | | | 0032 724-03276 306.000 LFT | 68.00000 20808.00| 64.00000 19584.00| 120.00000 36720.00 STRUCTURAL EXPANSION JOINT SEALING SYS | | | WITH NOSING | | | 0033 801-01093 12.000 EACH | 300.00000 3600.00| 320.00000 3840.00| 700.00000 8400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0034 801-03290 8.000 EACH | 91.00000 728.00| 91.00000 728.00| 400.00000 3200.00 CONSTRUCTION SIGN, C | | | 0035 801-06207 18120.000 LFT | 0.90000 16308.00| 1.00000 18120.00| 1.00000 18120.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 48.000 EACH | 73.00000 3504.00| 73.00000 3504.00| 200.00000 9600.00 CONSTRUCTION SIGN, A | | | 0037 801-06710 182.000 DAY | 6.00000 1092.00| 15.00000 2730.00| 40.00000 7280.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 531 -4 TABULATION OF BIDS CALL ORDER : 531 CONTRACT ID : B -30756-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-2040341 |( 3 ) 35-1841857 |PIONEER ASSOCIATES INC |MOONROCK INC |CRI CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-06775 LUMP | 74000.00000 74000.00| 62620.00000 62620.00| 114000.00000 114000.00 MAINTAINING TRAFFIC | | | 0039 801-08401 615.000 LFT | 18.00000 11070.00| 21.00000 12915.00| 36.00000 22140.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0040 801-08401 1528.000 LFT | 15.00000 22920.00| 30.00000 45840.00| 36.00000 55008.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 , | | | ANCHORED | | | 0041 801-92448 462.000 DAY | 5.50000 2541.00| 2.50000 1155.00| 10.00000 4620.00 CONSTRUCTION SIGNS, MOBILE | | | 0042 808-06716 7992.000 LFT | 0.76000 6073.92| 0.76000 6073.92| 1.00000 7992.00 LINE, REMOVE | | | 0043 808-10031 330.000 LFT | 0.89000 293.70| 0.89000 293.70| 2.00000 660.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0044 808-10033 3088.000 LFT | 0.89000 2748.32| 0.89000 2748.32| 1.00000 3088.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0045 808-10034 3099.000 LFT | 0.89000 2758.11| 0.89000 2758.11| 1.00000 3099.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0046 808-10037 650.000 LFT | 0.46000 299.00| 0.46000 299.00| 2.00000 1300.00 LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | | 0047 808-10038 75.000 LFT | 6.60000 495.00| 6.56000 492.00| 4.00000 300.00 TRANSVERSE MKGS MULTI-COMP SOLID WHITE, | | | CROSSHATCH LINE 24" | | | 0048 808-10054 920.000 LFT | 0.95000 874.00| 0.93000 855.60| 3.00000 2760.00 LINE, MULTI-COMP, BROKEN, WHITE, 5 IN | | | 0049 202-51328 LUMP | 8000.00000 8000.00| 25000.00000 25000.00| 19000.00000 19000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO. 27 | | | 0050 211-02050 16.000 CYS | 60.00000 960.00| 125.00000 2000.00| 100.00000 1600.00 B BORROW | | | 0051 703-97936 618.000 EACH | 16.00000 9888.00| 14.00000 8652.00| 41.00000 25338.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0052 801-04308 6.000 EACH | 44.00000 264.00| 44.00000 264.00| 300.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-07119 50.000 LFT | 1.75000 87.50| 1.75000 87.50| 35.00000 1750.00 BARRICADE, III-B | | | 0054 801-07118 100.000 LFT | 1.65000 165.00| 1.65000 165.00| 20.00000 2000.00 BARRICADE, III-A | | | 0055 801-06625 36.000 EACH | 15.00000 540.00| 15.00000 540.00| 100.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 808-06712 30.000 LFT | 2.65000 79.50| 2.65000 79.50| 10.00000 300.00 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0057 808-06713 165.000 LFT | 2.65000 437.25| 2.65000 437.25| 6.00000 990.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | SECTION TOTALS | $ 853,099.50| $ 1,047,623.38| $ 1,918,952.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 853,099.50| $ 1,047,623.38| $ 1,918,952.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -1 VENDOR RANKING CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 08/05/11 LOCATION : ON CR 950N OVER FALL CREEK, 3.0 MILES NORTHEAST OF PROJECT(S) : 0500909 MIDDLETOWN ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 634,568.95 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 634,810.00 100.0380% 3 35-1673827 H E HENDERSON INC $ 640,107.82 100.8729% 4 35-1385672 FORCE CONSTRUCTION CO INC $ 651,332.64 102.6417% 5 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 655,000.00 103.2197% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 709,471.01 111.8036% 7 35-1609544 SCHUTT-LOOKABILL CO $ 717,273.72 113.0332% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -2 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1128289 |( 3 ) 35-1673827 |DUNCAN ROBERTSON INC |BEATY CONSTRUCTION INC |H E HENDERSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 4700.00000 4700.00| 9202.40000 9202.40 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 32500.00000 32500.00| 31730.00000 31730.00| 51987.50000 51987.50 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 6000.00000 6000.00| 6300.00000 6300.00| 5800.92000 5800.92 CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 30000.00000 30000.00| 47927.42000 47927.42| 7590.88000 7590.88 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 795.000 CYS | 15.00000 11925.00| 6.75000 5366.25| 11.06000 8792.70 EXCAVATION, COMMON | | | 0011 203-02070 2115.000 CYS | 15.00000 31725.00| 14.50000 30667.50| 15.53000 32845.95 BORROW | | | 0012 203-51223 410.000 CYS | 12.50000 5125.00| 9.25000 3792.50| 21.45000 8794.50 EXCAVATION, WATERWAY | | | 0013 205-03371 10.000 CYS | 10.00000 100.00| 148.00000 1480.00| 27.47000 274.70 SEDIMENT, REMOVE | | | 0014 205-06931 8.000 TON | 25.00000 200.00| 74.00000 592.00| 88.31000 706.48 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 1.000 EACH | 300.00000 300.00| 800.00000 800.00| 627.77000 627.77 TEMPORARY DITCH INLET PROTECTION , | | | GRAVEL RING | | | 0016 205-06936 60.000 TON | 25.00000 1500.00| 173.00000 10380.00| 55.79000 3347.40 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 1670.000 LFT | 1.00000 1670.00| 1.27000 2120.90| 1.32000 2204.40 TEMPORARY SILT FENCE | | | 0018 205-09543 100.000 TON | 30.00000 3000.00| 30.00000 3000.00| 25.53000 2553.00 NO 2 STONE | | | 0019 206-51220 160.000 CYS | 100.00000 16000.00| 85.00000 13600.00| 66.26000 10601.60 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -3 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1128289 |( 3 ) 35-1673827 |DUNCAN ROBERTSON INC |BEATY CONSTRUCTION INC |H E HENDERSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08265 2982.000 SYS | 5.50000 16401.00| 9.00000 26838.00| 7.88000 23498.16 SUBGRADE TREATMENT, TYPE IIA | | | 0021 211-09267 8.000 CYS | 100.00000 800.00| 140.00000 1120.00| 145.82000 1166.56 STRUCTURAL BACKFILL, TYPE 4 | | | 0022 301-07448 985.000 TON | 22.00000 21670.00| 23.00000 22655.00| 18.64000 18360.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 34.000 CYS | 60.00000 2040.00| 66.00000 2244.00| 54.59000 1856.06 DENSE GRADED SUBBASE | | | 0024 306-08034 520.000 SYS | 3.50000 1820.00| 11.00000 5720.00| 12.29000 6390.80 MILLING, ASPHALT, 1 1/2 IN | | | 0025 402-07432 217.000 TON | 90.00000 19530.00| 71.65000 15548.05| 83.74000 18171.58 HMA SURFACE, TYPE A | | | 0026 402-07435 411.000 TON | 64.00000 26304.00| 58.60000 24084.60| 58.86000 24191.46 HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 2625.000 SYS | 0.11000 288.75| 0.17000 446.25| 0.11000 288.75 ASPHALT FOR TACK COAT | | | 0028 601-01839 1.000 EACH | 2000.00000 2000.00| 1838.00000 1838.00| 1921.50000 1921.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-06037 3.000 EACH | 950.00000 2850.00| 884.00000 2652.00| 924.00000 2772.00 GUARDRAIL END TREATMENT, I | | | 0030 601-06374 4.000 EACH | 900.00000 3600.00| 828.00000 3312.00| 866.25000 3465.00 GUARDRAIL TRANSITION, TGS-1 | | | 0031 601-99105 712.500 LFT | 18.20000 12967.50| 17.30000 12326.25| 18.06000 12867.75 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0032 609-06257 192.000 SYS | 100.00000 19200.00| 75.00000 14400.00| 98.15000 18844.80 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0033 615-06505 2.000 EACH | 800.00000 1600.00| 783.50000 1567.00| 819.00000 1638.00 MONUMENT, B | | | 0034 616-02320 424.000 SYS | 4.00000 1696.00| 1.50000 636.00| 3.21000 1361.04 GEOTEXTILES | | | 0035 616-05688 449.000 TON | 40.00000 17960.00| 54.00000 24246.00| 44.83000 20128.67 RIPRAP, CLASS 1 | | | 0036 616-06405 19.000 TON | 40.00000 760.00| 43.00000 817.00| 64.01000 1216.19 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH | 500.00000 500.00| 376.00000 376.00| 393.75000 393.75 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 2622.000 SYS | 1.25000 3277.50| 1.05000 2753.10| 1.09000 2857.98 EROSION CONTROL BLANKET | | | 0039 621-03787 3.000 LBS | 200.00000 600.00| 199.00000 597.00| 207.90000 623.70 SEED MIXTURE, D , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -4 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1128289 |( 3 ) 35-1673827 |DUNCAN ROBERTSON INC |BEATY CONSTRUCTION INC |H E HENDERSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06557 10.000 LBS | 10.00000 100.00| 30.70000 307.00| 32.08000 320.80 SEED MIXTURE, T , MODIFIED | | | 0041 621-06559 3850.000 SYS | 0.40000 1540.00| 0.38000 1463.00| 0.40000 1540.00 MULCHED SEEDING, R | | | 0042 621-06565 0.500 TON | 2000.00000 1000.00| 597.00000 298.50| 623.70000 311.85 MULCHING MATERIAL | | | 0043 621-06567 1.000 kGAL | 1.00000 1.00| 1.00000 1.00| 1.05000 1.05 WATER | | | 0044 621-06574 51.000 SYS | 20.00000 1020.00| 21.60000 1101.60| 27.69000 1412.19 SODDING | | | 0045 628-09401 6.000 MOS | 1500.00000 9000.00| 2500.00000 15000.00| 1819.00000 10914.00 FIELD OFFICE, A | | | 0046 628-09407 6.000 MOS | 400.00000 2400.00| 165.00000 990.00| 247.17000 1483.02 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0047 701-09739 24.000 EACH | 125.00000 3000.00| 110.00000 2640.00| 117.70000 2824.80 PILE SHOE, HP 12 X 53 | | | 0048 701-51195 1216.000 LFT | 40.00000 48640.00| 50.00000 60800.00| 52.22000 63499.52 PILE, STEEL H, HP 12 IN X 53 | | | 0049 702-51005 80.400 CYS | 750.00000 60300.00| 586.00000 47114.40| 651.54000 52383.82 CONCRETE, A, SUBSTRUCTURE | | | 0050 703-06028 5058.000 LBS | 1.00000 5058.00| 0.85000 4299.30| 0.90000 4552.20 REINFORCING BARS | | | 0051 703-06029 62278.000 LBS | 1.00000 62278.00| 0.90000 56050.20| 0.94000 58541.32 REINFORCING BARS, EPOXY COATED | | | 0052 704-51002 146.000 CYS | 750.00000 109500.00| 640.00000 93440.00| 740.22000 108072.12 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-06344 212.500 LFT | 60.00000 12750.00| 53.25000 11315.63| 60.56000 12869.00 RAILING, TS-1 | | | 0054 709-51821 LUMP | 3000.00000 3000.00| 1908.00000 1908.00| 2100.00000 2100.00 SURFACE SEAL | | | 0055 720-90105 1.000 EACH | 500.00000 500.00| 350.00000 350.00| 1284.00000 1284.00 INLET, REPAIR , LOWER CASTING | | | 0056 801-06625 5.000 EACH | 105.00000 525.00| 246.00000 1230.00| 99.75000 498.75 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 28.000 EACH | 130.00000 3640.00| 120.00000 3360.00| 124.95000 3498.60 CONSTRUCTION SIGN, A | | | 0058 801-07118 192.000 LFT | 12.00000 2304.00| 11.00000 2112.00| 11.55000 2217.60 BARRICADE, III-A | | | 0059 801-07119 96.000 LFT | 14.00000 1344.00| 13.00000 1248.00| 13.65000 1310.40 BARRICADE, III-B | | | 0060 802-91122 4.000 EACH | 120.00000 480.00| 120.00000 480.00| 115.50000 462.00 SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -5 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1128289 |( 3 ) 35-1673827 |DUNCAN ROBERTSON INC |BEATY CONSTRUCTION INC |H E HENDERSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 808-06713 2018.000 LFT | 0.65000 1311.70| 0.60000 1210.80| 0.62000 1251.16 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0062 808-06714 1845.000 LFT | 0.65000 1199.25| 0.65000 1199.25| 0.62000 1143.90 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0063 808-06726 39.000 LFT | 6.75000 263.25| 6.50000 253.50| 6.83000 266.37 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | SECTION TOTALS | $ 634,568.95| $ 634,810.00| $ 640,107.82 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 634,568.95| $ 634,810.00| $ 640,107.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -6 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1151771 |( 6 ) 35-1618530 |FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 20000.00000 20000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 32600.00000 32600.00| 30000.00000 30000.00| 35473.55000 35473.55 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 9500.00000 9500.00| 20000.00000 20000.00| 7094.71000 7094.71 CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 52000.00000 52000.00| 35000.00000 35000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 795.000 CYS | 19.30000 15343.50| 40.00000 31800.00| 15.00000 11925.00 EXCAVATION, COMMON | | | 0011 203-02070 2115.000 CYS | 25.56000 54059.40| 10.00000 21150.00| 15.00000 31725.00 BORROW | | | 0012 203-51223 410.000 CYS | 14.26000 5846.60| 16.00000 6560.00| 15.00000 6150.00 EXCAVATION, WATERWAY | | | 0013 205-03371 10.000 CYS | 26.99000 269.90| 20.00000 200.00| 30.00000 300.00 SEDIMENT, REMOVE | | | 0014 205-06931 8.000 TON | 155.20000 1241.60| 42.00000 336.00| 75.00000 600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 1.000 EACH | 203.41000 203.41| 48.00000 48.00| 48.00000 48.00 TEMPORARY DITCH INLET PROTECTION , | | | GRAVEL RING | | | 0016 205-06936 60.000 TON | 37.45000 2247.00| 19.00000 1140.00| 40.00000 2400.00 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 1670.000 LFT | 1.05000 1753.50| 1.55000 2588.50| 1.55000 2588.50 TEMPORARY SILT FENCE | | | 0018 205-09543 100.000 TON | 33.33000 3333.00| 24.00000 2400.00| 40.00000 4000.00 NO 2 STONE | | | 0019 206-51220 160.000 CYS | 36.28000 5804.80| 70.00000 11200.00| 90.00000 14400.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -7 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1151771 |( 6 ) 35-1618530 |FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08265 2982.000 SYS | 10.15000 30267.30| 7.50000 22365.00| 15.00000 44730.00 SUBGRADE TREATMENT, TYPE IIA | | | 0021 211-09267 8.000 CYS | 130.97000 1047.76| 80.00000 640.00| 150.00000 1200.00 STRUCTURAL BACKFILL, TYPE 4 | | | 0022 301-07448 985.000 TON | 17.75000 17483.75| 17.00000 16745.00| 30.00000 29550.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 34.000 CYS | 72.42000 2462.28| 80.00000 2720.00| 95.00000 3230.00 DENSE GRADED SUBBASE | | | 0024 306-08034 520.000 SYS | 9.68000 5033.60| 10.00000 5200.00| 15.00000 7800.00 MILLING, ASPHALT, 1 1/2 IN | | | 0025 402-07432 217.000 TON | 77.47000 16810.99| 71.34000 15480.78| 77.47000 16810.99 HMA SURFACE, TYPE A | | | 0026 402-07435 411.000 TON | 54.83000 22535.13| 58.32000 23969.52| 54.83000 22535.13 HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 2625.000 SYS | 0.10000 262.50| 0.17000 446.25| 0.10000 262.50 ASPHALT FOR TACK COAT | | | 0028 601-01839 1.000 EACH | 1790.00000 1790.00| 1830.00000 1830.00| 1830.00000 1830.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-06037 3.000 EACH | 733.00000 2199.00| 880.00000 2640.00| 880.00000 2640.00 GUARDRAIL END TREATMENT, I | | | 0030 601-06374 4.000 EACH | 723.00000 2892.00| 825.00000 3300.00| 825.00000 3300.00 GUARDRAIL TRANSITION, TGS-1 | | | 0031 601-99105 712.500 LFT | 16.00000 11400.00| 17.20000 12255.00| 17.20000 12255.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0032 609-06257 192.000 SYS | 70.63000 13560.96| 98.00000 18816.00| 95.00000 18240.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0033 615-06505 2.000 EACH | 612.00000 1224.00| 780.00000 1560.00| 780.00000 1560.00 MONUMENT, B | | | 0034 616-02320 424.000 SYS | 2.93000 1242.32| 3.00000 1272.00| 4.00000 1696.00 GEOTEXTILES | | | 0035 616-05688 449.000 TON | 44.13000 19814.37| 54.00000 24246.00| 45.00000 20205.00 RIPRAP, CLASS 1 | | | 0036 616-06405 19.000 TON | 68.00000 1292.00| 28.00000 532.00| 45.00000 855.00 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH | 225.00000 225.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 2622.000 SYS | 1.45000 3801.90| 1.00000 2622.00| 1.00000 2622.00 EROSION CONTROL BLANKET | | | 0039 621-03787 3.000 LBS | 250.00000 750.00| 16.00000 48.00| 16.00000 48.00 SEED MIXTURE, D , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -8 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1151771 |( 6 ) 35-1618530 |FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06557 10.000 LBS | 0.25000 2.50| 14.00000 140.00| 14.00000 140.00 SEED MIXTURE, T , MODIFIED | | | 0041 621-06559 3850.000 SYS | 0.49000 1886.50| 0.60000 2310.00| 0.60000 2310.00 MULCHED SEEDING, R | | | 0042 621-06565 0.500 TON | 425.00000 212.50| 480.00000 240.00| 480.00000 240.00 MULCHING MATERIAL | | | 0043 621-06567 1.000 kGAL | 0.50000 0.50| 1.00000 1.00| 1.00000 1.00 WATER | | | 0044 621-06574 51.000 SYS | 17.00000 867.00| 5.00000 255.00| 5.00000 255.00 SODDING | | | 0045 628-09401 6.000 MOS | 2628.05000 15768.30| 2000.00000 12000.00| 3500.00000 21000.00 FIELD OFFICE, A | | | 0046 628-09407 6.000 MOS | 293.88000 1763.28| 300.00000 1800.00| 300.00000 1800.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0047 701-09739 24.000 EACH | 117.55000 2821.20| 100.00000 2400.00| 150.00000 3600.00 PILE SHOE, HP 12 X 53 | | | 0048 701-51195 1216.000 LFT | 47.82000 58149.12| 52.00000 63232.00| 65.00000 79040.00 PILE, STEEL H, HP 12 IN X 53 | | | 0049 702-51005 80.400 CYS | 514.61000 41374.64| 650.00000 52260.00| 600.00000 48240.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 703-06028 5058.000 LBS | 0.85000 4299.30| 0.99000 5007.42| 1.00000 5058.00 REINFORCING BARS | | | 0051 703-06029 62278.000 LBS | 0.89000 55427.42| 0.90000 56050.20| 1.10000 68505.80 REINFORCING BARS, EPOXY COATED | | | 0052 704-51002 146.000 CYS | 659.81000 96332.26| 650.00000 94900.00| 750.00000 109500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-06344 212.500 LFT | 63.00000 13387.50| 53.00000 11262.50| 53.00000 11262.50 RAILING, TS-1 | | | 0054 709-51821 LUMP | 1899.66000 1899.66| 1899.66000 1899.66| 1899.66000 1899.66 SURFACE SEAL | | | 0055 720-90105 1.000 EACH | 980.60000 980.60| 1268.79000 1268.79| 1000.00000 1000.00 INLET, REPAIR , LOWER CASTING | | | 0056 801-06625 5.000 EACH | 95.00000 475.00| 61.67000 308.35| 95.00000 475.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 28.000 EACH | 145.79000 4082.12| 111.01000 3108.28| 119.00000 3332.00 CONSTRUCTION SIGN, A | | | 0058 801-07118 192.000 LFT | 11.00000 2112.00| 14.80000 2841.60| 11.00000 2112.00 BARRICADE, III-A | | | 0059 801-07119 96.000 LFT | 13.00000 1248.00| 14.80000 1420.80| 13.00000 1248.00 BARRICADE, III-B | | | 0060 802-91122 4.000 EACH | 102.00000 408.00| 61.67000 246.68| 110.00000 440.00 SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -9 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1151771 |( 6 ) 35-1618530 |FORCE CONSTRUCTION CO INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 808-06713 2018.000 LFT | 0.59000 1190.62| 0.59000 1190.62| 0.59000 1190.62 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0062 808-06714 1845.000 LFT | 0.59000 1088.55| 0.59000 1088.55| 0.59000 1088.55 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0063 808-06726 39.000 LFT | 6.50000 253.50| 6.50000 253.50| 6.50000 253.50 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | SECTION TOTALS | $ 651,332.64| $ 655,000.00| $ 709,471.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 651,332.64| $ 655,000.00| $ 709,471.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -10 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 4843.80000 4843.80| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 55736.00000 55736.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 16270.85000 16270.85| | CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 54948.00000 54948.00| | PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 795.000 CYS | 50.56000 40195.20| | EXCAVATION, COMMON | | | 0011 203-02070 2115.000 CYS | 5.00000 10575.00| | BORROW | | | 0012 203-51223 410.000 CYS | 116.37000 47711.70| | EXCAVATION, WATERWAY | | | 0013 205-03371 10.000 CYS | 29.11000 291.10| | SEDIMENT, REMOVE | | | 0014 205-06931 8.000 TON | 40.34000 322.72| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 1.000 EACH | 693.38000 693.38| | TEMPORARY DITCH INLET PROTECTION , | | | GRAVEL RING | | | 0016 205-06936 60.000 TON | 36.10000 2166.00| | TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 1670.000 LFT | 1.30000 2171.00| | TEMPORARY SILT FENCE | | | 0018 205-09543 100.000 TON | 16.14000 1614.00| | NO 2 STONE | | | 0019 206-51220 160.000 CYS | 262.96000 42073.60| | EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -11 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08265 2982.000 SYS | 9.58000 28567.56| | SUBGRADE TREATMENT, TYPE IIA | | | 0021 211-09267 8.000 CYS | 84.67000 677.36| | STRUCTURAL BACKFILL, TYPE 4 | | | 0022 301-07448 985.000 TON | 21.28000 20960.80| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 34.000 CYS | 70.00000 2380.00| | DENSE GRADED SUBBASE | | | 0024 306-08034 520.000 SYS | 10.09000 5246.80| | MILLING, ASPHALT, 1 1/2 IN | | | 0025 402-07432 217.000 TON | 73.84000 16023.28| | HMA SURFACE, TYPE A | | | 0026 402-07435 411.000 TON | 60.36000 24807.96| | HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 2625.000 SYS | 0.18000 472.50| | ASPHALT FOR TACK COAT | | | 0028 601-01839 1.000 EACH | 1894.05000 1894.05| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-06037 3.000 EACH | 910.80000 2732.40| | GUARDRAIL END TREATMENT, I | | | 0030 601-06374 4.000 EACH | 853.88000 3415.52| | GUARDRAIL TRANSITION, TGS-1 | | | 0031 601-99105 712.500 LFT | 17.80000 12682.50| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0032 609-06257 192.000 SYS | 76.87000 14759.04| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0033 615-06505 2.000 EACH | 807.30000 1614.60| | MONUMENT, B | | | 0034 616-02320 424.000 SYS | 2.64000 1119.36| | GEOTEXTILES | | | 0035 616-05688 449.000 TON | 43.29000 19437.21| | RIPRAP, CLASS 1 | | | 0036 616-06405 19.000 TON | 38.70000 735.30| | RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH | 388.13000 388.13| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 2622.000 SYS | 1.08000 2831.76| | EROSION CONTROL BLANKET | | | 0039 621-03787 3.000 LBS | 204.93000 614.79| | SEED MIXTURE, D , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -12 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06557 10.000 LBS | 31.62000 316.20| | SEED MIXTURE, T , MODIFIED | | | 0041 621-06559 3850.000 SYS | 0.39000 1501.50| | MULCHED SEEDING, R | | | 0042 621-06565 0.500 TON | 614.79000 307.40| | MULCHING MATERIAL | | | 0043 621-06567 1.000 kGAL | 1.04000 1.04| | WATER | | | 0044 621-06574 51.000 SYS | 22.27000 1135.77| | SODDING | | | 0045 628-09401 6.000 MOS | 1759.84000 10559.04| | FIELD OFFICE, A | | | 0046 628-09407 6.000 MOS | 682.72000 4096.32| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0047 701-09739 24.000 EACH | 94.07000 2257.68| | PILE SHOE, HP 12 X 53 | | | 0048 701-51195 1216.000 LFT | 48.21000 58623.36| | PILE, STEEL H, HP 12 IN X 53 | | | 0049 702-51005 80.400 CYS | 440.63000 35426.65| | CONCRETE, A, SUBSTRUCTURE | | | 0050 703-06028 5058.000 LBS | 0.87000 4400.46| | REINFORCING BARS | | | 0051 703-06029 62278.000 LBS | 0.91000 56672.98| | REINFORCING BARS, EPOXY COATED | | | 0052 704-51002 146.000 CYS | 522.69000 76312.74| | CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-06344 212.500 LFT | 54.86000 11657.75| | RAILING, TS-1 | | | 0054 709-51821 LUMP | 1966.15000 1966.15| | SURFACE SEAL | | | 0055 720-90105 1.000 EACH | 566.66000 566.66| | INLET, REPAIR , LOWER CASTING | | | 0056 801-06625 5.000 EACH | 98.33000 491.65| | DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 28.000 EACH | 123.17000 3448.76| | CONSTRUCTION SIGN, A | | | 0058 801-07118 192.000 LFT | 11.39000 2186.88| | BARRICADE, III-A | | | 0059 801-07119 96.000 LFT | 13.46000 1292.16| | BARRICADE, III-B | | | 0060 802-91122 4.000 EACH | 113.85000 455.40| | SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 541 -13 TABULATION OF BIDS CALL ORDER : 541 CONTRACT ID : B -31467-A COUNTIES : HENRY LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 808-06713 2018.000 LFT | 0.61000 1230.98| | LINE, PAINT, SOLID, WHITE, 4 IN | | | 0062 808-06714 1845.000 LFT | 0.61000 1125.45| | LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0063 808-06726 39.000 LFT | 6.73000 262.47| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | SECTION TOTALS | $ 717,273.72| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 717,273.72| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -1 VENDOR RANKING CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BRIDGE DECK REPLACEMENT COMPLETION DATE : 07/16/11 LOCATION : ON BLUE BLUFF ROAD OVER WHITE RIVER PROJECT(S) : 0800776 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 773,214.25 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 782,430.85 101.1920% 3 35-1801998 CLR INC $ 798,643.70 103.2888% 4 35-1381845 GEORGE R HARVEY & SON INC $ 857,443.16 110.8933% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 965,405.77 124.8562% 6 35-1385672 FORCE CONSTRUCTION CO INC $ 1,091,036.77 141.1041% 7 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,276,787.05 165.1272% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -2 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1357381 |( 3 ) 35-1801998 |SCHUTT-LOOKABILL CO |DAVE OMARA CONTRACTOR INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 3519.00000 3519.00| 5500.00000 5500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 55731.90000 55731.90| 37000.00000 37000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 137.000 SYS | 16.50000 2260.50| 20.00000 2740.00| 32.00000 4384.00 PAVEMENT REMOVAL | | | 0009 202-51328 LUMP | 140000.00000 140000.00| 189000.00000 189000.00| 121500.00000 121500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-74045 2.000 EACH | 103.50000 207.00| 225.00000 450.00| 138.00000 276.00 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0011 202-93741 4.000 EACH | 134.55000 538.20| 160.00000 640.00| 145.00000 580.00 GUARDRAIL END TREATMENT, REMOVE | | | 0012 203-02000 243.000 CYS | 53.52000 13005.36| 23.00000 5589.00| 25.00000 6075.00 EXCAVATION, COMMON | | | 0013 205-06937 2020.000 LFT | 1.31000 2646.20| 1.50000 3030.00| 1.35000 2727.00 TEMPORARY SILT FENCE | | | 0014 211-06467 32.600 CYS | 70.29000 2291.45| 110.00000 3586.00| 100.00000 3260.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 302-07455 22.800 CYS | 81.54000 1859.11| 66.00000 1504.80| 120.00000 2736.00 DENSE GRADED SUBBASE | | | 0016 303-01180 486.000 TON | 25.21000 12252.06| 19.50000 9477.00| 32.00000 15552.00 COMPACTED AGGREGATE, NO. 53 FOR SHOULDE | | | 0017 306-08033 1100.000 SYS | 3.57000 3927.00| 4.30000 4730.00| 2.20000 2420.00 MILLING, ASPHALT, 1 IN | | | 0018 402-07433 61.000 TON | 133.52000 8144.72| 110.00000 6710.00| 139.00000 8479.00 HMA SURFACE, TYPE B | | | 0019 402-07451 20.000 TON | 119.90000 2398.00| 120.00000 2400.00| 116.00000 2320.00 HMA WEDGE AND LEVEL, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -3 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1357381 |( 3 ) 35-1801998 |SCHUTT-LOOKABILL CO |DAVE OMARA CONTRACTOR INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-02103 75.000 LFT | 20.70000 1552.50| 22.00000 1650.00| 22.00000 1650.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | | IN SPACING | | | 0021 601-02241 1580.000 LFT | 0.01000 15.80| 1.50000 2370.00| 0.01000 15.80 GUARDRAIL, REMOVE | | | 0022 601-02800 4.000 EACH | 1060.88000 4243.52| 1150.00000 4600.00| 1140.00000 4560.00 GUARDRAIL TRANSITION, TGT | | | 0023 601-05999 2.000 EACH | 46.58000 93.16| 50.00000 100.00| 49.50000 99.00 CURVED TERMINAL END | | | 0024 601-94689 4.000 EACH | 2416.73000 9666.92| 2500.00000 10000.00| 2600.00000 10400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 1418.800 LFT | 16.77000 23793.28| 17.00000 24119.60| 18.00000 25538.40 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0026 609-06257 136.600 SYS | 74.01000 10109.77| 48.00000 6556.80| 90.00000 12294.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0027 616-02320 1024.000 SYS | 1.86000 1904.64| 3.70000 3788.80| 3.00000 3072.00 GEOTEXTILES | | | 0028 616-06405 896.000 TON | 18.10000 16217.60| 20.50000 18368.00| 23.00000 20608.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 465.75000 465.75| 470.00000 470.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 1200.000 SYS | 0.57000 684.00| 0.65000 780.00| 0.61000 732.00 MULCHED SEEDING, R | | | 0031 628-09402 3.000 MOS | 2529.19000 7587.57| 2200.00000 6600.00| 1254.00000 3762.00 FIELD OFFICE, B | | | 0032 702-51100 181.000 LBS | 2.58000 466.98| 9.50000 1719.50| 7.50000 1357.50 DRAIN PIPE, CAST IRON, 6 IN | | | 0033 702-51110 384.000 LBS | 1.23000 472.32| 3.20000 1228.80| 5.30000 2035.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 92.000 EACH | 9.50000 874.00| 17.50000 1610.00| 17.00000 1564.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 702-92857 7.600 CYS | 1012.82000 7697.43| 510.00000 3876.00| 815.00000 6194.00 CONCRETE, C, SUBSTRUCTURE | | | 0036 703-06029 110261.000 LBS | 0.94000 103645.34| 1.05000 115774.05| 1.05000 115774.05 REINFORCING BARS, EPOXY COATED | | | 0037 704-51002 509.000 CYS | 464.43000 236394.87| 400.00000 203600.00| 480.00000 244320.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06347 887.000 LFT | 77.63000 68857.81| 77.00000 68299.00| 86.00000 76282.00 RAILING, CF-1 | | | 0039 709-51821 LUMP | 7243.14000 7243.14| 9000.00000 9000.00| 7500.00000 7500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -4 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1357381 |( 3 ) 35-1801998 |SCHUTT-LOOKABILL CO |DAVE OMARA CONTRACTOR INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 711-51878 LUMP | 9015.00000 9015.00| 13000.00000 13000.00| 29850.00000 29850.00 JACKING AND SUPPORTING GIRDERS | | | 0041 726-96038 8.000 EACH | 652.24000 5217.92| 710.00000 5680.00| 800.00000 6400.00 BEARING ASSEMBLY, IV | | | 0042 801-03290 2.000 EACH | 222.53000 445.06| 185.00000 370.00| 240.00000 480.00 CONSTRUCTION SIGN, C | | | 0043 801-04308 4.000 EACH | 185.27000 741.08| 350.00000 1400.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 14.000 EACH | 102.47000 1434.58| 90.00000 1260.00| 110.00000 1540.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 6.000 EACH | 123.17000 739.02| 165.00000 990.00| 250.00000 1500.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH | 50.72000 101.44| 110.00000 220.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0047 801-07118 48.000 LFT | 11.39000 546.72| 9.00000 432.00| 12.25000 588.00 BARRICADE, III-A | | | 0048 801-07119 40.000 LFT | 13.46000 538.40| 10.00000 400.00| 15.00000 600.00 BARRICADE, III-B | | | 0049 802-05701 25.000 LFT | 12.42000 310.50| 14.00000 350.00| 13.25000 331.25 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0050 802-09838 12.500 SFT | 22.77000 284.63| 25.00000 312.50| 25.00000 312.50 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0051 808-06713 2600.000 LFT | 0.59000 1534.00| 0.22000 572.00| 0.50000 1300.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0052 808-06714 2600.000 LFT | 0.59000 1534.00| 0.22000 572.00| 0.50000 1300.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | SECTION TOTALS | $ 773,214.25| $ 782,430.85| $ 798,643.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 773,214.25| $ 782,430.85| $ 798,643.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -5 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 8500.00000 8500.00| 5000.00000 5000.00| 4840.00000 4840.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 43000.00000 43000.00| 48270.28000 48270.28| 54551.84000 54551.84 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 137.000 SYS | 31.40000 4301.80| 20.00000 2740.00| 41.08000 5627.96 PAVEMENT REMOVAL | | | 0009 202-51328 LUMP | 200000.00000 200000.00| 260000.00000 260000.00| 280974.97000 280974.97 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-74045 2.000 EACH | 50.00000 100.00| 150.00000 300.00| 628.62000 1257.24 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0011 202-93741 4.000 EACH | 265.00000 1060.00| 130.00000 520.00| 130.00000 520.00 GUARDRAIL END TREATMENT, REMOVE | | | 0012 203-02000 243.000 CYS | 20.00000 4860.00| 35.00000 8505.00| 17.56100 4267.32 EXCAVATION, COMMON | | | 0013 205-06937 2020.000 LFT | 1.46000 2949.20| 1.27000 2565.40| 1.27000 2565.40 TEMPORARY SILT FENCE | | | 0014 211-06467 32.600 CYS | 35.00000 1141.00| 95.00000 3097.00| 75.45500 2459.83 AGGREGATE FOR END BENT BACKFILL | | | 0015 302-07455 22.800 CYS | 40.00000 912.00| 95.00000 2166.00| 99.11500 2259.82 DENSE GRADED SUBBASE | | | 0016 303-01180 486.000 TON | 22.35000 10862.10| 25.00000 12150.00| 16.22400 7884.86 COMPACTED AGGREGATE, NO. 53 FOR SHOULDE | | | 0017 306-08033 1100.000 SYS | 6.65000 7315.00| 8.00000 8800.00| 4.59500 5054.50 MILLING, ASPHALT, 1 IN | | | 0018 402-07433 61.000 TON | 140.50000 8570.50| 122.13000 7449.93| 125.00000 7625.00 HMA SURFACE, TYPE B | | | 0019 402-07451 20.000 TON | 140.50000 2810.00| 122.13000 2442.60| 105.00000 2100.00 HMA WEDGE AND LEVEL, TYPE B | | | 0020 601-02103 75.000 LFT | 22.00000 1650.00| 20.00000 1500.00| 20.00000 1500.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | | IN SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -6 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 601-02241 1580.000 LFT | 0.50000 790.00| 0.01000 15.80| 0.01000 15.80 GUARDRAIL, REMOVE | | | 0022 601-02800 4.000 EACH | 1127.50000 4510.00| 1025.00000 4100.00| 1025.00000 4100.00 GUARDRAIL TRANSITION, TGT | | | 0023 601-05999 2.000 EACH | 49.50000 99.00| 45.00000 90.00| 45.00000 90.00 CURVED TERMINAL END | | | 0024 601-94689 4.000 EACH | 2568.50000 10274.00| 2335.00000 9340.00| 2335.00000 9340.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 1418.800 LFT | 17.82000 25283.02| 16.20000 22984.56| 16.20000 22984.56 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0026 609-06257 136.600 SYS | 75.00000 10245.00| 95.00000 12977.00| 88.08600 12032.55 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0027 616-02320 1024.000 SYS | 3.00000 3072.00| 2.50000 2560.00| 2.09200 2142.21 GEOTEXTILES | | | 0028 616-06405 896.000 TON | 25.00000 22400.00| 25.00000 22400.00| 20.44300 18316.93 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 517.50000 517.50| 450.00000 450.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 1200.000 SYS | 0.64000 768.00| 0.55000 660.00| 0.55000 660.00 MULCHED SEEDING, R | | | 0031 628-09402 3.000 MOS | 3000.00000 9000.00| 5000.00000 15000.00| 2199.20300 6597.61 FIELD OFFICE, B | | | 0032 702-51100 181.000 LBS | 4.60000 832.60| 12.00000 2172.00| 9.44400 1709.36 DRAIN PIPE, CAST IRON, 6 IN | | | 0033 702-51110 384.000 LBS | 4.55000 1747.20| 4.00000 1536.00| 5.78000 2219.52 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 92.000 EACH | 15.00000 1380.00| 15.00000 1380.00| 12.91500 1188.18 FIELD DRILLED HOLE IN CONCRETE | | | 0035 702-92857 7.600 CYS | 900.00000 6840.00| 1000.00000 7600.00| 1693.88200 12873.50 CONCRETE, C, SUBSTRUCTURE | | | 0036 703-06029 110261.000 LBS | 0.94000 103645.34| 1.00000 110261.00| 1.18600 130769.55 REINFORCING BARS, EPOXY COATED | | | 0037 704-51002 509.000 CYS | 500.00000 254500.00| 550.00000 279950.00| 714.74900 363807.24 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06347 887.000 LFT | 86.50000 76725.50| 75.00000 66525.00| 75.00000 66525.00 RAILING, CF-1 | | | 0039 709-51821 LUMP | 8050.00000 8050.00| 6998.20000 6998.20| 6998.20000 6998.20 SURFACE SEAL | | | 0040 711-51878 LUMP | 6000.00000 6000.00| 15000.00000 15000.00| 32115.96000 32115.96 JACKING AND SUPPORTING GIRDERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -7 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 726-96038 8.000 EACH | 560.00000 4480.00| 1500.00000 12000.00| 584.48300 4675.86 BEARING ASSEMBLY, IV | | | 0042 801-03290 2.000 EACH | 214.00000 428.00| 165.00000 330.00| 215.00000 430.00 CONSTRUCTION SIGN, C | | | 0043 801-04308 4.000 EACH | 450.00000 1800.00| 325.00000 1300.00| 179.00000 716.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 14.000 EACH | 103.50000 1449.00| 75.00000 1050.00| 99.00000 1386.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 6.000 EACH | 193.25000 1159.50| 140.00000 840.00| 119.00000 714.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH | 135.30000 270.60| 98.00000 196.00| 49.00000 98.00 CONSTRUCTION SIGN, B | | | 0047 801-07118 48.000 LFT | 10.35000 496.80| 7.50000 360.00| 11.00000 528.00 BARRICADE, III-A | | | 0048 801-07119 40.000 LFT | 12.50000 500.00| 9.00000 360.00| 13.00000 520.00 BARRICADE, III-B | | | 0049 802-05701 25.000 LFT | 13.75000 343.75| 12.00000 300.00| 12.00000 300.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0050 802-09838 12.500 SFT | 48.30000 603.75| 22.00000 275.00| 22.00000 275.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0051 808-06713 2600.000 LFT | 0.23000 598.00| 0.17000 442.00| 0.57000 1482.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0052 808-06714 2600.000 LFT | 0.23000 598.00| 0.17000 442.00| 0.57000 1482.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | SECTION TOTALS | $ 857,443.16| $ 965,405.77| $ 1,091,036.77 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 857,443.16| $ 965,405.77| $ 1,091,036.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -8 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 05-0558668 |( ) |( ) |WEDDLE BROTHERS HIGHWAY GROU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 4100.00000 4100.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 63800.00000 63800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 137.000 SYS | 39.66000 5433.42| | PAVEMENT REMOVAL | | | 0009 202-51328 LUMP | 474927.72000 474927.72| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-74045 2.000 EACH | 100.00000 200.00| | SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0011 202-93741 4.000 EACH | 130.00000 520.00| | GUARDRAIL END TREATMENT, REMOVE | | | 0012 203-02000 243.000 CYS | 57.10000 13875.30| | EXCAVATION, COMMON | | | 0013 205-06937 2020.000 LFT | 2.81000 5676.20| | TEMPORARY SILT FENCE | | | 0014 211-06467 32.600 CYS | 115.87000 3777.36| | AGGREGATE FOR END BENT BACKFILL | | | 0015 302-07455 22.800 CYS | 109.39000 2494.09| | DENSE GRADED SUBBASE | | | 0016 303-01180 486.000 TON | 41.29000 20066.94| | COMPACTED AGGREGATE, NO. 53 FOR SHOULDE | | | 0017 306-08033 1100.000 SYS | 4.70000 5170.00| | MILLING, ASPHALT, 1 IN | | | 0018 402-07433 61.000 TON | 164.00000 10004.00| | HMA SURFACE, TYPE B | | | 0019 402-07451 20.000 TON | 164.00000 3280.00| | HMA WEDGE AND LEVEL, TYPE B | | | 0020 601-02103 75.000 LFT | 20.00000 1500.00| | GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | | IN SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -9 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 05-0558668 |( ) |( ) |WEDDLE BROTHERS HIGHWAY GROU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 601-02241 1580.000 LFT | 0.01000 15.80| | GUARDRAIL, REMOVE | | | 0022 601-02800 4.000 EACH | 1025.00000 4100.00| | GUARDRAIL TRANSITION, TGT | | | 0023 601-05999 2.000 EACH | 45.00000 90.00| | CURVED TERMINAL END | | | 0024 601-94689 4.000 EACH | 2335.00000 9340.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 1418.800 LFT | 16.20000 22984.56| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0026 609-06257 136.600 SYS | 97.77000 13355.38| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0027 616-02320 1024.000 SYS | 3.78000 3870.72| | GEOTEXTILES | | | 0028 616-06405 896.000 TON | 42.34000 37936.64| | RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 450.00000 450.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 1200.000 SYS | 0.55000 660.00| | MULCHED SEEDING, R | | | 0031 628-09402 3.000 MOS | 2785.51000 8356.53| | FIELD OFFICE, B | | | 0032 702-51100 181.000 LBS | 5.93000 1073.33| | DRAIN PIPE, CAST IRON, 6 IN | | | 0033 702-51110 384.000 LBS | 3.41000 1309.44| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 92.000 EACH | 7.19000 661.48| | FIELD DRILLED HOLE IN CONCRETE | | | 0035 702-92857 7.600 CYS | 643.19000 4888.24| | CONCRETE, C, SUBSTRUCTURE | | | 0036 703-06029 110261.000 LBS | 1.13000 124594.93| | REINFORCING BARS, EPOXY COATED | | | 0037 704-51002 509.000 CYS | 654.52000 333150.68| | CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06347 887.000 LFT | 80.00000 70960.00| | RAILING, CF-1 | | | 0039 709-51821 LUMP | 7400.00000 7400.00| | SURFACE SEAL | | | 0040 711-51878 LUMP | 3874.56000 3874.56| | JACKING AND SUPPORTING GIRDERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 561 -10 TABULATION OF BIDS CALL ORDER : 561 CONTRACT ID : B -31763-A COUNTIES : MORGAN LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 05-0558668 |( ) |( ) |WEDDLE BROTHERS HIGHWAY GROU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 726-96038 8.000 EACH | 861.71000 6893.68| | BEARING ASSEMBLY, IV | | | 0042 801-03290 2.000 EACH | 155.00000 310.00| | CONSTRUCTION SIGN, C | | | 0043 801-04308 4.000 EACH | 325.00000 1300.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 14.000 EACH | 75.00000 1050.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 6.000 EACH | 140.00000 840.00| | CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH | 98.00000 196.00| | CONSTRUCTION SIGN, B | | | 0047 801-07118 48.000 LFT | 7.60000 364.80| | BARRICADE, III-A | | | 0048 801-07119 40.000 LFT | 9.00000 360.00| | BARRICADE, III-B | | | 0049 802-05701 25.000 LFT | 9.95000 248.75| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0050 802-09838 12.500 SFT | 35.00000 437.50| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0051 808-06713 2600.000 LFT | 0.17000 442.00| | LINE, PAINT, SOLID, WHITE, 4 IN | | | 0052 808-06714 2600.000 LFT | 0.17000 442.00| | LINE, PAINT, SOLID, YELLOW, 4 IN | | | SECTION TOTALS | $ 1,276,787.05| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,276,787.05| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -1 VENDOR RANKING CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BRIDGE DECK REPLACEMENT COMPLETION DATE : 10/31/11 LOCATION : ON HOME AVENUE OVER YOUNG'S CREEK PROJECT(S) : 0810332 1005980 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 673,466.05 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 749,617.25 111.3074% 3 35-1385672 FORCE CONSTRUCTION CO INC $ 777,300.16 115.4179% 4 35-1917625 MILESTONE CONTRACTORS LP $ 778,689.00 115.6241% 5 35-1609544 SCHUTT-LOOKABILL CO $ 851,373.15 126.4166% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 886,714.32 131.6643% 7 38-3806996 HIS CONSTRUCTORS INC $ 943,100.00 140.0368% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -2 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1310611 |( 3 ) 35-1385672 |DAVE OMARA CONTRACTOR INC |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 6500.00000 6500.00| 6500.00000 6500.00| 3700.00000 3700.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 36000.00000 36000.00| 40000.00000 40000.00| 38865.01000 38865.01 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 13000.00000 13000.00| 15000.00000 15000.00| 21505.88000 21505.88 CLEARING RIGHT OF WAY | | | 0010 202-03875 1.000 EACH | 1000.00000 1000.00| 2200.00000 2200.00| 1966.94000 1966.94 CONCRETE STEPS, REMOVE | | | 0011 202-51328 LUMP | 50000.00000 50000.00| 60000.00000 60000.00| 57522.30000 57522.30 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-52710 51.000 SYS | 12.00000 612.00| 18.00000 918.00| 28.66500 1461.92 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-91840 20.000 LFT | 11.00000 220.00| 15.00000 300.00| 72.15800 1443.16 FENCE, CHAIN LINK, REMOVE | | | 0014 203-02000 302.000 CYS | 10.70000 3231.40| 12.00000 3624.00| 25.08800 7576.58 EXCAVATION, COMMON | | | 0015 203-02070 580.000 CYS | 15.50000 8990.00| 8.00000 4640.00| 22.17100 12859.18 BORROW | | | 0016 205-06937 882.000 LFT | 2.25000 1984.50| 2.00000 1764.00| 1.25000 1102.50 TEMPORARY SILT FENCE | | | 0017 205-09543 100.000 TON | 13.50000 1350.00| 18.00000 1800.00| 24.03700 2403.70 NO 2 STONE | | | 0018 206-51225 32.000 CYS | 68.00000 2176.00| 10.00000 320.00| 43.30700 1385.82 EXCAVATION, DRY | | | 0019 207-08267 265.000 SYS | 10.30000 2729.50| 6.00000 1590.00| 14.03400 3719.01 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -3 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1310611 |( 3 ) 35-1385672 |DAVE OMARA CONTRACTOR INC |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-06467 31.000 CYS | 78.00000 2418.00| 45.00000 1395.00| 64.89200 2011.65 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-09264 51.000 CYS | 40.00000 2040.00| 45.00000 2295.00| 79.31300 4044.96 STRUCTURAL BACKFILL, TYPE 1 | | | 0022 302-07455 26.000 CYS | 46.00000 1196.00| 60.00000 1560.00| 70.72300 1838.80 DENSE GRADED SUBBASE | | | 0023 304-07493 9.000 TON | 105.00000 945.00| 110.00000 990.00| 278.19600 2503.76 WIDENING WITH HMA, TYPE B | | | 0024 306-08159 585.000 SYS | 7.50000 4387.50| 9.00000 5265.00| 8.99400 5261.49 MILLING ASPHALT , 2.5 IN | | | 0025 402-07433 71.000 TON | 105.00000 7455.00| 110.00000 7810.00| 89.95000 6386.45 HMA SURFACE, TYPE B | | | 0026 402-07438 85.000 TON | 105.00000 8925.00| 110.00000 9350.00| 68.95000 5860.75 HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 110.000 TON | 105.00000 11550.00| 110.00000 12100.00| 64.36000 7079.60 HMA BASE, TYPE B | | | 0028 406-05520 1.000 TON | 520.00000 520.00| 550.00000 550.00| 468.00000 468.00 ASPHALT FOR TACK COAT | | | 0029 603-92636 20.000 LFT | 84.00000 1680.00| 88.00000 1760.00| 80.00000 1600.00 FENCE, CHAIN LINK, 72 IN | | | 0030 604-06070 27.000 SYS | 53.00000 1431.00| 55.00000 1485.00| 87.08700 2351.35 SIDEWALK, CONCRETE | | | 0031 604-07897 7.000 SYS | 190.00000 1330.00| 132.00000 924.00| 120.00000 840.00 CURB RAMP, CONCRETE, C | | | 0032 604-07901 7.000 SYS | 190.00000 1330.00| 121.00000 847.00| 110.00000 770.00 CURB RAMP, CONCRETE, G | | | 0033 604-07902 6.000 SYS | 190.00000 1140.00| 143.00000 858.00| 130.00000 780.00 CURB RAMP, CONCRETE, H | | | 0034 604-91531 149.000 SYS | 34.00000 5066.00| 46.20000 6883.80| 42.00000 6258.00 SIDEWALK, CONCRETE, 4 IN | | | 0035 605-06105 9.600 LFT | 36.00000 345.60| 21.00000 201.60| 11.00000 105.60 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0036 605-06120 52.000 LFT | 14.00000 728.00| 22.00000 1144.00| 20.00000 1040.00 CURB, CONCRETE | | | 0037 605-06140 418.000 LFT | 14.00000 5852.00| 22.00000 9196.00| 20.00000 8360.00 CURB AND GUTTER, CONCRETE | | | 0038 605-06150 28.000 LFT | 18.00000 504.00| 22.00000 616.00| 20.00000 560.00 CURB AND GUTTER, C, CONCRETE | | | 0039 609-06259 155.600 SYS | 49.00000 7624.40| 85.00000 13226.00| 83.13800 12936.27 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0040 615-06490 15.000 EACH | 130.00000 1950.00| 132.00000 1980.00| 120.00000 1800.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -4 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1310611 |( 3 ) 35-1385672 |DAVE OMARA CONTRACTOR INC |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 615-06505 5.000 EACH | 725.00000 3625.00| 775.50000 3877.50| 705.00000 3525.00 MONUMENT, B | | | 0042 616-02320 242.000 SYS | 6.00000 1452.00| 3.50000 847.00| 3.97200 961.22 GEOTEXTILES | | | 0043 616-05688 126.000 TON | 26.00000 3276.00| 25.00000 3150.00| 28.59400 3602.84 RIPRAP, CLASS 1 | | | 0044 621-01004 2.000 EACH | 370.00000 740.00| 385.00000 770.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02363 1491.000 SYS | 0.35000 521.85| 0.32000 477.12| 0.50000 745.50 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0046 621-06545 1.000 TON | 115.00000 115.00| 110.00000 110.00| 600.00000 600.00 FERTILIZER | | | 0047 621-06570 208.000 CYS | 27.00000 5616.00| 15.00000 3120.00| 48.85400 10161.63 TOPSOIL | | | 0048 621-06575 1492.000 SYS | 3.20000 4774.40| 3.25000 4849.00| 3.25000 4849.00 SODDING, NURSERY | | | 0049 622-05652 48.000 EACH | 515.00000 24720.00| 450.00000 21600.00| 320.00000 15360.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN | | | 0050 628-09401 8.000 MOS | 1700.00000 13600.00| 1200.00000 9600.00| 2037.05000 16296.40 FIELD OFFICE, A | | | 0051 702-51005 36.000 CYS | 390.00000 14040.00| 390.00000 14040.00| 567.49400 20429.78 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51863 132.000 EACH | 16.00000 2112.00| 10.00000 1320.00| 14.66400 1935.65 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-06029 61186.000 LBS | 1.00000 61186.00| 0.94000 57514.84| 1.04300 63817.00 REINFORCING BARS, EPOXY COATED | | | 0054 704-51002 171.000 CYS | 375.00000 64125.00| 725.00000 123975.00| 498.82000 85298.22 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06341 156.000 LFT | 75.00000 11700.00| 79.20000 12355.20| 85.22900 13295.72 RAILING, PF-2 | | | 0056 706-06343 156.000 LFT | 112.00000 17472.00| 118.80000 18532.80| 121.22900 18911.72 RAILING, PS-2 | | | 0057 706-06352 2.000 EACH | 1800.00000 3600.00| 1900.00000 3800.00| 1838.23000 3676.46 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0058 706-06354 2.000 EACH | 1800.00000 3600.00| 1900.00000 3800.00| 1838.23000 3676.46 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-2 | | | 0059 706-51020 14.000 CYS | 525.00000 7350.00| 675.00000 9450.00| 627.20600 8780.88 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -5 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1310611 |( 3 ) 35-1385672 |DAVE OMARA CONTRACTOR INC |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 707-05979 2875.000 SFT | 65.00000 186875.00| 65.00000 186875.00| 74.34600 213744.75 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | 27" X 48" | | | 0061 709-51821 LUMP | 3500.00000 3500.00| 3500.00000 3500.00| 2749.68000 2749.68 SURFACE SEAL | | | 0062 715-05032 10.000 LFT | 45.00000 450.00| 30.00000 300.00| 69.24200 692.42 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0063 715-05149 135.000 LFT | 32.00000 4320.00| 20.00000 2700.00| 39.44300 5324.81 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0064 715-08305 17.000 TON | 115.00000 1955.00| 110.00000 1870.00| 100.00000 1700.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0065 715-46000 1.000 EACH | 425.00000 425.00| 250.00000 250.00| 376.28000 376.28 PIPE END SECTION, 12 IN | | | 0066 715-46005 1.000 EACH | 450.00000 450.00| 250.00000 250.00| 376.28000 376.28 PIPE END SECTION, 15 IN | | | 0067 720-02442 1.000 EACH | 600.00000 600.00| 750.00000 750.00| 420.98000 420.98 PIPE, PLUG EXISTING | | | 0068 720-09994 4.000 EACH | 230.00000 920.00| 750.00000 3000.00| 611.95300 2447.81 CASTING ADJUST TO GRADE | | | 0069 720-45410 1.000 EACH | 1400.00000 1400.00| 1650.00000 1650.00| 3726.38000 3726.38 MANHOLE, C4 | | | 0070 720-98174 2.000 EACH | 1450.00000 2900.00| 1850.00000 3700.00| 2479.25500 4958.51 INLET, B15 | | | 0071 720-98555 2.000 EACH | 1450.00000 2900.00| 1850.00000 3700.00| 2331.01500 4662.03 INLET, C15 | | | 0073 729-51875 50.000 SFT | 52.00000 2600.00| 35.00000 1750.00| 108.41100 5420.55 CONCRETE, A, PATCHING | | | 0074 801-03290 2.000 EACH | 235.00000 470.00| 236.50000 473.00| 215.00000 430.00 CONSTRUCTION SIGN, C | | | 0075 801-03291 34.000 EACH | 115.00000 3910.00| 110.00000 3740.00| 100.00000 3400.00 CONSTRUCTION SIGN, D | | | 0076 801-04308 4.000 EACH | 250.00000 1000.00| 242.00000 968.00| 220.00000 880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 22.000 EACH | 110.00000 2420.00| 110.00000 2420.00| 100.00000 2200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 6.000 EACH | 140.00000 840.00| 137.50000 825.00| 125.00000 750.00 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP | 3500.00000 3500.00| 7500.00000 7500.00| 7924.67000 7924.67 MAINTAINING TRAFFIC | | | 0080 801-07118 88.000 LFT | 13.00000 1144.00| 13.20000 1161.60| 12.00000 1056.00 BARRICADE, III-A | | | 0081 801-07119 48.000 LFT | 15.00000 720.00| 15.40000 739.20| 14.00000 672.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -6 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1310611 |( 3 ) 35-1385672 |DAVE OMARA CONTRACTOR INC |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 808-10033 377.000 LFT | 1.70000 640.90| 0.87000 327.99| 0.79000 297.83 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0083 808-10034 1020.000 LFT | 1.70000 1734.00| 0.87000 887.40| 0.79000 805.80 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0084 808-10056 54.000 LFT | 15.00000 810.00| 15.80000 853.20| 14.40000 777.60 TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0085 808-75998 7.000 EACH | 120.00000 840.00| 120.00000 840.00| 107.14300 750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0086 724-03276 70.000 LFT | 90.00000 6300.00| 90.00000 6300.00| 82.96600 5807.62 STRUCTURAL EXPANSION JOINT SEALING SYS | | | SECTION TOTALS | $ 673,466.05| $ 749,617.25| $ 777,300.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 673,466.05| $ 749,617.25| $ 777,300.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -7 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 5278.50000 5278.50| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 37000.00000 37000.00| 43632.21000 43632.21| 44335.71000 44335.71 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 13000.00000 13000.00| 16710.27000 16710.27| 17734.28000 17734.28 CLEARING RIGHT OF WAY | | | 0010 202-03875 1.000 EACH | 1500.00000 1500.00| 600.23000 600.23| 3500.00000 3500.00 CONCRETE STEPS, REMOVE | | | 0011 202-51328 LUMP | 88000.00000 88000.00| 87320.00000 87320.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-52710 51.000 SYS | 20.00000 1020.00| 11.76000 599.76| 30.00000 1530.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-91840 20.000 LFT | 10.00000 200.00| 10.70000 214.00| 7.00000 140.00 FENCE, CHAIN LINK, REMOVE | | | 0014 203-02000 302.000 CYS | 11.00000 3322.00| 41.26000 12460.52| 15.00000 4530.00 EXCAVATION, COMMON | | | 0015 203-02070 580.000 CYS | 15.50000 8990.00| 20.96000 12156.80| 25.00000 14500.00 BORROW | | | 0016 205-06937 882.000 LFT | 1.30000 1146.60| 1.29000 1137.78| 1.25000 1102.50 TEMPORARY SILT FENCE | | | 0017 205-09543 100.000 TON | 10.00000 1000.00| 10.24000 1024.00| 35.00000 3500.00 NO 2 STONE | | | 0018 206-51225 32.000 CYS | 27.00000 864.00| 35.93000 1149.76| 40.00000 1280.00 EXCAVATION, DRY | | | 0019 207-08267 265.000 SYS | 14.00000 3710.00| 18.26000 4838.90| 15.00000 3975.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-06467 31.000 CYS | 95.00000 2945.00| 70.00000 2170.00| 75.00000 2325.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -8 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 211-09264 51.000 CYS | 12.50000 637.50| 32.81000 1673.31| 25.00000 1275.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0022 302-07455 26.000 CYS | 55.00000 1430.00| 70.00000 1820.00| 75.00000 1950.00 DENSE GRADED SUBBASE | | | 0023 304-07493 9.000 TON | 125.00000 1125.00| 155.25000 1397.25| 68.95000 620.55 WIDENING WITH HMA, TYPE B | | | 0024 306-08159 585.000 SYS | 8.50000 4972.50| 10.09000 5902.65| 10.00000 5850.00 MILLING ASPHALT , 2.5 IN | | | 0025 402-07433 71.000 TON | 82.00000 5822.00| 155.25000 11022.75| 89.95000 6386.45 HMA SURFACE, TYPE B | | | 0026 402-07438 85.000 TON | 65.00000 5525.00| 77.63000 6598.55| 68.95000 5860.75 HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 110.000 TON | 64.00000 7040.00| 93.15000 10246.50| 64.36000 7079.60 HMA BASE, TYPE B | | | 0028 406-05520 1.000 TON | 250.00000 250.00| 414.00000 414.00| 468.00000 468.00 ASPHALT FOR TACK COAT | | | 0029 603-92636 20.000 LFT | 85.00000 1700.00| 82.80000 1656.00| 80.00000 1600.00 FENCE, CHAIN LINK, 72 IN | | | 0030 604-06070 27.000 SYS | 40.00000 1080.00| 77.53000 2093.31| 75.00000 2025.00 SIDEWALK, CONCRETE | | | 0031 604-07897 7.000 SYS | 180.00000 1260.00| 94.94000 664.58| 120.00000 840.00 CURB RAMP, CONCRETE, C | | | 0032 604-07901 7.000 SYS | 200.00000 1400.00| 97.01000 679.07| 110.00000 770.00 CURB RAMP, CONCRETE, G | | | 0033 604-07902 6.000 SYS | 215.00000 1290.00| 101.15000 606.90| 130.00000 780.00 CURB RAMP, CONCRETE, H | | | 0034 604-91531 149.000 SYS | 39.00000 5811.00| 26.91000 4009.59| 42.00000 6258.00 SIDEWALK, CONCRETE, 4 IN | | | 0035 605-06105 9.600 LFT | 34.50000 331.20| 30.99000 297.50| 11.00000 105.60 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0036 605-06120 52.000 LFT | 20.50000 1066.00| 28.40000 1476.80| 20.00000 1040.00 CURB, CONCRETE | | | 0037 605-06140 418.000 LFT | 22.50000 9405.00| 22.16000 9262.88| 20.00000 8360.00 CURB AND GUTTER, CONCRETE | | | 0038 605-06150 28.000 LFT | 23.50000 658.00| 27.82000 778.96| 20.00000 560.00 CURB AND GUTTER, C, CONCRETE | | | 0039 609-06259 155.600 SYS | 63.00000 9802.80| 77.62000 12077.67| 95.00000 14782.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0040 615-06490 15.000 EACH | 126.00000 1890.00| 124.20000 1863.00| 120.00000 1800.00 RIGHT OF WAY MARKER | | | 0041 615-06505 5.000 EACH | 740.00000 3700.00| 729.68000 3648.40| 705.00000 3525.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -9 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 616-02320 242.000 SYS | 1.60000 387.20| 2.70000 653.40| 3.00000 726.00 GEOTEXTILES | | | 0043 616-05688 126.000 TON | 28.75000 3622.50| 30.48000 3840.48| 30.00000 3780.00 RIPRAP, CLASS 1 | | | 0044 621-01004 2.000 EACH | 340.00000 680.00| 336.38000 672.76| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02363 1491.000 SYS | 0.55000 820.05| 0.52000 775.32| 0.50000 745.50 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0046 621-06545 1.000 TON | 630.00000 630.00| 621.00000 621.00| 600.00000 600.00 FERTILIZER | | | 0047 621-06570 208.000 CYS | 34.00000 7072.00| 48.13000 10011.04| 70.00000 14560.00 TOPSOIL | | | 0048 621-06575 1492.000 SYS | 3.40000 5072.80| 3.36000 5013.12| 3.25000 4849.00 SODDING, NURSERY | | | 0049 622-05652 48.000 EACH | 336.00000 16128.00| 331.20000 15897.60| 320.00000 15360.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN | | | 0050 628-09401 8.000 MOS | 2000.00000 16000.00| 1695.33000 13562.64| 3500.00000 28000.00 FIELD OFFICE, A | | | 0051 702-51005 36.000 CYS | 950.00000 34200.00| 918.67000 33072.12| 650.00000 23400.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51863 132.000 EACH | 6.95000 917.40| 12.44000 1642.08| 20.00000 2640.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-06029 61186.000 LBS | 1.00000 61186.00| 0.95000 58126.70| 1.00000 61186.00 REINFORCING BARS, EPOXY COATED | | | 0054 704-51002 171.000 CYS | 550.00000 94050.00| 496.60000 84918.60| 500.00000 85500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06341 156.000 LFT | 73.00000 11388.00| 74.52000 11625.12| 72.00000 11232.00 RAILING, PF-2 | | | 0056 706-06343 156.000 LFT | 110.00000 17160.00| 111.78000 17437.68| 108.00000 16848.00 RAILING, PS-2 | | | 0057 706-06352 2.000 EACH | 1850.00000 3700.00| 3000.00000 6000.00| 1800.00000 3600.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0058 706-06354 2.000 EACH | 1850.00000 3700.00| 3000.00000 6000.00| 2200.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-2 | | | 0059 706-51020 14.000 CYS | 800.00000 11200.00| 919.86000 12878.04| 550.00000 7700.00 CONCRETE, C, RAILING | | | 0060 707-05979 2875.000 SFT | 70.00000 201250.00| 86.90000 249837.50| 108.00000 310500.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | 27" X 48" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -10 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 709-51821 LUMP | 2900.00000 2900.00| 2845.92000 2845.92| 2750.00000 2750.00 SURFACE SEAL | | | 0062 715-05032 10.000 LFT | 55.00000 550.00| 54.84000 548.40| 60.00000 600.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0063 715-05149 135.000 LFT | 35.00000 4725.00| 27.00000 3645.00| 45.00000 6075.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0064 715-08305 17.000 TON | 125.00000 2125.00| 181.13000 3079.21| 89.95000 1529.15 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0065 715-46000 1.000 EACH | 525.00000 525.00| 557.54000 557.54| 300.00000 300.00 PIPE END SECTION, 12 IN | | | 0066 715-46005 1.000 EACH | 300.00000 300.00| 317.42000 317.42| 300.00000 300.00 PIPE END SECTION, 15 IN | | | 0067 720-02442 1.000 EACH | 175.00000 175.00| 319.49000 319.49| 650.00000 650.00 PIPE, PLUG EXISTING | | | 0068 720-09994 4.000 EACH | 300.00000 1200.00| 556.51000 2226.04| 650.00000 2600.00 CASTING ADJUST TO GRADE | | | 0069 720-45410 1.000 EACH | 3100.00000 3100.00| 4135.40000 4135.40| 3000.00000 3000.00 MANHOLE, C4 | | | 0070 720-98174 2.000 EACH | 1500.00000 3000.00| 1851.31000 3702.62| 2500.00000 5000.00 INLET, B15 | | | 0071 720-98555 2.000 EACH | 1500.00000 3000.00| 1948.13000 3896.26| 2500.00000 5000.00 INLET, C15 | | | 0073 729-51875 50.000 SFT | 140.00000 7000.00| 42.08000 2104.00| 125.00000 6250.00 CONCRETE, A, PATCHING | | | 0074 801-03290 2.000 EACH | 225.00000 450.00| 222.53000 445.06| 215.00000 430.00 CONSTRUCTION SIGN, C | | | 0075 801-03291 34.000 EACH | 105.00000 3570.00| 103.50000 3519.00| 100.00000 3400.00 CONSTRUCTION SIGN, D | | | 0076 801-04308 4.000 EACH | 230.00000 920.00| 227.70000 910.80| 220.00000 880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 22.000 EACH | 105.00000 2310.00| 103.50000 2277.00| 100.00000 2200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 6.000 EACH | 130.00000 780.00| 129.38000 776.28| 125.00000 750.00 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP | 7000.00000 7000.00| 8653.64000 8653.64| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0080 801-07118 88.000 LFT | 13.00000 1144.00| 12.42000 1092.96| 12.00000 1056.00 BARRICADE, III-A | | | 0081 801-07119 48.000 LFT | 16.25000 780.00| 14.49000 695.52| 14.00000 672.00 BARRICADE, III-B | | | 0082 808-10033 377.000 LFT | 0.85000 320.45| 0.82000 309.14| 0.79000 297.83 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -11 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1609544 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS LP |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 808-10034 1020.000 LFT | 0.85000 867.00| 0.82000 836.40| 0.79000 805.80 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0084 808-10056 54.000 LFT | 15.00000 810.00| 14.90000 804.60| 14.40000 777.60 TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0085 808-75998 7.000 EACH | 32.00000 224.00| 31.05000 217.35| 110.00000 770.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0086 724-03276 70.000 LFT | 105.00000 7350.00| 48.35000 3384.50| 85.00000 5950.00 STRUCTURAL EXPANSION JOINT SEALING SYS | | | SECTION TOTALS | $ 778,689.00| $ 851,373.15| $ 886,714.32 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 778,689.00| $ 851,373.15| $ 886,714.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -12 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 3800.00000 3800.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 43291.75000 43291.75| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 20660.00000 20660.00| | CLEARING RIGHT OF WAY | | | 0010 202-03875 1.000 EACH | 1200.00000 1200.00| | CONCRETE STEPS, REMOVE | | | 0011 202-51328 LUMP | 75102.00000 75102.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-52710 51.000 SYS | 30.00000 1530.00| | SIDEWALK, CONCRETE, REMOVE | | | 0013 202-91840 20.000 LFT | 16.00000 320.00| | FENCE, CHAIN LINK, REMOVE | | | 0014 203-02000 302.000 CYS | 33.00000 9966.00| | EXCAVATION, COMMON | | | 0015 203-02070 580.000 CYS | 34.00000 19720.00| | BORROW | | | 0016 205-06937 882.000 LFT | 2.20000 1940.40| | TEMPORARY SILT FENCE | | | 0017 205-09543 100.000 TON | 17.00000 1700.00| | NO 2 STONE | | | 0018 206-51225 32.000 CYS | 46.00000 1472.00| | EXCAVATION, DRY | | | 0019 207-08267 265.000 SYS | 11.00000 2915.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-06467 31.000 CYS | 92.00000 2852.00| | AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -13 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 211-09264 51.000 CYS | 16.00000 816.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0022 302-07455 26.000 CYS | 54.00000 1404.00| | DENSE GRADED SUBBASE | | | 0023 304-07493 9.000 TON | 850.00000 7650.00| | WIDENING WITH HMA, TYPE B | | | 0024 306-08159 585.000 SYS | 12.00000 7020.00| | MILLING ASPHALT , 2.5 IN | | | 0025 402-07433 71.000 TON | 155.00000 11005.00| | HMA SURFACE, TYPE B | | | 0026 402-07438 85.000 TON | 76.00000 6460.00| | HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 110.000 TON | 92.00000 10120.00| | HMA BASE, TYPE B | | | 0028 406-05520 1.000 TON | 410.00000 410.00| | ASPHALT FOR TACK COAT | | | 0029 603-92636 20.000 LFT | 84.00000 1680.00| | FENCE, CHAIN LINK, 72 IN | | | 0030 604-06070 27.000 SYS | 46.00000 1242.00| | SIDEWALK, CONCRETE | | | 0031 604-07897 7.000 SYS | 122.00000 854.00| | CURB RAMP, CONCRETE, C | | | 0032 604-07901 7.000 SYS | 114.00000 798.00| | CURB RAMP, CONCRETE, G | | | 0033 604-07902 6.000 SYS | 135.00000 810.00| | CURB RAMP, CONCRETE, H | | | 0034 604-91531 149.000 SYS | 43.00000 6407.00| | SIDEWALK, CONCRETE, 4 IN | | | 0035 605-06105 9.600 LFT | 12.00000 115.20| | CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0036 605-06120 52.000 LFT | 21.00000 1092.00| | CURB, CONCRETE | | | 0037 605-06140 418.000 LFT | 21.00000 8778.00| | CURB AND GUTTER, CONCRETE | | | 0038 605-06150 28.000 LFT | 21.00000 588.00| | CURB AND GUTTER, C, CONCRETE | | | 0039 609-06259 155.600 SYS | 140.00000 21784.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0040 615-06490 15.000 EACH | 175.00000 2625.00| | RIGHT OF WAY MARKER | | | 0041 615-06505 5.000 EACH | 710.00000 3550.00| | MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -14 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 616-02320 242.000 SYS | 2.70000 653.40| | GEOTEXTILES | | | 0043 616-05688 126.000 TON | 36.00000 4536.00| | RIPRAP, CLASS 1 | | | 0044 621-01004 2.000 EACH | 360.00000 720.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02363 1491.000 SYS | 0.35000 521.85| | MULCHED SEEDING T, CONVENTIONAL MIX | | | 0046 621-06545 1.000 TON | 103.00000 103.00| | FERTILIZER | | | 0047 621-06570 208.000 CYS | 34.00000 7072.00| | TOPSOIL | | | 0048 621-06575 1492.000 SYS | 3.00000 4476.00| | SODDING, NURSERY | | | 0049 622-05652 48.000 EACH | 510.00000 24480.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN | | | 0050 628-09401 8.000 MOS | 2100.00000 16800.00| | FIELD OFFICE, A | | | 0051 702-51005 36.000 CYS | 1200.00000 43200.00| | CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51863 132.000 EACH | 11.00000 1452.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-06029 61186.000 LBS | 1.00000 61186.00| | REINFORCING BARS, EPOXY COATED | | | 0054 704-51002 171.000 CYS | 850.00000 145350.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06341 156.000 LFT | 85.00000 13260.00| | RAILING, PF-2 | | | 0056 706-06343 156.000 LFT | 115.00000 17940.00| | RAILING, PS-2 | | | 0057 706-06352 2.000 EACH | 2380.00000 4760.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0058 706-06354 2.000 EACH | 2380.00000 4760.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-2 | | | 0059 706-51020 14.000 CYS | 740.00000 10360.00| | CONCRETE, C, RAILING | | | 0060 707-05979 2875.000 SFT | 84.00000 241500.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | 27" X 48" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -15 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 709-51821 LUMP | 2800.00000 2800.00| | SURFACE SEAL | | | 0062 715-05032 10.000 LFT | 85.00000 850.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0063 715-05149 135.000 LFT | 88.00000 11880.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0064 715-08305 17.000 TON | 181.00000 3077.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0065 715-46000 1.000 EACH | 527.00000 527.00| | PIPE END SECTION, 12 IN | | | 0066 715-46005 1.000 EACH | 550.00000 550.00| | PIPE END SECTION, 15 IN | | | 0067 720-02442 1.000 EACH | 156.00000 156.00| | PIPE, PLUG EXISTING | | | 0068 720-09994 4.000 EACH | 580.00000 2320.00| | CASTING ADJUST TO GRADE | | | 0069 720-45410 1.000 EACH | 1600.00000 1600.00| | MANHOLE, C4 | | | 0070 720-98174 2.000 EACH | 1750.00000 3500.00| | INLET, B15 | | | 0071 720-98555 2.000 EACH | 1750.00000 3500.00| | INLET, C15 | | | 0073 729-51875 50.000 SFT | 100.00000 5000.00| | CONCRETE, A, PATCHING | | | 0074 801-03290 2.000 EACH | 220.00000 440.00| | CONSTRUCTION SIGN, C | | | 0075 801-03291 34.000 EACH | 103.00000 3502.00| | CONSTRUCTION SIGN, D | | | 0076 801-04308 4.000 EACH | 225.00000 900.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 22.000 EACH | 103.00000 2266.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 6.000 EACH | 130.00000 780.00| | CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP | 1500.00000 1500.00| | MAINTAINING TRAFFIC | | | 0080 801-07118 88.000 LFT | 12.40000 1091.20| | BARRICADE, III-A | | | 0081 801-07119 48.000 LFT | 14.40000 691.20| | BARRICADE, III-B | | | 0082 808-10033 377.000 LFT | 1.00000 377.00| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 571 -16 TABULATION OF BIDS CALL ORDER : 571 CONTRACT ID : B -31790-A COUNTIES : JOHNSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 808-10034 1020.000 LFT | 1.00000 1020.00| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0084 808-10056 54.000 LFT | 15.00000 810.00| | TRANSVERSE MKG, MULTI-COMP, CROSSWALK | | | LINE, 6" | | | 0085 808-75998 7.000 EACH | 77.00000 539.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0086 724-03276 70.000 LFT | 123.00000 8610.00| | STRUCTURAL EXPANSION JOINT SEALING SYS | | | SECTION TOTALS | $ 943,100.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 943,100.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 581 -1 VENDOR RANKING CALL ORDER : 581 CONTRACT ID : B -32758-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : BRIDGE MAINTENANCE AND REPAIR COMPLETION DATE : 08/14/11 LOCATION : ON SR 4 OVER FISH LAKE CHANNEL AND OVER HICKUM DITCH PROJECT(S) : 1005481 1.17 MILES WEST OF SR 49 1005486 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0154474 JCI BRIDGE GROUP INC $ 220,846.82 100.0000% 2 35-0461550 LARSON DANIELSON CONSTRUCTION $ 254,608.39 115.2873% 3 35-1817530 PIONEER ASSOCIATES INC $ 275,315.72 124.6637% 4 35-1035122 GARIUP CONSTRUCTION CO INC $ 279,900.00 126.7394% 5 26-3919039 TONN AND BLANK CONSTRUCTION LLC $ 328,750.14 148.8589% 6 35-1523985 WIRTZ & YATES INC $ 346,741.20 157.0053% 7 36-0872360 ALBIN CARLSON & CO $ 349,777.00 158.3799% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 581 -2 TABULATION OF BIDS CALL ORDER : 581 CONTRACT ID : B -32758-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-0461550 |( 3 ) 35-1817530 |JCI BRIDGE GROUP INC |LARSON DANIELSON CONSTRUCTIO |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 1143.09000 1143.09| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 10000.00000 10000.00| 54775.30000 54775.30| 16100.00000 16100.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02240 244.000 SYS | 27.00000 6588.00| 16.73000 4082.12| 40.00000 9760.00 PAVEMENT REMOVAL | | | 0010 202-51328 LUMP | 15000.00000 15000.00| 1744.47000 1744.47| 19000.00000 19000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0011 203-02000 395.000 CYS | 30.00000 11850.00| 15.53000 6134.35| 30.00000 11850.00 EXCAVATION, COMMON | | | 0012 206-51817 2541.000 SFT | 15.00000 38115.00| 22.82000 57985.62| 30.00000 76230.00 SHEET PILING, STEEL | | | 0013 214-07203 168.000 SYS | 10.00000 1680.00| 11.96000 2009.28| 12.00000 2016.00 GEOGRID, TYPE II | | | 0014 302-07455 28.000 CYS | 70.00000 1960.00| 54.45000 1524.60| 38.00000 1064.00 DENSE GRADED SUBBASE | | | 0015 303-01180 666.000 TON | 33.00000 21978.00| 23.84000 15877.44| 20.00000 13320.00 COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07432 4.000 TON | 550.00000 2200.00| 643.50000 2574.00| 550.00000 2200.00 HMA SURFACE, TYPE A | | | 0017 402-07435 8.000 TON | 300.00000 2400.00| 351.00000 2808.00| 300.00000 2400.00 HMA INTERMEDIATE, TYPE A | | | 0018 402-07440 24.000 TON | 175.00000 4200.00| 204.75000 4914.00| 175.00000 4200.00 HMA BASE, TYPE A | | | 0019 406-05521 108.000 SYS | 5.00000 540.00| 5.85000 631.80| 5.00000 540.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 581 -3 TABULATION OF BIDS CALL ORDER : 581 CONTRACT ID : B -32758-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-0461550 |( 3 ) 35-1817530 |JCI BRIDGE GROUP INC |LARSON DANIELSON CONSTRUCTIO |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-06035 100.000 LFT | 80.00000 8000.00| 105.12000 10512.00| 73.00000 7300.00 GUARDRAIL, RESET | | | 0021 602-06729 4.000 EACH | 10.00000 40.00| 11.70000 46.80| 10.00000 40.00 BARRIER DELINEATOR | | | 0022 609-06257 168.000 SYS | 99.00000 16632.00| 49.76000 8359.68| 110.00000 18480.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0023 616-02320 85.000 SYS | 3.50000 297.50| 12.81000 1088.85| 4.00000 340.00 GEOTEXTILES | | | 0024 616-06405 82.000 TON | 65.00000 5330.00| 74.48000 6107.36| 355.00000 29110.00 RIPRAP, REVETMENT | | | 0025 628-09408 12.000 MOS | 100.00000 1200.00| 491.40000 5896.80| 85.00000 1020.00 MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | 0026 628-09409 12.000 MOS | 50.00000 600.00| 175.50000 2106.00| 95.00000 1140.00 MOBILE INTERNET SERVICE , 2 EACH | | | 0027 703-06029 8692.000 LBS | 1.50000 13038.00| 1.20000 10430.40| 1.45000 12603.40 REINFORCING BARS, EPOXY COATED | | | 0028 706-05732 4.000 EACH | 2400.00000 9600.00| 2219.20000 8876.80| 2500.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 708-51813 112.000 SFT | 150.00000 16800.00| 107.64000 12055.68| 92.00000 10304.00 PNEUMATICALLY PLACED MORTAR | | | 0030 709-51821 LUMP | 1200.00000 1200.00| 10062.00000 10062.00| 2500.00000 2500.00 SURFACE SEAL , STR. NO. 1 | | | 0031 801-03290 2.000 EACH | 83.00000 166.00| 99.45000 198.90| 83.00000 166.00 CONSTRUCTION SIGN, C | | | 0032 801-06625 25.000 EACH | 58.00000 1450.00| 62.01000 1550.25| 58.00000 1450.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0033 801-06640 18.000 EACH | 73.00000 1314.00| 81.90000 1474.20| 73.00000 1314.00 CONSTRUCTION SIGN, A | | | 0034 801-06645 4.000 EACH | 24.00000 96.00| 58.50000 234.00| 24.00000 96.00 CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP | 5000.00000 5000.00| 1755.00000 1755.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0036 801-07118 72.000 LFT | 6.05000 435.60| 10.53000 758.16| 6.05000 435.60 BARRICADE, III-A | | | 0037 801-07119 48.000 LFT | 6.89000 330.72| 10.53000 505.44| 6.89000 330.72 BARRICADE, III-B | | | 0038 801-08401 520.000 LFT | 40.00000 20800.00| 31.50000 16380.00| 25.00000 13000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | SECTION TOTALS | $ 220,846.82| $ 254,608.39| $ 275,315.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 220,846.82| $ 254,608.39| $ 275,315.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 581 -4 TABULATION OF BIDS CALL ORDER : 581 CONTRACT ID : B -32758-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 26-3919039 |( 6 ) 35-1523985 |GARIUP CONSTRUCTION CO INC |TONN AND BLANK CONSTRUCTION |WIRTZ & YATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-06845 LUMP | 7432.00000 7432.00| 5098.50000 5098.50| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 21000.00000 21000.00| 63957.85000 63957.85| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02240 244.000 SYS | 45.00000 10980.00| 40.79000 9952.76| 70.00000 17080.00 PAVEMENT REMOVAL | | | 0010 202-51328 LUMP | 25000.00000 25000.00| 1867.18000 1867.18| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0011 203-02000 395.000 CYS | 25.00000 9875.00| 31.33000 12375.35| 25.00000 9875.00 EXCAVATION, COMMON | | | 0012 206-51817 2541.000 SFT | 34.00000 86394.00| 31.80000 80803.80| 35.00000 88935.00 SHEET PILING, STEEL | | | 0013 214-07203 168.000 SYS | 8.00000 1344.00| 5.87000 986.16| 18.00000 3024.00 GEOGRID, TYPE II | | | 0014 302-07455 28.000 CYS | 60.00000 1680.00| 93.39000 2614.92| 38.00000 1064.00 DENSE GRADED SUBBASE | | | 0015 303-01180 666.000 TON | 22.00000 14652.00| 34.29000 22837.14| 30.00000 19980.00 COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07432 4.000 TON | 600.00000 2400.00| 623.15000 2492.60| 650.00000 2600.00 HMA SURFACE, TYPE A | | | 0017 402-07435 8.000 TON | 325.00000 2600.00| 339.90000 2719.20| 400.00000 3200.00 HMA INTERMEDIATE, TYPE A | | | 0018 402-07440 24.000 TON | 190.00000 4560.00| 198.28000 4758.72| 275.00000 6600.00 HMA BASE, TYPE A | | | 0019 406-05521 108.000 SYS | 5.50000 594.00| 5.67000 612.36| 0.95000 102.60 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 581 -5 TABULATION OF BIDS CALL ORDER : 581 CONTRACT ID : B -32758-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 26-3919039 |( 6 ) 35-1523985 |GARIUP CONSTRUCTION CO INC |TONN AND BLANK CONSTRUCTION |WIRTZ & YATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-06035 100.000 LFT | 84.00000 8400.00| 90.64000 9064.00| 92.00000 9200.00 GUARDRAIL, RESET | | | 0021 602-06729 4.000 EACH | 16.50000 66.00| 53.82000 215.28| 40.00000 160.00 BARRIER DELINEATOR | | | 0022 609-06257 168.000 SYS | 80.00000 13440.00| 89.36000 15012.48| 95.00000 15960.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0023 616-02320 85.000 SYS | 7.00000 595.00| 5.07000 430.95| 12.00000 1020.00 GEOTEXTILES | | | 0024 616-06405 82.000 TON | 60.00000 4920.00| 139.52000 11440.64| 90.00000 7380.00 RIPRAP, REVETMENT | | | 0025 628-09408 12.000 MOS | 275.00000 3300.00| 207.72000 2492.64| 500.00000 6000.00 MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | 0026 628-09409 12.000 MOS | 200.00000 2400.00| 56.65000 679.80| 400.00000 4800.00 MOBILE INTERNET SERVICE , 2 EACH | | | 0027 703-06029 8692.000 LBS | 1.00000 8692.00| 1.25000 10865.00| 1.30000 11299.60 REINFORCING BARS, EPOXY COATED | | | 0028 706-05732 4.000 EACH | 1500.00000 6000.00| 2441.62000 9766.48| 2800.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 708-51813 112.000 SFT | 75.00000 8400.00| 267.06000 29910.72| 135.00000 15120.00 PNEUMATICALLY PLACED MORTAR | | | 0030 709-51821 LUMP | 2000.00000 2000.00| 2945.80000 2945.80| 6000.00000 6000.00 SURFACE SEAL , STR. NO. 1 | | | 0031 801-03290 2.000 EACH | 220.00000 440.00| 226.60000 453.20| 285.00000 570.00 CONSTRUCTION SIGN, C | | | 0032 801-06625 25.000 EACH | 90.00000 2250.00| 96.31000 2407.75| 125.00000 3125.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0033 801-06640 18.000 EACH | 120.00000 2160.00| 121.23000 2182.14| 220.00000 3960.00 CONSTRUCTION SIGN, A | | | 0034 801-06645 4.000 EACH | 50.00000 200.00| 50.99000 203.96| 66.00000 264.00 CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP | 10000.00000 10000.00| 226.60000 226.60| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0036 801-07118 72.000 LFT | 50.00000 3600.00| 9.35000 673.20| 16.00000 1152.00 BARRICADE, III-A | | | 0037 801-07119 48.000 LFT | 10.00000 480.00| 10.57000 507.36| 18.00000 864.00 BARRICADE, III-B | | | 0038 801-08401 520.000 LFT | 27.00000 14040.00| 34.98000 18189.60| 35.00000 18200.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | SECTION TOTALS | $ 279,900.00| $ 328,750.14| $ 346,741.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 279,900.00| $ 328,750.14| $ 346,741.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 581 -6 TABULATION OF BIDS CALL ORDER : 581 CONTRACT ID : B -32758-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 36-0872360 |( ) |( ) |ALBIN CARLSON & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-06845 LUMP | 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 15500.00000 15500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02240 244.000 SYS | 25.00000 6100.00| | PAVEMENT REMOVAL | | | 0010 202-51328 LUMP | 40000.00000 40000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0011 203-02000 395.000 CYS | 30.00000 11850.00| | EXCAVATION, COMMON | | | 0012 206-51817 2541.000 SFT | 41.00000 104181.00| | SHEET PILING, STEEL | | | 0013 214-07203 168.000 SYS | 19.00000 3192.00| | GEOGRID, TYPE II | | | 0014 302-07455 28.000 CYS | 90.00000 2520.00| | DENSE GRADED SUBBASE | | | 0015 303-01180 666.000 TON | 34.00000 22644.00| | COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07432 4.000 TON | 620.10000 2480.40| | HMA SURFACE, TYPE A | | | 0017 402-07435 8.000 TON | 340.00000 2720.00| | HMA INTERMEDIATE, TYPE A | | | 0018 402-07440 24.000 TON | 198.00000 4752.00| | HMA BASE, TYPE A | | | 0019 406-05521 108.000 SYS | 5.00000 540.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 581 -7 TABULATION OF BIDS CALL ORDER : 581 CONTRACT ID : B -32758-A COUNTIES : LAPORTE LETTING DATE : 01/12/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 36-0872360 |( ) |( ) |ALBIN CARLSON & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-06035 100.000 LFT | 80.00000 8000.00| | GUARDRAIL, RESET | | | 0021 602-06729 4.000 EACH | 25.00000 100.00| | BARRIER DELINEATOR | | | 0022 609-06257 168.000 SYS | 120.00000 20160.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0023 616-02320 85.000 SYS | 7.00000 595.00| | GEOTEXTILES | | | 0024 616-06405 82.000 TON | 60.00000 4920.00| | RIPRAP, REVETMENT | | | 0025 628-09408 12.000 MOS | 700.00000 8400.00| | MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | 0026 628-09409 12.000 MOS | 200.00000 2400.00| | MOBILE INTERNET SERVICE , 2 EACH | | | 0027 703-06029 8692.000 LBS | 1.50000 13038.00| | REINFORCING BARS, EPOXY COATED | | | 0028 706-05732 4.000 EACH | 3100.00000 12400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 708-51813 112.000 SFT | 299.15000 33504.80| | PNEUMATICALLY PLACED MORTAR | | | 0030 709-51821 LUMP | 2200.00000 2200.00| | SURFACE SEAL , STR. NO. 1 | | | 0031 801-03290 2.000 EACH | 200.00000 400.00| | CONSTRUCTION SIGN, C | | | 0032 801-06625 25.000 EACH | 85.00000 2125.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0033 801-06640 18.000 EACH | 107.00000 1926.00| | CONSTRUCTION SIGN, A | | | 0034 801-06645 4.000 EACH | 45.00000 180.00| | CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP | 200.00000 200.00| | MAINTAINING TRAFFIC | | | 0036 801-07118 72.000 LFT | 8.25000 594.00| | BARRICADE, III-A | | | 0037 801-07119 48.000 LFT | 9.35000 448.80| | BARRICADE, III-B | | | 0038 801-08401 520.000 LFT | 35.00000 18200.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | SECTION TOTALS | $ 349,777.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 349,777.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -1 VENDOR RANKING CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BRIDGE REHABILITATION COMPLETION DATE : 10/14/11 LOCATION : ON US 30 OVER DEEDS CREEK, 0.96 MILE EAST OF SR 15 PROJECT(S) : 0901859 0901860 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 1,636,125.68 100.0000% 2 32-0154474 JCI BRIDGE GROUP INC $ 1,659,873.62 101.4515% 3 35-1817530 PIONEER ASSOCIATES INC $ 1,675,273.84 102.3927% 4 38-2675420 ANLAAN CORPORATION $ 1,766,944.47 107.9956% 5 35-1057237 R L MCCOY INC $ 1,782,458.96 108.9439% 6 34-4456871 MILLER BROS CONSTRUCTION INC $ 1,838,739.79 112.3838% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,033,479.86 124.2863% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -2 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 32-0154474 |( 3 ) 35-1817530 |PRIMCO INC |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DISTRICT BRIDGE PROJECT (REHABILITATION) | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 7200.00000 7200.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 75.00000 75.00| 100.00000 100.00| 220.00000 220.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 70.00000 840.00| 75.00000 900.00| 145.00000 1740.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 81806.28000 81806.28| 85000.00000 85000.00| 87000.00000 87000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-01015 LUMP | 1071.20000 1071.20| 3500.00000 3500.00| 7500.00000 7500.00 CLEARING AND GRUBBING | | | 0013 202-02240 752.000 SYS | 17.00000 12784.00| 24.00000 18048.00| 20.00000 15040.00 PAVEMENT REMOVAL | | | 0014 202-51328 LUMP | 93176.73000 93176.73| 65000.00000 65000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | 0015 202-51328 LUMP | 83198.29000 83198.29| 65000.00000 65000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 2 | | | 0016 203-02000 450.000 CYS | 24.00000 10800.00| 19.00000 8550.00| 23.00000 10350.00 EXCAVATION, COMMON | | | 0017 205-03371 904.000 CYS | 3.00000 2712.00| 8.00000 7232.00| 1.00000 904.00 SEDIMENT, REMOVE | | | 0018 205-06933 3.000 EACH | 114.85000 344.55| 100.00000 300.00| 100.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -3 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 32-0154474 |( 3 ) 35-1817530 |PRIMCO INC |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06936 84.000 TON | 46.00000 3864.00| 75.00000 6300.00| 150.00000 12600.00 TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 400.000 LFT | 2.63000 1052.00| 2.08000 832.00| 7.00000 2800.00 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 20.00000 2000.00| 20.00000 2000.00| 35.00000 3500.00 NO 2 STONE | | | 0022 207-08266 5331.000 SYS | 4.00000 21324.00| 1.71000 9116.01| 12.00000 63972.00 SUBGRADE TREATMENT, TYPE III | | | 0023 211-06467 134.000 CYS | 66.00000 8844.00| 65.00000 8710.00| 40.00000 5360.00 AGGREGATE FOR END BENT BACKFILL | | | 0024 302-07455 262.000 CYS | 40.00000 10480.00| 43.00000 11266.00| 40.00000 10480.00 DENSE GRADED SUBBASE | | | 0025 306-08043 2133.000 SYS | 6.00000 12798.00| 5.00000 10665.00| 4.00000 8532.00 MILLING, TRANSITION | | | 0026 402-07434 111.000 TON | 75.00000 8325.00| 75.00000 8325.00| 85.00000 9435.00 HMA SURFACE, TYPE C | | | 0027 402-07439 185.000 TON | 60.00000 11100.00| 60.00000 11100.00| 55.00000 10175.00 HMA INTERMEDIATE, TYPE C | | | 0028 402-07442 592.000 TON | 85.00000 50320.00| 85.00000 50320.00| 50.00000 29600.00 HMA BASE, TYPE C | | | 0029 402-07452 235.000 TON | 75.00000 17625.00| 75.00000 17625.00| 72.00000 16920.00 HMA WEDGE AND LEVEL, TYPE C | | | 0030 402-07453 2631.000 TON | 46.00000 121026.00| 46.00000 121026.00| 50.00000 131550.00 HMA FOR TEMPORARY PAVEMENT | | | 0031 406-05520 0.530 TON | 800.00000 424.00| 800.00000 424.00| 100.00000 53.00 ASPHALT FOR TACK COAT | | | 0032 502-06331 213.300 SYS | 75.00000 15997.50| 65.00000 13864.50| 90.00000 19197.00 PCCP, 14 IN | | | 0033 503-03489 96.000 EACH | 25.00000 2400.00| 18.00000 1728.00| 12.00000 1152.00 RETROFITTED TIE BARS | | | 0034 503-05240 96.000 LFT | 35.00000 3360.00| 16.00000 1536.00| 8.00000 768.00 D-1 CONTRACTION JOINT | | | 0035 503-05310 162.000 LFT | 160.00000 25920.00| 140.00000 22680.00| 150.00000 24300.00 TERMINAL JOINT | | | 0036 601-01522 6.000 EACH | 2200.00000 13200.00| 1900.00000 11400.00| 2200.00000 13200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-02241 1550.000 LFT | 4.50000 6975.00| 3.90000 6045.00| 4.50000 6975.00 GUARDRAIL, REMOVE | | | 0038 601-94689 4.000 EACH | 3395.40000 13581.60| 2400.00000 9600.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH | 4995.40000 9990.80| 3300.00000 6600.00| 4100.00000 8200.00 GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -4 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 32-0154474 |( 3 ) 35-1817530 |PRIMCO INC |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-99105 150.000 LFT | 18.00000 2700.00| 20.00000 3000.00| 18.00000 2700.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0041 601-99108 300.000 LFT | 24.00000 7200.00| 24.00000 7200.00| 24.00000 7200.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0042 602-06729 16.000 EACH | 12.00000 192.00| 8.00000 128.00| 7.00000 112.00 BARRIER DELINEATOR | | | 0043 606-07484 2497.000 LFT | 2.75000 6866.75| 1.70000 4244.90| 2.00000 4994.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0044 609-06259 685.200 SYS | 85.00000 58242.00| 80.00000 54816.00| 70.00000 47964.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0045 616-02320 416.400 SYS | 5.00000 2082.00| 3.00000 1249.20| 3.25000 1353.30 GEOTEXTILES | | | 0046 616-06405 32.000 TON | 80.00000 2560.00| 64.00000 2048.00| 40.00000 1280.00 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02363 2046.000 SYS | 0.42000 859.32| 0.42000 859.32| 0.42000 859.32 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0049 621-06559 5223.000 SYS | 0.42000 2193.66| 0.42000 2193.66| 0.42000 2193.66 MULCHED SEEDING, R | | | 0050 621-06574 43.000 SYS | 30.90000 1328.70| 30.90000 1328.70| 30.90000 1328.70 SODDING | | | 0051 628-09402 12.000 MOS | 2280.00000 27360.00| 1800.00000 21600.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0052 701-09662 700.000 LFT | 45.00000 31500.00| 50.00000 35000.00| 52.00000 36400.00 PILE, STEEL PIPE, 0.250 IN, 14 IN | | | 0053 702-51005 110.000 CYS | 475.00000 52250.00| 750.00000 82500.00| 650.00000 71500.00 CONCRETE, A, SUBSTRUCTURE | | | 0054 703-06029 157768.000 LBS | 1.05000 165656.40| 1.01000 159345.68| 1.12000 176700.16 REINFORCING BARS, EPOXY COATED | | | 0055 704-51002 523.000 CYS | 525.00000 274575.00| 540.00000 282420.00| 460.00000 240580.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05734 8.000 EACH | 1750.00000 14000.00| 1400.00000 11200.00| 2000.00000 16000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0057 706-51020 60.200 CYS | 725.00000 43645.00| 330.00000 19866.00| 437.50000 26337.50 CONCRETE, C, RAILING | | | 0058 707-05982 1443.000 LFT | 109.00000 157287.00| 151.00000 217893.00| 132.00000 190476.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | 28" X 12" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -5 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 32-0154474 |( 3 ) 35-1817530 |PRIMCO INC |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 709-51821 LUMP | 3000.00000 3000.00| 4750.00000 4750.00| 5470.00000 5470.00 SURFACE SEAL , STRUCTURE NO. 1 | | | 0060 709-51821 LUMP | 3000.00000 3000.00| 4750.00000 4750.00| 5470.00000 5470.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0061 715-05407 276.000 LFT | 20.00000 5520.00| 9.00000 2484.00| 15.00000 4140.00 PIPE, END BENT DRAIN, 6 IN | | | 0062 801-03290 6.000 EACH | 120.00000 720.00| 120.00000 720.00| 175.00000 1050.00 CONSTRUCTION SIGN, C | | | 0063 801-06207 12825.000 LFT | 0.79000 10131.75| 0.79000 10131.75| 0.88000 11286.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06469 5780.000 LFT | 1.58000 9132.40| 1.58000 9132.40| 1.76000 10172.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN | | | 0065 801-06640 31.000 EACH | 110.00000 3410.00| 110.00000 3410.00| 133.00000 4123.00 CONSTRUCTION SIGN, A | | | 0066 801-06710 360.000 DAY | 9.00000 3240.00| 9.00000 3240.00| 5.50000 1980.00 FLASHING ARROW SIGN | | | 0067 801-06775 LUMP | 13584.80000 13584.80| 13000.00000 13000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0068 801-07024 1.000 EACH | 8200.00000 8200.00| 7600.00000 7600.00| 8200.00000 8200.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0069 801-07119 160.000 LFT | 10.00000 1600.00| 10.00000 1600.00| 10.50000 1680.00 BARRICADE, III-B | | | 0070 801-07606 1000.000 LFT | 20.00000 20000.00| 13.00000 13000.00| 9.32000 9320.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0071 801-08400 290.000 LFT | 35.00000 10150.00| 33.00000 9570.00| 24.35000 7061.50 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0072 801-52817 2.000 EACH | 11000.00000 22000.00| 26000.00000 52000.00| 50000.00000 100000.00 TEMPORARY CROSSOVER, B | | | 0073 808-06716 5575.000 LFT | 0.35000 1951.25| 0.35000 1951.25| 0.44000 2453.00 LINE, REMOVE | | | 0074 808-10031 482.000 LFT | 0.09000 43.38| 1.50000 723.00| 1.50000 723.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0075 808-10033 482.000 LFT | 1.58000 761.56| 1.50000 723.00| 1.50000 723.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0076 808-10034 482.000 LFT | 1.58000 761.56| 1.50000 723.00| 1.50000 723.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0077 808-75051 480.000 LFT | 1.95000 936.00| 1.75000 840.00| 1.98000 950.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN | | | 0078 808-75054 4180.000 LFT | 1.95000 8151.00| 1.75000 7315.00| 1.98000 8276.40 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -6 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 32-0154474 |( 3 ) 35-1817530 |PRIMCO INC |JCI BRIDGE GROUP INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 808-75059 2855.000 LFT | 0.04000 114.20| 1.75000 4996.25| 1.98000 5652.90 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN | | | 0080 808-75996 76.000 EACH | 10.00000 760.00| 15.00000 1140.00| 8.05000 611.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 88.000 EACH | 1.00000 88.00| 39.00000 3432.00| 25.55000 2248.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,636,125.68| $ 1,659,873.62| $ 1,675,273.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,636,125.68| $ 1,659,873.62| $ 1,675,273.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -7 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-2675420 |( 5 ) 35-1057237 |( 6 ) 34-4456871 |ANLAAN CORPORATION |R L MCCOY INC |MILLER BROS CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DISTRICT BRIDGE PROJECT (REHABILITATION) | | | 0001 105-06845 LUMP | 7200.00000 7200.00| 10000.00000 10000.00| 7200.00000 7200.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 270.00000 270.00| 400.00000 400.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 108.00000 1296.00| 75.00000 900.00| 50.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 88000.00000 88000.00| 89000.00000 89000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-01015 LUMP | 11766.00000 11766.00| 35000.00000 35000.00| 5400.00000 5400.00 CLEARING AND GRUBBING | | | 0013 202-02240 752.000 SYS | 19.00000 14288.00| 32.00000 24064.00| 40.00000 30080.00 PAVEMENT REMOVAL | | | 0014 202-51328 LUMP | 180000.00000 180000.00| 126000.00000 126000.00| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | 0015 202-51328 LUMP | 167000.00000 167000.00| 126000.00000 126000.00| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 2 | | | 0016 203-02000 450.000 CYS | 15.00000 6750.00| 24.00000 10800.00| 30.00000 13500.00 EXCAVATION, COMMON | | | 0017 205-03371 904.000 CYS | 1.00000 904.00| 5.00000 4520.00| 10.00000 9040.00 SEDIMENT, REMOVE | | | 0018 205-06933 3.000 EACH | 75.00000 225.00| 100.00000 300.00| 200.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -8 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-2675420 |( 5 ) 35-1057237 |( 6 ) 34-4456871 |ANLAAN CORPORATION |R L MCCOY INC |MILLER BROS CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06936 84.000 TON | 54.00000 4536.00| 57.00000 4788.00| 36.00000 3024.00 TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 400.000 LFT | 5.00000 2000.00| 3.00000 1200.00| 3.00000 1200.00 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 15.00000 1500.00| 33.00000 3300.00| 20.00000 2000.00 NO 2 STONE | | | 0022 207-08266 5331.000 SYS | 5.00000 26655.00| 4.00000 21324.00| 9.80000 52243.80 SUBGRADE TREATMENT, TYPE III | | | 0023 211-06467 134.000 CYS | 46.00000 6164.00| 56.00000 7504.00| 80.00000 10720.00 AGGREGATE FOR END BENT BACKFILL | | | 0024 302-07455 262.000 CYS | 44.00000 11528.00| 62.00000 16244.00| 80.00000 20960.00 DENSE GRADED SUBBASE | | | 0025 306-08043 2133.000 SYS | 3.50000 7465.50| 5.90000 12584.70| 3.50000 7465.50 MILLING, TRANSITION | | | 0026 402-07434 111.000 TON | 85.00000 9435.00| 75.00000 8325.00| 85.00000 9435.00 HMA SURFACE, TYPE C | | | 0027 402-07439 185.000 TON | 55.00000 10175.00| 60.00000 11100.00| 55.00000 10175.00 HMA INTERMEDIATE, TYPE C | | | 0028 402-07442 592.000 TON | 50.00000 29600.00| 85.00000 50320.00| 50.00000 29600.00 HMA BASE, TYPE C | | | 0029 402-07452 235.000 TON | 72.00000 16920.00| 75.00000 17625.00| 72.00000 16920.00 HMA WEDGE AND LEVEL, TYPE C | | | 0030 402-07453 2631.000 TON | 50.00000 131550.00| 46.00000 121026.00| 50.00000 131550.00 HMA FOR TEMPORARY PAVEMENT | | | 0031 406-05520 0.530 TON | 100.00000 53.00| 800.00000 424.00| 100.00000 53.00 ASPHALT FOR TACK COAT | | | 0032 502-06331 213.300 SYS | 90.00000 19197.00| 79.00000 16850.70| 90.00000 19197.00 PCCP, 14 IN | | | 0033 503-03489 96.000 EACH | 25.00000 2400.00| 29.00000 2784.00| 25.00000 2400.00 RETROFITTED TIE BARS | | | 0034 503-05240 96.000 LFT | 22.00000 2112.00| 9.00000 864.00| 22.00000 2112.00 D-1 CONTRACTION JOINT | | | 0035 503-05310 162.000 LFT | 106.50000 17253.00| 141.00000 22842.00| 160.00000 25920.00 TERMINAL JOINT | | | 0036 601-01522 6.000 EACH | 1900.00000 11400.00| 2200.00000 13200.00| 1900.00000 11400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-02241 1550.000 LFT | 3.90000 6045.00| 4.50000 6975.00| 3.90000 6045.00 GUARDRAIL, REMOVE | | | 0038 601-94689 4.000 EACH | 2400.00000 9600.00| 2500.00000 10000.00| 2400.00000 9600.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH | 3300.00000 6600.00| 4100.00000 8200.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -9 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-2675420 |( 5 ) 35-1057237 |( 6 ) 34-4456871 |ANLAAN CORPORATION |R L MCCOY INC |MILLER BROS CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-99105 150.000 LFT | 20.00000 3000.00| 18.00000 2700.00| 20.00000 3000.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0041 601-99108 300.000 LFT | 24.00000 7200.00| 24.00000 7200.00| 24.00000 7200.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0042 602-06729 16.000 EACH | 11.00000 176.00| 12.00000 192.00| 8.00000 128.00 BARRIER DELINEATOR | | | 0043 606-07484 2497.000 LFT | 1.43000 3570.71| 1.43000 3570.71| 1.43000 3570.71 MILLED HMA SHOULDER CORRUGATIONS | | | 0044 609-06259 685.200 SYS | 80.00000 54816.00| 77.00000 52760.40| 80.00000 54816.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0045 616-02320 416.400 SYS | 2.00000 832.80| 2.50000 1041.00| 1.00000 416.40 GEOTEXTILES | | | 0046 616-06405 32.000 TON | 56.00000 1792.00| 41.00000 1312.00| 40.00000 1280.00 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02363 2046.000 SYS | 0.42000 859.32| 0.42000 859.32| 0.42000 859.32 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0049 621-06559 5223.000 SYS | 0.42000 2193.66| 0.42000 2193.66| 0.42000 2193.66 MULCHED SEEDING, R | | | 0050 621-06574 43.000 SYS | 30.90000 1328.70| 30.90000 1328.70| 30.90000 1328.70 SODDING | | | 0051 628-09402 12.000 MOS | 2170.00000 26040.00| 1830.00000 21960.00| 1000.00000 12000.00 FIELD OFFICE, B | | | 0052 701-09662 700.000 LFT | 40.75000 28525.00| 54.00000 37800.00| 15.00000 10500.00 PILE, STEEL PIPE, 0.250 IN, 14 IN | | | 0053 702-51005 110.000 CYS | 700.00000 77000.00| 465.00000 51150.00| 650.00000 71500.00 CONCRETE, A, SUBSTRUCTURE | | | 0054 703-06029 157768.000 LBS | 0.78000 123059.04| 0.84000 132525.12| 1.00000 157768.00 REINFORCING BARS, EPOXY COATED | | | 0055 704-51002 523.000 CYS | 457.75000 239403.25| 640.00000 334720.00| 700.00000 366100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05734 8.000 EACH | 1200.00000 9600.00| 1830.00000 14640.00| 1700.00000 13600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0057 706-51020 60.200 CYS | 430.00000 25886.00| 450.00000 27090.00| 800.00000 48160.00 CONCRETE, C, RAILING | | | 0058 707-05982 1443.000 LFT | 130.00000 187590.00| 117.00000 168831.00| 130.00000 187590.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | 28" X 12" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -10 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-2675420 |( 5 ) 35-1057237 |( 6 ) 34-4456871 |ANLAAN CORPORATION |R L MCCOY INC |MILLER BROS CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 709-51821 LUMP | 5470.00000 5470.00| 5470.00000 5470.00| 5470.00000 5470.00 SURFACE SEAL , STRUCTURE NO. 1 | | | 0060 709-51821 LUMP | 5470.00000 5470.00| 5470.00000 5470.00| 4750.00000 4750.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0061 715-05407 276.000 LFT | 5.70000 1573.20| 11.00000 3036.00| 8.00000 2208.00 PIPE, END BENT DRAIN, 6 IN | | | 0062 801-03290 6.000 EACH | 175.00000 1050.00| 120.00000 720.00| 175.00000 1050.00 CONSTRUCTION SIGN, C | | | 0063 801-06207 12825.000 LFT | 0.95000 12183.75| 0.79000 10131.75| 0.88000 11286.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06469 5780.000 LFT | 1.40000 8092.00| 1.58000 9132.40| 1.76000 10172.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN | | | 0065 801-06640 31.000 EACH | 133.00000 4123.00| 110.00000 3410.00| 133.00000 4123.00 CONSTRUCTION SIGN, A | | | 0066 801-06710 360.000 DAY | 5.50000 1980.00| 9.00000 3240.00| 5.50000 1980.00 FLASHING ARROW SIGN | | | 0067 801-06775 LUMP | 8421.00000 8421.00| 10100.00000 10100.00| 13500.00000 13500.00 MAINTAINING TRAFFIC | | | 0068 801-07024 1.000 EACH | 7600.00000 7600.00| 12140.00000 12140.00| 7600.00000 7600.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0069 801-07119 160.000 LFT | 10.50000 1680.00| 10.00000 1600.00| 10.50000 1680.00 BARRICADE, III-B | | | 0070 801-07606 1000.000 LFT | 8.35000 8350.00| 20.00000 20000.00| 5.00000 5000.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0071 801-08400 290.000 LFT | 47.00000 13630.00| 25.00000 7250.00| 60.00000 17400.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0072 801-52817 2.000 EACH | 35171.00000 70342.00| 11000.00000 22000.00| 16000.00000 32000.00 TEMPORARY CROSSOVER, B | | | 0073 808-06716 5575.000 LFT | 0.15000 836.25| 0.35000 1951.25| 0.44000 2453.00 LINE, REMOVE | | | 0074 808-10031 482.000 LFT | 0.01000 4.82| 1.50000 723.00| 1.50000 723.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0075 808-10033 482.000 LFT | 1.58000 761.56| 1.50000 723.00| 1.50000 723.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0076 808-10034 482.000 LFT | 1.58000 761.56| 1.50000 723.00| 1.50000 723.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0077 808-75051 480.000 LFT | 1.95000 936.00| 1.75000 840.00| 1.98000 950.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN | | | 0078 808-75054 4180.000 LFT | 1.95000 8151.00| 1.75000 7315.00| 1.98000 8276.40 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -11 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 38-2675420 |( 5 ) 35-1057237 |( 6 ) 34-4456871 |ANLAAN CORPORATION |R L MCCOY INC |MILLER BROS CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 808-75059 2855.000 LFT | 0.01000 28.55| 1.75000 4996.25| 1.98000 5652.90 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN | | | 0080 808-75996 76.000 EACH | 0.30000 22.80| 10.00000 760.00| 8.05000 611.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 88.000 EACH | 20.00000 1760.00| 39.00000 3432.00| 25.55000 2248.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,766,944.47| $ 1,782,458.96| $ 1,838,739.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,766,944.47| $ 1,782,458.96| $ 1,838,739.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -12 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DISTRICT BRIDGE PROJECT (REHABILITATION) | | | 0001 105-06845 LUMP | 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 300.00000 300.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 75.00000 900.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 101673.99000 101673.99| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-01015 LUMP | 18000.00000 18000.00| | CLEARING AND GRUBBING | | | 0013 202-02240 752.000 SYS | 15.00000 11280.00| | PAVEMENT REMOVAL | | | 0014 202-51328 LUMP | 93000.00000 93000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | 0015 202-51328 LUMP | 93000.00000 93000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 2 | | | 0016 203-02000 450.000 CYS | 30.00000 13500.00| | EXCAVATION, COMMON | | | 0017 205-03371 904.000 CYS | 20.00000 18080.00| | SEDIMENT, REMOVE | | | 0018 205-06933 3.000 EACH | 100.00000 300.00| | TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -13 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06936 84.000 TON | 50.00000 4200.00| | TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 400.000 LFT | 2.08000 832.00| | TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 35.00000 3500.00| | NO 2 STONE | | | 0022 207-08266 5331.000 SYS | 3.00000 15993.00| | SUBGRADE TREATMENT, TYPE III | | | 0023 211-06467 134.000 CYS | 90.00000 12060.00| | AGGREGATE FOR END BENT BACKFILL | | | 0024 302-07455 262.000 CYS | 90.00000 23580.00| | DENSE GRADED SUBBASE | | | 0025 306-08043 2133.000 SYS | 6.00000 12798.00| | MILLING, TRANSITION | | | 0026 402-07434 111.000 TON | 85.00000 9435.00| | HMA SURFACE, TYPE C | | | 0027 402-07439 185.000 TON | 55.00000 10175.00| | HMA INTERMEDIATE, TYPE C | | | 0028 402-07442 592.000 TON | 50.00000 29600.00| | HMA BASE, TYPE C | | | 0029 402-07452 235.000 TON | 72.00000 16920.00| | HMA WEDGE AND LEVEL, TYPE C | | | 0030 402-07453 2631.000 TON | 50.00000 131550.00| | HMA FOR TEMPORARY PAVEMENT | | | 0031 406-05520 0.530 TON | 100.00000 53.00| | ASPHALT FOR TACK COAT | | | 0032 502-06331 213.300 SYS | 125.00000 26662.50| | PCCP, 14 IN | | | 0033 503-03489 96.000 EACH | 20.00000 1920.00| | RETROFITTED TIE BARS | | | 0034 503-05240 96.000 LFT | 15.00000 1440.00| | D-1 CONTRACTION JOINT | | | 0035 503-05310 162.000 LFT | 165.00000 26730.00| | TERMINAL JOINT | | | 0036 601-01522 6.000 EACH | 2200.00000 13200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-02241 1550.000 LFT | 4.50000 6975.00| | GUARDRAIL, REMOVE | | | 0038 601-94689 4.000 EACH | 2500.00000 10000.00| | GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH | 4100.00000 8200.00| | GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -14 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-99105 150.000 LFT | 18.00000 2700.00| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0041 601-99108 300.000 LFT | 24.00000 7200.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0042 602-06729 16.000 EACH | 12.50000 200.00| | BARRIER DELINEATOR | | | 0043 606-07484 2497.000 LFT | 1.80000 4494.60| | MILLED HMA SHOULDER CORRUGATIONS | | | 0044 609-06259 685.200 SYS | 95.00000 65094.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0045 616-02320 416.400 SYS | 3.00000 1249.20| | GEOTEXTILES | | | 0046 616-06405 32.000 TON | 35.00000 1120.00| | RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH | 475.00000 950.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02363 2046.000 SYS | 0.42000 859.32| | MULCHED SEEDING T, CONVENTIONAL MIX | | | 0049 621-06559 5223.000 SYS | 0.42000 2193.66| | MULCHED SEEDING, R | | | 0050 621-06574 43.000 SYS | 30.90000 1328.70| | SODDING | | | 0051 628-09402 12.000 MOS | 3000.00000 36000.00| | FIELD OFFICE, B | | | 0052 701-09662 700.000 LFT | 75.00000 52500.00| | PILE, STEEL PIPE, 0.250 IN, 14 IN | | | 0053 702-51005 110.000 CYS | 525.00000 57750.00| | CONCRETE, A, SUBSTRUCTURE | | | 0054 703-06029 157768.000 LBS | 1.00000 157768.00| | REINFORCING BARS, EPOXY COATED | | | 0055 704-51002 523.000 CYS | 550.00000 287650.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05734 8.000 EACH | 1200.00000 9600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0057 706-51020 60.200 CYS | 430.00000 25886.00| | CONCRETE, C, RAILING | | | 0058 707-05982 1443.000 LFT | 225.00000 324675.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | 28" X 12" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -15 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 709-51821 LUMP | 5470.00000 5470.00| | SURFACE SEAL , STRUCTURE NO. 1 | | | 0060 709-51821 LUMP | 5470.00000 5470.00| | SURFACE SEAL , STRUCTURE NO. 2 | | | 0061 715-05407 276.000 LFT | 20.00000 5520.00| | PIPE, END BENT DRAIN, 6 IN | | | 0062 801-03290 6.000 EACH | 120.00000 720.00| | CONSTRUCTION SIGN, C | | | 0063 801-06207 12825.000 LFT | 0.79000 10131.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06469 5780.000 LFT | 1.58000 9132.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN | | | 0065 801-06640 31.000 EACH | 110.00000 3410.00| | CONSTRUCTION SIGN, A | | | 0066 801-06710 360.000 DAY | 9.00000 3240.00| | FLASHING ARROW SIGN | | | 0067 801-06775 LUMP | 75000.00000 75000.00| | MAINTAINING TRAFFIC | | | 0068 801-07024 1.000 EACH | 8200.00000 8200.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0069 801-07119 160.000 LFT | 10.00000 1600.00| | BARRICADE, III-B | | | 0070 801-07606 1000.000 LFT | 30.00000 30000.00| | TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0071 801-08400 290.000 LFT | 70.00000 20300.00| | TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0072 801-52817 2.000 EACH | 37000.00000 74000.00| | TEMPORARY CROSSOVER, B | | | 0073 808-06716 5575.000 LFT | 0.35000 1951.25| | LINE, REMOVE | | | 0074 808-10031 482.000 LFT | 0.01000 4.82| | LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0075 808-10033 482.000 LFT | 1.58000 761.56| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0076 808-10034 482.000 LFT | 1.58000 761.56| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0077 808-75051 480.000 LFT | 1.95000 936.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN | | | 0078 808-75054 4180.000 LFT | 1.95000 8151.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 591 -16 TABULATION OF BIDS CALL ORDER : 591 CONTRACT ID : B -32883-A COUNTIES : KOSCIUSKO LETTING DATE : 01/12/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 808-75059 2855.000 LFT | 0.01000 28.55| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN | | | 0080 808-75996 76.000 EACH | 20.00000 1520.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 88.000 EACH | 1.00000 88.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,033,479.86| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,033,479.86| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 621 -1 VENDOR RANKING CALL ORDER : 621 CONTRACT ID : M -31152-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 11/01/11 LOCATION : AT VARIOUS LOCATIONS ALONG I-265, I-64, SR 62, AND I-65 PROJECT(S) : 0800566 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 61-1103168 SWARTZ MOWING INC $ 95,601.68 100.0000% 2 35-2045735 J & M CONTRACTING INC $ 139,882.00 146.3175% 3 35-1606893 OLCO INC $ 158,242.00 165.5222% 4 32-0064635 THOMPSON INTERSTATE MOWING INC $ 168,002.20 175.7314% 5 35-2154772 COMPTONS MOWING SERVICE INC $ 225,602.00 235.9812% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 621 -2 TABULATION OF BIDS CALL ORDER : 621 CONTRACT ID : M -31152-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 61-1103168 |( 2 ) 35-2045735 |( 3 ) 35-1606893 |SWARTZ MOWING INC |J & M CONTRACTING INC |OLCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 202-04486 26.400 MILE | 280.30000 7399.92| 425.00000 11220.00| 400.00000 10560.00 LITTER, REMOVE CYCLE 1 | | | 0004 202-04486 26.400 MILE | 280.30000 7399.92| 425.00000 11220.00| 400.00000 10560.00 LITTER, REMOVE CYCLE 2 | | | 0005 202-04486 26.400 MILE | 280.30000 7399.92| 425.00000 11220.00| 400.00000 10560.00 LITTER, REMOVE CYCLE 3 | | | 0006 202-04486 26.400 MILE | 280.30000 7399.92| 425.00000 11220.00| 400.00000 10560.00 LITTER, REMOVE CYCLE 4 | | | 0007 623-04884 1.000 CYCL | 16800.00000 16800.00| 23750.00000 23750.00| 32000.00000 32000.00 MOWING, CYCLE NO 1 | | | 0008 623-04885 1.000 CYCL | 16400.00000 16400.00| 23750.00000 23750.00| 30000.00000 30000.00 MOWING, CYCLE NO 2 | | | 0009 623-04886 1.000 CYCL | 16400.00000 16400.00| 23750.00000 23750.00| 28000.00000 28000.00 MOWING, CYCLE NO 3 | | | 0010 623-04887 1.000 CYCL | 16400.00000 16400.00| 23750.00000 23750.00| 26000.00000 26000.00 MOWING, CYCLE NO 4 | | | SECTION TOTALS | $ 95,601.68| $ 139,882.00| $ 158,242.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 95,601.68| $ 139,882.00| $ 158,242.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 621 -3 TABULATION OF BIDS CALL ORDER : 621 CONTRACT ID : M -31152-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 32-0064635 |( 5 ) 35-2154772 |( ) |THOMPSON INTERSTATE MOWING I |COMPTONS MOWING SERVICE INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0003 202-04486 26.400 MILE | 681.82000 18000.05| 1000.00000 26400.00| LITTER, REMOVE CYCLE 1 | | | 0004 202-04486 26.400 MILE | 681.82000 18000.05| 1000.00000 26400.00| LITTER, REMOVE CYCLE 2 | | | 0005 202-04486 26.400 MILE | 681.82000 18000.05| 1000.00000 26400.00| LITTER, REMOVE CYCLE 3 | | | 0006 202-04486 26.400 MILE | 681.82000 18000.05| 1000.00000 26400.00| LITTER, REMOVE CYCLE 4 | | | 0007 623-04884 1.000 CYCL | 24000.00000 24000.00| 30000.00000 30000.00| MOWING, CYCLE NO 1 | | | 0008 623-04885 1.000 CYCL | 24000.00000 24000.00| 30000.00000 30000.00| MOWING, CYCLE NO 2 | | | 0009 623-04886 1.000 CYCL | 24000.00000 24000.00| 30000.00000 30000.00| MOWING, CYCLE NO 3 | | | 0010 623-04887 1.000 CYCL | 24000.00000 24000.00| 30000.00000 30000.00| MOWING, CYCLE NO 4 | | | SECTION TOTALS | $ 168,002.20| $ 225,602.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 168,002.20| $ 225,602.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 631 -1 VENDOR RANKING CALL ORDER : 631 CONTRACT ID : M -31153-A COUNTIES : DEARBORN DECATUR LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 11/04/11 LOCATION : ALONG VARIOUS ROADS THROUGHOUT THE SEYMOUR DISTRICT PROJECT(S) : 0800570 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2045735 J & M CONTRACTING INC $ 97,503.75 100.0000% 2 32-0064635 THOMPSON INTERSTATE MOWING INC $ 109,009.00 111.7998% 3 35-1606893 OLCO INC $ 117,997.00 121.0179% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 631 -2 TABULATION OF BIDS CALL ORDER : 631 CONTRACT ID : M -31153-A COUNTIES : DEARBORN DECATUR LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS ==================================================================================================================================== |( 1 ) 35-2045735 |( 2 ) 32-0064635 |( 3 ) 35-1606893 |J & M CONTRACTING INC |THOMPSON INTERSTATE MOWING I |OLCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 623-04884 1.000 CYCL | 14500.00000 14500.00| 18000.00000 18000.00| 20000.00000 20000.00 MOWING, CYCLE NO 1 | | | 0004 623-04885 1.000 CYCL | 14500.00000 14500.00| 17000.00000 17000.00| 20000.00000 20000.00 MOWING, CYCLE NO 2 | | | 0005 623-04886 1.000 CYCL | 14500.00000 14500.00| 17000.00000 17000.00| 16000.00000 16000.00 MOWING, CYCLE NO 3 | | | 0006 623-04887 1.000 CYCL | 14500.00000 14500.00| 17000.00000 17000.00| 20000.00000 20000.00 MOWING, CYCLE NO 4 | | | 0007 623-05684 1.000 CYCL | 14500.00000 14500.00| 17000.00000 17000.00| 20000.00000 20000.00 MOWING, CYCLE NO 5 | | | 0008 623-06704 1.000 CYCL | 25000.00000 25000.00| 23000.00000 23000.00| 20000.00000 20000.00 MOWING, CYCLE NO 6 | | | 0009 628-09401 7.000 MOS | 0.25000 1.75| 1.00000 7.00| 285.00000 1995.00 FIELD OFFICE, A | | | SECTION TOTALS | $ 97,503.75| $ 109,009.00| $ 117,997.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 97,503.75| $ 109,009.00| $ 117,997.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 641 -1 VENDOR RANKING CALL ORDER : 641 CONTRACT ID : M -31154-A COUNTIES : BARTHOLOMEW SHELBY LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 10/27/12 LOCATION : ALONG I-65 FROM BARTHOLOMEW/JACKSON COUNTY LINE TO PROJECT(S) : 0800572 THE JOHNSON/MARION COUNTY LINE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2045735 J & M CONTRACTING INC $ 99,894.98 100.0000% 2 61-1103168 SWARTZ MOWING INC $ 116,189.00 116.3111% 3 32-0064635 THOMPSON INTERSTATE MOWING INC $ 119,584.00 119.7097% 4 35-2154772 COMPTONS MOWING SERVICE INC $ 137,594.00 137.7387% 5 35-1606893 OLCO INC $ 155,974.00 156.1380% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 641 -2 TABULATION OF BIDS CALL ORDER : 641 CONTRACT ID : M -31154-A COUNTIES : BARTHOLOMEW SHELBY LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON ==================================================================================================================================== |( 1 ) 35-2045735 |( 2 ) 61-1103168 |( 3 ) 32-0064635 |J & M CONTRACTING INC |SWARTZ MOWING INC |THOMPSON INTERSTATE MOWING IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 105-08520 1.000 EACH | 1.02000 1.02| 125.00000 125.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 12.000 MOS | 0.08000 0.96| 30.00000 360.00| 40.00000 480.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 623-04884 1.000 CYCL | 14889.00000 14889.00| 17400.00000 17400.00| 19000.00000 19000.00 MOWING, CYCLE NO 1 | | | 0008 623-04885 1.000 CYCL | 15000.00000 15000.00| 17200.00000 17200.00| 19000.00000 19000.00 MOWING, CYCLE NO 2 | | | 0009 623-04886 1.000 CYCL | 15000.00000 15000.00| 17200.00000 17200.00| 19000.00000 19000.00 MOWING, CYCLE NO 3 | | | 0010 623-04887 1.000 CYCL | 15000.00000 15000.00| 18100.00000 18100.00| 19000.00000 19000.00 MOWING, CYCLE NO 4 | | | 0011 623-05684 1.000 CYCL | 15000.00000 15000.00| 18000.00000 18000.00| 19000.00000 19000.00 MOWING, CYCLE NO 5 | | | 0012 623-06704 1.000 CYCL | 25000.00000 25000.00| 27800.00000 27800.00| 24000.00000 24000.00 MOWING, CYCLE NO 6 | | | SECTION TOTALS | $ 99,894.98| $ 116,189.00| $ 119,584.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 99,894.98| $ 116,189.00| $ 119,584.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 641 -3 TABULATION OF BIDS CALL ORDER : 641 CONTRACT ID : M -31154-A COUNTIES : BARTHOLOMEW SHELBY LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON ==================================================================================================================================== |( 4 ) 35-2154772 |( 5 ) 35-1606893 |( ) |COMPTONS MOWING SERVICE INC |OLCO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 105-08520 1.000 EACH | 250.00000 250.00| 250.00000 250.00| CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 12.000 MOS | 70.00000 840.00| 60.00000 720.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 623-04884 1.000 CYCL | 25000.00000 25000.00| 30000.00000 30000.00| MOWING, CYCLE NO 1 | | | 0008 623-04885 1.000 CYCL | 20000.00000 20000.00| 24000.00000 24000.00| MOWING, CYCLE NO 2 | | | 0009 623-04886 1.000 CYCL | 20000.00000 20000.00| 19000.00000 19000.00| MOWING, CYCLE NO 3 | | | 0010 623-04887 1.000 CYCL | 19000.00000 19000.00| 30000.00000 30000.00| MOWING, CYCLE NO 4 | | | 0011 623-05684 1.000 CYCL | 19000.00000 19000.00| 28000.00000 28000.00| MOWING, CYCLE NO 5 | | | 0012 623-06704 1.000 CYCL | 33500.00000 33500.00| 24000.00000 24000.00| MOWING, CYCLE NO 6 | | | SECTION TOTALS | $ 137,594.00| $ 155,974.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 137,594.00| $ 155,974.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 651 -1 VENDOR RANKING CALL ORDER : 651 CONTRACT ID : M -31187-A COUNTIES : BOONE HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION DESCRIPTION : ROADSIDE MAINTENANCE, MECHANICAL SWEEPING COMPLETION DATE : 10/21/11 LOCATION : ALONG VARIOUS INTERSTATE ROUTES IN THE PROJECT(S) : 0800602 GREENFIELD DISTRICT ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1636776 LINKEL COMPANY $ 345,403.00 100.0000% 2 23-2332783 DEANGELO BROTHERS INC $ 393,828.00 114.0199% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 651 -2 TABULATION OF BIDS CALL ORDER : 651 CONTRACT ID : M -31187-A COUNTIES : BOONE HAMILTON LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 1 ) 35-1636776 |( 2 ) 23-2332783 |( ) |LINKEL COMPANY |DEANGELO BROTHERS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MECHANICAL SWEEPING | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 210-09943 LUMP | 40000.00000 40000.00| 85125.00000 85125.00| SWEEPING, CYCLE NO. 5 | | | 0006 210-93708 LUMP | 180000.00000 180000.00| 138125.00000 138125.00| SWEEPING, CYCLE NO. 1 | | | 0007 210-93709 LUMP | 35000.00000 35000.00| 23500.00000 23500.00| SWEEPING, CYCLE NO. 2 | | | 0008 210-93710 LUMP | 65000.00000 65000.00| 105750.00000 105750.00| SWEEPING, CYCLE NO. 3 | | | 0009 801-03290 4.000 EACH | 100.00000 400.00| 50.00000 200.00| CONSTRUCTION SIGN, C | | | 0010 210-02786 LUMP | 25000.00000 25000.00| 41125.00000 41125.00| SWEEPING, CYCLE NO. 4 | | | SECTION TOTALS | $ 345,403.00| $ 393,828.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 345,403.00| $ 393,828.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 671 -1 VENDOR RANKING CALL ORDER : 671 CONTRACT ID : M -31202-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 11/09/11 LOCATION : VARIOUS LOCATIONS ALONG I-65, I-70,I-74, US 40, AND SR 3 PROJECT(S) : 0800618 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2045735 J & M CONTRACTING INC $ 164,900.00 100.0000% 2 35-2154772 COMPTONS MOWING SERVICE INC $ 188,404.00 114.2535% 3 32-0064635 THOMPSON INTERSTATE MOWING INC $ 248,404.00 150.6392% 4 35-1606893 OLCO INC $ 275,804.00 167.2553% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 671 -2 TABULATION OF BIDS CALL ORDER : 671 CONTRACT ID : M -31202-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2045735 |( 2 ) 35-2154772 |( 3 ) 32-0064635 |J & M CONTRACTING INC |COMPTONS MOWING SERVICE INC |THOMPSON INTERSTATE MOWING IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 623-04884 1.000 CYCL | 25000.00000 25000.00| 19000.00000 19000.00| 18000.00000 18000.00 MOWING, CYCLE NO 1 , Rural | | | 0006 623-04884 1.000 CYCL | 35000.00000 35000.00| 28000.00000 28000.00| 44000.00000 44000.00 MOWING, CYCLE NO 1 , Urban | | | 0007 623-04885 1.000 CYCL | 22000.00000 22000.00| 19000.00000 19000.00| 18000.00000 18000.00 MOWING, CYCLE NO 2 , Rural | | | 0008 623-04885 1.000 CYCL | 32000.00000 32000.00| 28000.00000 28000.00| 44000.00000 44000.00 MOWING, CYCLE NO 2 , Urban | | | 0009 623-04886 1.000 CYCL | 10000.00000 10000.00| 19000.00000 19000.00| 18000.00000 18000.00 MOWING, CYCLE NO 3 , Rural | | | 0010 623-04886 1.000 CYCL | 15000.00000 15000.00| 28000.00000 28000.00| 44000.00000 44000.00 MOWING, CYCLE NO 3 , Urban | | | 0011 623-04887 1.000 CYCL | 10000.00000 10000.00| 19000.00000 19000.00| 18000.00000 18000.00 MOWING, CYCLE NO 4 , Rural | | | 0012 623-04887 1.000 CYCL | 15895.00000 15895.00| 28000.00000 28000.00| 44000.00000 44000.00 MOWING, CYCLE NO 4 , Urban | | | 0013 801-03290 4.000 EACH | 0.25000 1.00| 100.00000 400.00| 100.00000 400.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 164,900.00| $ 188,404.00| $ 248,404.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 164,900.00| $ 188,404.00| $ 248,404.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 671 -3 TABULATION OF BIDS CALL ORDER : 671 CONTRACT ID : M -31202-A COUNTIES : VARIOUS LETTING DATE : 01/12/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1606893 |( ) |( ) |OLCO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 623-04884 1.000 CYCL | 35000.00000 35000.00| | MOWING, CYCLE NO 1 , Rural | | | 0006 623-04884 1.000 CYCL | 45000.00000 45000.00| | MOWING, CYCLE NO 1 , Urban | | | 0007 623-04885 1.000 CYCL | 30000.00000 30000.00| | MOWING, CYCLE NO 2 , Rural | | | 0008 623-04885 1.000 CYCL | 35000.00000 35000.00| | MOWING, CYCLE NO 2 , Urban | | | 0009 623-04886 1.000 CYCL | 40000.00000 40000.00| | MOWING, CYCLE NO 3 , Rural | | | 0010 623-04886 1.000 CYCL | 35000.00000 35000.00| | MOWING, CYCLE NO 3 , Urban | | | 0011 623-04887 1.000 CYCL | 25000.00000 25000.00| | MOWING, CYCLE NO 4 , Rural | | | 0012 623-04887 1.000 CYCL | 30000.00000 30000.00| | MOWING, CYCLE NO 4 , Urban | | | 0013 801-03290 4.000 EACH | 200.00000 800.00| | CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 275,804.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 275,804.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 681 -1 VENDOR RANKING CALL ORDER : 681 CONTRACT ID : M -32979-A COUNTIES : VIGO LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : CULVERT CLEAN AND REPAIR COMPLETION DATE : 06/15/11 LOCATION : ON SR 46, 0.83 MILE SOUTH OF US 40 PROJECT(S) : 0901844 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 148,614.95 100.0000% 2 35-1801998 CLR INC $ 152,381.10 102.5342% 3 35-1381845 GEORGE R HARVEY & SON INC $ 191,610.43 128.9308% 4 35-1673827 H E HENDERSON INC $ 192,630.52 129.6172% 5 37-0797609 FEUTZ CONTRACTORS INC $ 229,005.40 154.0931% 6 35-1636776 LINKEL COMPANY $ 371,583.00 250.0307% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 681 -2 TABULATION OF BIDS CALL ORDER : 681 CONTRACT ID : M -32979-A COUNTIES : VIGO LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1801998 |( 3 ) 35-1381845 |DAVE OMARA CONTRACTOR INC |CLR INC |GEORGE R HARVEY & SON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CULVERT CLEAN AND REPAIR | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 685.00000 685.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 280.00000 560.00| 24.50000 49.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 90.00000 1080.00| 30.00000 360.00| 200.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 1600.00000 1600.00| 250.00000 250.00| 900.00000 900.00 CLEARING RIGHT OF WAY | | | 0011 202-51328 LUMP | 9000.00000 9000.00| 13500.00000 13500.00| 35500.00000 35500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 203-02000 214.000 CYS | 35.00000 7490.00| 22.50000 4815.00| 42.00000 8988.00 EXCAVATION, COMMON | | | 0013 205-06931 8.000 TON | 45.00000 360.00| 50.00000 400.00| 50.00000 400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 206-51220 35.900 CYS | 45.00000 1615.50| 175.00000 6282.50| 175.00000 6282.50 EXCAVATION, WET | | | 0015 211-09265 182.400 CYS | 55.00000 10032.00| 50.00000 9120.00| 60.00000 10944.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0016 214-07202 57.600 SYS | 4.00000 230.40| 30.00000 1728.00| 15.00000 864.00 GEOGRID, TYPE I | | | 0017 303-01180 76.600 TON | 42.50000 3255.50| 61.00000 4672.60| 50.00000 3830.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 610-07788 51.700 TON | 200.00000 10340.00| 225.00000 11632.50| 275.00000 14217.50 HMA FOR APPROACHES, TYPE D | | | 0019 616-02320 233.800 SYS | 3.00000 701.40| 9.00000 2104.20| 4.00000 935.20 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 681 -3 TABULATION OF BIDS CALL ORDER : 681 CONTRACT ID : M -32979-A COUNTIES : VIGO LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1801998 |( 3 ) 35-1381845 |DAVE OMARA CONTRACTOR INC |CLR INC |GEORGE R HARVEY & SON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-06405 217.100 TON | 50.50000 10963.55| 55.00000 11940.50| 53.50000 11614.85 RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH | 475.00000 475.00| 230.00000 230.00| 862.50000 862.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06560 132.000 SYS | 4.50000 594.00| 8.00000 1056.00| 4.75000 627.00 MULCHED SEEDING, U | | | 0023 628-09401 6.000 MOS | 1900.00000 11400.00| 1000.00000 6000.00| 2500.00000 15000.00 FIELD OFFICE, A | | | 0024 702-51005 18.000 CYS | 675.00000 12150.00| 625.00000 11250.00| 1040.00000 18720.00 CONCRETE, A, SUBSTRUCTURE | | | 0025 702-51015 12.900 CYS | 425.00000 5482.50| 560.00000 7224.00| 465.00000 5998.50 CONCRETE, B, FOOTINGS | | | 0026 702-51863 26.000 EACH | 50.00000 1300.00| 35.00000 910.00| 15.00000 390.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-06028 1412.000 LBS | 3.75000 5295.00| 5.50000 7766.00| 1.50000 2118.00 REINFORCING BARS | | | 0028 711-90114 LUMP | 15000.00000 15000.00| 20500.00000 20500.00| 10000.00000 10000.00 JACKING AND SUPPORTING SUPERSTRUCTURE | | | 0029 715-05048 40.000 LFT | 11.00000 440.00| 21.00000 840.00| 10.00000 400.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0030 718-52610 15.500 CYS | 50.00000 775.00| 25.00000 387.50| 32.00000 496.00 AGGREGATE FOR UNDERDRAINS | | | 0031 718-99153 28.900 SYS | 4.00000 115.60| 26.00000 751.40| 20.00000 578.00 GEOTEXTILES FOR UNDERDRAIN | | | 0032 801-03290 2.000 EACH | 145.00000 290.00| 250.00000 500.00| 160.00000 320.00 CONSTRUCTION SIGN, C | | | 0033 801-06207 1335.000 LFT | 1.40000 1869.00| 1.54000 2055.90| 1.58000 2109.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06640 13.000 EACH | 130.00000 1690.00| 140.00000 1820.00| 1.44000 18.72 CONSTRUCTION SIGN, A | | | 0035 801-06710 30.000 DAY | 15.00000 450.00| 25.00000 750.00| 11.50000 345.00 FLASHING ARROW SIGN | | | 0036 801-06775 LUMP | 10500.00000 10500.00| 6500.00000 6500.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0037 801-07118 36.000 LFT | 8.00000 288.00| 8.50000 306.00| 8.63000 310.68 BARRICADE, III-A | | | 0038 801-08401 280.000 LFT | 44.00000 12320.00| 25.00000 7000.00| 45.00000 12600.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0039 808-06716 170.000 LFT | 3.00000 510.00| 3.25000 552.50| 3.39000 576.30 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 681 -4 TABULATION OF BIDS CALL ORDER : 681 CONTRACT ID : M -32979-A COUNTIES : VIGO LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1801998 |( 3 ) 35-1381845 |DAVE OMARA CONTRACTOR INC |CLR INC |GEORGE R HARVEY & SON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 808-10031 62.500 LFT | 3.00000 187.50| 3.00000 187.50| 3.39000 211.88 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0041 808-10034 250.000 LFT | 3.00000 750.00| 3.00000 750.00| 3.39000 847.50 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | SECTION TOTALS | $ 148,614.95| $ 152,381.10| $ 191,610.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 148,614.95| $ 152,381.10| $ 191,610.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 681 -5 TABULATION OF BIDS CALL ORDER : 681 CONTRACT ID : M -32979-A COUNTIES : VIGO LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 37-0797609 |( 6 ) 35-1636776 |H E HENDERSON INC |FEUTZ CONTRACTORS INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CULVERT CLEAN AND REPAIR | | | 0001 105-06845 LUMP | 3115.20000 3115.20| 1700.00000 1700.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 85.60000 171.20| 200.00000 400.00| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 160.50000 1926.00| 85.00000 1020.00| 150.00000 1800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 24501.30000 24501.30| 11000.00000 11000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 1602.80000 1602.80| 1000.00000 1000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0011 202-51328 LUMP | 18224.40000 18224.40| 31000.00000 31000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 203-02000 214.000 CYS | 26.62000 5696.68| 76.00000 16264.00| 20.00000 4280.00 EXCAVATION, COMMON | | | 0013 205-06931 8.000 TON | 29.78000 238.24| 125.00000 1000.00| 30.00000 240.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 206-51220 35.900 CYS | 20.65000 741.34| 175.00000 6282.50| 25.00000 897.50 EXCAVATION, WET | | | 0015 211-09265 182.400 CYS | 37.15000 6776.16| 90.00000 16416.00| 20.00000 3648.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0016 214-07202 57.600 SYS | 20.53000 1182.53| 11.00000 633.60| 3.00000 172.80 GEOGRID, TYPE I | | | 0017 303-01180 76.600 TON | 39.46000 3022.64| 45.00000 3447.00| 25.00000 1915.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 610-07788 51.700 TON | 349.25000 18056.23| 500.00000 25850.00| 100.00000 5170.00 HMA FOR APPROACHES, TYPE D | | | 0019 616-02320 233.800 SYS | 5.35000 1250.83| 10.00000 2338.00| 2.00000 467.60 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 681 -6 TABULATION OF BIDS CALL ORDER : 681 CONTRACT ID : M -32979-A COUNTIES : VIGO LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 37-0797609 |( 6 ) 35-1636776 |H E HENDERSON INC |FEUTZ CONTRACTORS INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-06405 217.100 TON | 72.03000 15637.71| 55.00000 11940.50| 28.00000 6078.80 RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH | 787.50000 787.50| 900.00000 900.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06560 132.000 SYS | 4.31000 568.92| 11.00000 1452.00| 2.00000 264.00 MULCHED SEEDING, U | | | 0023 628-09401 6.000 MOS | 1926.00000 11556.00| 1900.00000 11400.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0024 702-51005 18.000 CYS | 894.70000 16104.60| 1250.00000 22500.00| 400.00000 7200.00 CONCRETE, A, SUBSTRUCTURE | | | 0025 702-51015 12.900 CYS | 747.54000 9643.27| 750.00000 9675.00| 300.00000 3870.00 CONCRETE, B, FOOTINGS | | | 0026 702-51863 26.000 EACH | 21.99000 571.74| 20.00000 520.00| 10.00000 260.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-06028 1412.000 LBS | 4.91000 6932.92| 2.50000 3530.00| 2.00000 2824.00 REINFORCING BARS | | | 0028 711-90114 LUMP | 13951.20000 13951.20| 18000.00000 18000.00| 50000.00000 50000.00 JACKING AND SUPPORTING SUPERSTRUCTURE | | | 0029 715-05048 40.000 LFT | 16.18000 647.20| 16.00000 640.00| 4.00000 160.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0030 718-52610 15.500 CYS | 86.49000 1340.60| 65.00000 1007.50| 35.00000 542.50 AGGREGATE FOR UNDERDRAINS | | | 0031 718-99153 28.900 SYS | 12.79000 369.63| 2.00000 57.80| 2.00000 57.80 GEOTEXTILES FOR UNDERDRAIN | | | 0032 801-03290 2.000 EACH | 162.75000 325.50| 172.00000 344.00| 200.00000 400.00 CONSTRUCTION SIGN, C | | | 0033 801-06207 1335.000 LFT | 1.32000 1762.20| 0.70000 934.50| 2.00000 2670.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06640 13.000 EACH | 152.25000 1979.25| 160.00000 2080.00| 175.00000 2275.00 CONSTRUCTION SIGN, A | | | 0035 801-06710 30.000 DAY | 21.20000 636.00| 11.00000 330.00| 15.00000 450.00 FLASHING ARROW SIGN | | | 0036 801-06775 LUMP | 7732.00000 7732.00| 4700.00000 4700.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0037 801-07118 36.000 LFT | 23.10000 831.60| 3.00000 108.00| 25.00000 900.00 BARRICADE, III-A | | | 0038 801-08401 280.000 LFT | 40.27000 11275.60| 57.00000 15960.00| 25.00000 7000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0039 808-06716 170.000 LFT | 3.02000 513.40| 8.50000 1445.00| 3.00000 510.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 681 -7 TABULATION OF BIDS CALL ORDER : 681 CONTRACT ID : M -32979-A COUNTIES : VIGO LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 37-0797609 |( 6 ) 35-1636776 |H E HENDERSON INC |FEUTZ CONTRACTORS INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 808-10031 62.500 LFT | 9.45000 590.63| 10.00000 625.00| 10.00000 625.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0041 808-10034 250.000 LFT | 9.45000 2362.50| 10.00000 2500.00| 10.00000 2500.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | SECTION TOTALS | $ 192,630.52| $ 229,005.40| $ 371,583.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 192,630.52| $ 229,005.40| $ 371,583.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 691 -1 VENDOR RANKING CALL ORDER : 691 CONTRACT ID : M -33281-A COUNTIES : MONROE LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/30/11 LOCATION : AT INDIANA UNIVERSITY CAMPUS AT IU ALTHLETICS ORANGE LOT PROJECT(S) : 1005723 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 179,694.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 207,973.50 115.7376% 3 35-1875662 CRIDER & CRIDER INC $ 279,893.10 155.7610% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 691 -2 TABULATION OF BIDS CALL ORDER : 691 CONTRACT ID : M -33281-A COUNTIES : MONROE LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1875662 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 500.00000 500.00| 100.00000 100.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 3500.00000 3500.00| 28200.00000 28200.00| 13500.00000 13500.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 304-07490 50.000 TON | 80.00000 4000.00| 155.00000 7750.00| 110.00000 5500.00 HMA PATCHING, TYPE B | | | 0009 306-08034 34500.000 SYS | 0.75000 25875.00| 0.34000 11730.00| 1.00000 34500.00 MILLING, ASPHALT, 1 1/2 IN | | | 0010 402-07433 2846.000 TON | 41.00000 116686.00| 47.00000 133762.00| 71.40000 203204.40 HMA SURFACE, TYPE B | | | 0011 406-05520 9.500 TON | 500.00000 4750.00| 500.00000 4750.00| 500.00000 4750.00 ASPHALT FOR TACK COAT | | | 0012 615-06496 57.000 EACH | 61.00000 3477.00| 61.50000 3505.50| 45.00000 2565.00 PARKING BARRIER | | | 0013 615-97768 8.000 EACH | 21.00000 168.00| 21.00000 168.00| 10.00000 80.00 PARKING BARRIER, RESET | | | 0014 628-09401 4.000 MOS | 1500.00000 6000.00| 1800.00000 7200.00| 1400.00000 5600.00 FIELD OFFICE, A | | | 0015 720-44000 9.000 EACH | 600.00000 5400.00| 180.00000 1620.00| 140.00000 1260.00 CASTING, ADJUST TO GRADE | | | 0016 801-03290 2.000 EACH | 125.00000 250.00| 100.00000 200.00| 220.00000 440.00 CONSTRUCTION SIGN, C | | | 0017 801-06640 4.000 EACH | 100.00000 400.00| 200.00000 800.00| 140.00000 560.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0019 808-06713 20800.000 LFT | 0.30000 6240.00| 0.30000 6240.00| 0.23000 4784.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 691 -3 TABULATION OF BIDS CALL ORDER : 691 CONTRACT ID : M -33281-A COUNTIES : MONROE LETTING DATE : 01/12/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1875662 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 808-06714 4000.000 LFT | 0.30000 1200.00| 0.30000 1200.00| 0.23000 920.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0021 808-09314 390.000 LFT | 0.30000 117.00| 0.30000 117.00| 0.23000 89.70 LINE, PAINT, SOLID, BLUE, 4 IN | | | 0022 808-97222 9.000 EACH | 14.00000 126.00| 14.00000 126.00| 15.00000 135.00 PAVEMENT MESSAGE MARKING, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 179,694.00| $ 207,973.50| $ 279,893.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 179,694.00| $ 207,973.50| $ 279,893.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 721 -1 VENDOR RANKING CALL ORDER : 721 CONTRACT ID : T -32238-A COUNTIES : MONTGOMERY LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : INSTALL NEW GUARDRAIL COMPLETION DATE : 06/15/11 LOCATION : ALONG I-74 AT VARIOUS LOCATIONS PROJECT(S) : 0900108 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 61-0600430 GEORGE B STONE CO LLC $ 414,236.00 100.0000% 2 35-0821499 JAMES H DREW CORPORATION $ 419,787.00 101.3401% 3 38-2932367 RMD HOLDINGS LTD $ 462,773.60 111.7174% 4 38-2677797 J RANCK ELECTRIC INC $ 463,481.25 111.8882% 5 35-1643252 C-TECH CORPORATION INC $ 478,470.75 115.5068% 6 43-1012298 COLLINS & HERMANN INC $ 505,624.28 122.0619% 7 35-2110733 SPECIALTIES COMPANY LLC AND SUBSIDIARY $ 547,953.00 132.2804% 8 04-3815584 GFS FENCE GUARDRAIL & SIGNAGE INC $ 549,539.94 132.6635% 9 38-2421492 ACTION TRAFFIC MAINTENANCE $ 571,509.50 137.9671% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 721 -2 TABULATION OF BIDS CALL ORDER : 721 CONTRACT ID : T -32238-A COUNTIES : MONTGOMERY LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 61-0600430 |( 2 ) 35-0821499 |( 3 ) 38-2932367 |GEORGE B STONE CO LLC |JAMES H DREW CORPORATION |RMD HOLDINGS LTD LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL NEW GUARD RAIL | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 3000.00000 3000.00| 3655.00000 3655.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 400.00000 400.00| 150.00000 150.00| 205.00000 205.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 60.00000 480.00| 200.00000 1600.00| 68.50000 548.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 12000.00000 12000.00| 7250.00000 7250.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 100.000 CYS | 50.00000 5000.00| 30.00000 3000.00| 59.40000 5940.00 BORROW | | | 0011 203-08607 650.000 LFT | 2.00000 1300.00| 10.00000 6500.00| 17.15000 11147.50 LINEAR GRADING | | | 0012 303-01180 20.000 TON | 50.00000 1000.00| 45.00000 900.00| 59.40000 1188.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 601-91147 1.000 EACH | 5000.00000 5000.00| 1760.00000 1760.00| 1599.00000 1599.00 GUARDRAIL END TREATMENT, RESET | | | 0014 601-99108 100.000 LFT | 50.00000 5000.00| 40.00000 4000.00| 34.25000 3425.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0015 621-06545 0.100 TON | 1000.00000 100.00| 2050.00000 205.00| 2221.50000 222.15 FERTILIZER | | | 0016 621-06553 50.000 LBS | 2.00000 100.00| 15.00000 750.00| 15.75000 787.50 SEED MIXTURE, R | | | 0017 621-06565 0.500 TON | 400.00000 200.00| 1650.00000 825.00| 1791.00000 895.50 MULCHING MATERIAL | | | 0018 627-09327 34445.000 LFT | 8.60000 296227.00| 8.60000 296227.00| 8.71000 300015.95 CABLE BARRIER SYSTEM, TYPE TL-4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 721 -3 TABULATION OF BIDS CALL ORDER : 721 CONTRACT ID : T -32238-A COUNTIES : MONTGOMERY LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 61-0600430 |( 2 ) 35-0821499 |( 3 ) 38-2932367 |GEORGE B STONE CO LLC |JAMES H DREW CORPORATION |RMD HOLDINGS LTD LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 627-09329 1.000 EACH | 12000.00000 12000.00| 6650.00000 6650.00| 7035.00000 7035.00 CABLE BARRIER, TYPE TL-4, SPARE PARTS | | | 0020 627-09331 18.000 EACH | 2500.00000 45000.00| 2570.00000 46260.00| 3055.00000 54990.00 SAFETY TERMINAL, TYPE TL-4 | | | 0021 628-09401 8.000 MOS | 1000.00000 8000.00| 2200.00000 17600.00| 1355.00000 10840.00 FIELD OFFICE, A | | | 0022 801-01093 8.000 EACH | 300.00000 2400.00| 420.00000 3360.00| 457.00000 3656.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-03290 2.000 EACH | 80.00000 160.00| 155.00000 310.00| 144.00000 288.00 CONSTRUCTION SIGN, C | | | 0024 801-06640 16.000 EACH | 80.00000 1280.00| 140.00000 2240.00| 137.00000 2192.00 CONSTRUCTION SIGN, A | | | 0025 801-06710 180.000 DAY | 1.00000 180.00| 10.00000 1800.00| 9.15000 1647.00 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 12000.00000 12000.00| 8425.00000 8425.00| 7635.00000 7635.00 MAINTAINING TRAFFIC | | | 0027 801-09133 2.000 EACH | 1000.00000 2000.00| 2100.00000 4200.00| 3425.00000 6850.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0028 804-06740 18.000 EACH | 50.00000 900.00| 25.00000 450.00| 27.50000 495.00 DELINEATOR WITH POST, D2 | | | 0029 621-01004 4.000 EACH | 1.00000 4.00| 580.00000 2320.00| 628.00000 2512.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 414,236.00| $ 419,787.00| $ 462,773.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 414,236.00| $ 419,787.00| $ 462,773.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 721 -4 TABULATION OF BIDS CALL ORDER : 721 CONTRACT ID : T -32238-A COUNTIES : MONTGOMERY LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 38-2677797 |( 5 ) 35-1643252 |( 6 ) 43-1012298 |J RANCK ELECTRIC INC |C-TECH CORPORATION INC |COLLINS & HERMANN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL NEW GUARD RAIL | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 4000.00000 4000.00| 3226.37000 3226.37 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| 195.00000 195.00| 311.92000 311.92 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 125.00000 1000.00| 110.00000 880.00| 113.42000 907.36 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 42000.00000 42000.00| 9000.00000 9000.00| 10938.09000 10938.09 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 100.000 CYS | 15.00000 1500.00| 10.00000 1000.00| 60.49000 6049.00 BORROW | | | 0011 203-08607 650.000 LFT | 10.00000 6500.00| 5.00000 3250.00| 8.07000 5245.50 LINEAR GRADING | | | 0012 303-01180 20.000 TON | 60.00000 1200.00| 15.00000 300.00| 50.41000 1008.20 COMPACTED AGGREGATE, NO. 53 | | | 0013 601-91147 1.000 EACH | 1500.00000 1500.00| 1300.00000 1300.00| 2688.15000 2688.15 GUARDRAIL END TREATMENT, RESET | | | 0014 601-99108 100.000 LFT | 50.00000 5000.00| 22.00000 2200.00| 27.63000 2763.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0015 621-06545 0.100 TON | 5000.00000 500.00| 2000.00000 200.00| 1961.03000 196.10 FERTILIZER | | | 0016 621-06553 50.000 LBS | 5.00000 250.00| 15.00000 750.00| 13.89000 694.50 SEED MIXTURE, R | | | 0017 621-06565 0.500 TON | 1000.00000 500.00| 1700.00000 850.00| 1580.92000 790.46 MULCHING MATERIAL | | | 0018 627-09327 34445.000 LFT | 9.25000 318616.25| 9.55000 328949.75| 10.57000 364083.65 CABLE BARRIER SYSTEM, TYPE TL-4 | | | 0019 627-09329 1.000 EACH | 8000.00000 8000.00| 8845.00000 8845.00| 6895.05000 6895.05 CABLE BARRIER, TYPE TL-4, SPARE PARTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 721 -5 TABULATION OF BIDS CALL ORDER : 721 CONTRACT ID : T -32238-A COUNTIES : MONTGOMERY LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 38-2677797 |( 5 ) 35-1643252 |( 6 ) 43-1012298 |J RANCK ELECTRIC INC |C-TECH CORPORATION INC |COLLINS & HERMANN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 627-09331 18.000 EACH | 2800.00000 50400.00| 3550.00000 63900.00| 3116.83000 56102.94 SAFETY TERMINAL, TYPE TL-4 | | | 0021 628-09401 8.000 MOS | 500.00000 4000.00| 2200.00000 17600.00| 1628.29000 13026.32 FIELD OFFICE, A | | | 0022 801-01093 8.000 EACH | 300.00000 2400.00| 425.00000 3400.00| 403.30000 3226.40 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-03290 2.000 EACH | 200.00000 400.00| 155.00000 310.00| 127.04000 254.08 CONSTRUCTION SIGN, C | | | 0024 801-06640 16.000 EACH | 150.00000 2400.00| 140.00000 2240.00| 120.99000 1935.84 CONSTRUCTION SIGN, A | | | 0025 801-06710 180.000 DAY | 8.00000 1440.00| 10.00000 1800.00| 8.07000 1452.60 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 3000.00000 3000.00| 20500.00000 20500.00| 14657.81000 14657.81 MAINTAINING TRAFFIC | | | 0027 801-09133 2.000 EACH | 800.00000 1600.00| 2100.00000 4200.00| 3024.72000 6049.44 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0028 804-06740 18.000 EACH | 15.00000 270.00| 22.00000 396.00| 49.91000 898.38 DELINEATOR WITH POST, D2 | | | 0029 621-01004 4.000 EACH | 200.00000 800.00| 600.00000 2400.00| 554.53000 2218.12 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 463,481.25| $ 478,470.75| $ 505,624.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 463,481.25| $ 478,470.75| $ 505,624.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 721 -6 TABULATION OF BIDS CALL ORDER : 721 CONTRACT ID : T -32238-A COUNTIES : MONTGOMERY LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-2110733 |( 8 ) 04-3815584 |( 9 ) 38-2421492 |SPECIALTIES COMPANY LLC AND |GFS FENCE GUARDRAIL & SIGNAG |ACTION TRAFFIC MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL NEW GUARD RAIL | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 4725.01000 4725.01| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 350.00000 350.00| 115.00000 115.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 250.00000 2000.00| 80.50000 644.00| 50.00000 400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 28000.00000 28000.00| 46600.98000 46600.98| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 100.000 CYS | 60.00000 6000.00| 23.00000 2300.00| 35.00000 3500.00 BORROW | | | 0011 203-08607 650.000 LFT | 6.00000 3900.00| 17.25000 11212.50| 20.00000 13000.00 LINEAR GRADING | | | 0012 303-01180 20.000 TON | 130.00000 2600.00| 17.25000 345.00| 21.00000 420.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 601-91147 1.000 EACH | 2000.00000 2000.00| 1907.22000 1907.22| 5500.00000 5500.00 GUARDRAIL END TREATMENT, RESET | | | 0014 601-99108 100.000 LFT | 25.00000 2500.00| 44.30000 4430.00| 26.00000 2600.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0015 621-06545 0.100 TON | 700.00000 70.00| 2042.25000 204.23| 600.00000 60.00 FERTILIZER | | | 0016 621-06553 50.000 LBS | 9.00000 450.00| 14.47000 723.50| 10.00000 500.00 SEED MIXTURE, R | | | 0017 621-06565 0.500 TON | 500.00000 250.00| 1646.40000 823.20| 500.00000 250.00 MULCHING MATERIAL | | | 0018 627-09327 34445.000 LFT | 10.40000 358228.00| 10.15000 349616.75| 12.90000 444340.50 CABLE BARRIER SYSTEM, TYPE TL-4 | | | 0019 627-09329 1.000 EACH | 9700.00000 9700.00| 13555.50000 13555.50| 6500.00000 6500.00 CABLE BARRIER, TYPE TL-4, SPARE PARTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 721 -7 TABULATION OF BIDS CALL ORDER : 721 CONTRACT ID : T -32238-A COUNTIES : MONTGOMERY LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-2110733 |( 8 ) 04-3815584 |( 9 ) 38-2421492 |SPECIALTIES COMPANY LLC AND |GFS FENCE GUARDRAIL & SIGNAG |ACTION TRAFFIC MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 627-09331 18.000 EACH | 3700.00000 66600.00| 3506.58000 63118.44| 2200.00000 39600.00 SAFETY TERMINAL, TYPE TL-4 | | | 0021 628-09401 8.000 MOS | 2600.00000 20800.00| 998.16000 7985.28| 100.00000 800.00 FIELD OFFICE, A | | | 0022 801-01093 8.000 EACH | 500.00000 4000.00| 262.50000 2100.00| 275.00000 2200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-03290 2.000 EACH | 165.00000 330.00| 81.90000 163.80| 86.00000 172.00 CONSTRUCTION SIGN, C | | | 0024 801-06640 16.000 EACH | 145.00000 2320.00| 78.75000 1260.00| 83.00000 1328.00 CONSTRUCTION SIGN, A | | | 0025 801-06710 180.000 DAY | 15.00000 2700.00| 8.40000 1512.00| 8.80000 1584.00 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 20000.00000 20000.00| 30324.83000 30324.83| 17500.00000 17500.00 MAINTAINING TRAFFIC | | | 0027 801-09133 2.000 EACH | 2400.00000 4800.00| 1575.00000 3150.00| 1650.00000 3300.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0028 804-06740 18.000 EACH | 25.00000 450.00| 22.65000 407.70| 25.00000 450.00 DELINEATOR WITH POST, D2 | | | 0029 621-01004 4.000 EACH | 1100.00000 4400.00| 577.50000 2310.00| 1200.00000 4800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 547,953.00| $ 549,539.94| $ 571,509.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 547,953.00| $ 549,539.94| $ 571,509.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -1 VENDOR RANKING CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : NEW GUARDRAIL COMPLETION DATE : 06/30/11 LOCATION : ALONG I-65 AT VARIOUS LOCATIONS PROJECT(S) : 0900109 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 61-0600430 GEORGE B STONE CO LLC $ 613,979.00 100.0000% 2 35-0821499 JAMES H DREW CORPORATION $ 634,888.00 103.4055% 3 38-2677797 J RANCK ELECTRIC INC $ 659,950.00 107.4874% 4 38-2932367 RMD HOLDINGS LTD $ 686,950.05 111.8849% 5 38-2954313 FUTURE FENCE COMPANY $ 704,006.00 114.6629% 6 35-1643252 C-TECH CORPORATION INC $ 738,442.00 120.2715% 7 43-1012298 COLLINS & HERMANN INC $ 764,686.88 124.5461% 8 38-2421492 ACTION TRAFFIC MAINTENANCE $ 779,602.10 126.9754% 9 04-3815584 GFS FENCE GUARDRAIL & SIGNAGE INC $ 810,993.74 132.0882% 10 35-2110733 SPECIALTIES COMPANY LLC AND SUBSIDIARY $ 827,289.00 134.7422% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -2 TABULATION OF BIDS CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 61-0600430 |( 2 ) 35-0821499 |( 3 ) 38-2677797 |GEORGE B STONE CO LLC |JAMES H DREW CORPORATION |J RANCK ELECTRIC INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW GUARD RAIL | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 3700.00000 3700.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 400.00000 800.00| 125.00000 250.00| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 60.00000 1080.00| 175.00000 3150.00| 100.00000 1800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 15000.00000 15000.00| 12500.00000 12500.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 400.000 CYS | 50.00000 20000.00| 25.00000 10000.00| 15.00000 6000.00 BORROW | | | 0011 203-08607 2000.000 LFT | 2.00000 4000.00| 10.00000 20000.00| 9.00000 18000.00 LINEAR GRADING | | | 0012 303-01180 20.000 TON | 50.00000 1000.00| 40.00000 800.00| 60.00000 1200.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 601-91147 1.000 EACH | 5000.00000 5000.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL END TREATMENT, RESET | | | 0014 601-99108 50.000 LFT | 50.00000 2500.00| 36.00000 1800.00| 50.00000 2500.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0015 621-06545 0.100 TON | 1000.00000 100.00| 2045.00000 204.50| 5000.00000 500.00 FERTILIZER | | | 0016 621-06553 50.000 LBS | 2.00000 100.00| 11.80000 590.00| 5.00000 250.00 SEED MIXTURE, R | | | 0017 621-06565 0.500 TON | 400.00000 200.00| 1365.00000 682.50| 1000.00000 500.00 MULCHING MATERIAL | | | 0018 627-09327 50820.000 LFT | 8.60000 437052.00| 8.80000 447216.00| 9.25000 470085.00 CABLE BARRIER SYSTEM, TYPE TL-4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -3 TABULATION OF BIDS CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 61-0600430 |( 2 ) 35-0821499 |( 3 ) 38-2677797 |GEORGE B STONE CO LLC |JAMES H DREW CORPORATION |J RANCK ELECTRIC INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 627-09329 1.000 EACH | 16000.00000 16000.00| 9800.00000 9800.00| 12000.00000 12000.00 CABLE BARRIER, TYPE TL-4, SPARE PARTS | | | 0020 627-09331 26.000 EACH | 2500.00000 65000.00| 2590.00000 67340.00| 2800.00000 72800.00 SAFETY TERMINAL, TYPE TL-4 | | | 0021 628-09402 9.000 MOS | 1200.00000 10800.00| 2200.00000 19800.00| 500.00000 4500.00 FIELD OFFICE, B | | | 0022 801-01093 8.000 EACH | 300.00000 2400.00| 710.00000 5680.00| 300.00000 2400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-03290 4.000 EACH | 80.00000 320.00| 205.00000 820.00| 200.00000 800.00 CONSTRUCTION SIGN, C | | | 0024 801-06640 16.000 EACH | 80.00000 1280.00| 125.00000 2000.00| 150.00000 2400.00 CONSTRUCTION SIGN, A | | | 0025 801-06710 240.000 DAY | 1.00000 240.00| 10.00000 2400.00| 8.00000 1920.00 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 20000.00000 20000.00| 12500.00000 12500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0027 801-09133 4.000 EACH | 1200.00000 4800.00| 2625.00000 10500.00| 1000.00000 4000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0028 804-06740 26.000 EACH | 50.00000 1300.00| 25.00000 650.00| 15.00000 390.00 DELINEATOR WITH POST, D2 | | | 0029 621-01004 2.000 EACH | 1.00000 2.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 613,979.00| $ 634,888.00| $ 659,950.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 613,979.00| $ 634,888.00| $ 659,950.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -4 TABULATION OF BIDS CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 38-2932367 |( 5 ) 38-2954313 |( 6 ) 35-1643252 |RMD HOLDINGS LTD |FUTURE FENCE COMPANY |C-TECH CORPORATION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW GUARD RAIL | | | 0001 105-06845 LUMP | 5140.00000 5140.00| 6000.00000 6000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 205.00000 410.00| 166.00000 332.00| 145.00000 290.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 68.50000 1233.00| 85.00000 1530.00| 220.00000 3960.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 40250.00000 40250.00| 63148.00000 63148.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 400.000 CYS | 59.50000 23800.00| 42.00000 16800.00| 10.00000 4000.00 BORROW | | | 0011 203-08607 2000.000 LFT | 17.15000 34300.00| 4.00000 8000.00| 5.00000 10000.00 LINEAR GRADING | | | 0012 303-01180 20.000 TON | 59.40000 1188.00| 100.00000 2000.00| 16.00000 320.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 601-91147 1.000 EACH | 1600.00000 1600.00| 1025.00000 1025.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, RESET | | | 0014 601-99108 50.000 LFT | 34.30000 1715.00| 26.54000 1327.00| 23.00000 1150.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0015 621-06545 0.100 TON | 2221.50000 222.15| 2043.00000 204.30| 2200.00000 220.00 FERTILIZER | | | 0016 621-06553 50.000 LBS | 12.80000 640.00| 11.76000 588.00| 13.00000 650.00 SEED MIXTURE, R | | | 0017 621-06565 0.500 TON | 1485.00000 742.50| 1363.00000 681.50| 1500.00000 750.00 MULCHING MATERIAL | | | 0018 627-09327 50820.000 LFT | 8.67000 440609.40| 9.71000 493462.20| 9.75000 495495.00 CABLE BARRIER SYSTEM, TYPE TL-4 | | | 0019 627-09329 1.000 EACH | 10250.00000 10250.00| 10509.00000 10509.00| 12500.00000 12500.00 CABLE BARRIER, TYPE TL-4, SPARE PARTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -5 TABULATION OF BIDS CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 38-2932367 |( 5 ) 38-2954313 |( 6 ) 35-1643252 |RMD HOLDINGS LTD |FUTURE FENCE COMPANY |C-TECH CORPORATION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 627-09331 26.000 EACH | 2915.00000 75790.00| 2475.00000 64350.00| 3665.00000 95290.00 SAFETY TERMINAL, TYPE TL-4 | | | 0021 628-09402 9.000 MOS | 1540.00000 13860.00| 1255.00000 11295.00| 2200.00000 19800.00 FIELD OFFICE, B | | | 0022 801-01093 8.000 EACH | 457.00000 3656.00| 420.00000 3360.00| 375.00000 3000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-03290 4.000 EACH | 144.00000 576.00| 133.00000 532.00| 165.00000 660.00 CONSTRUCTION SIGN, C | | | 0024 801-06640 16.000 EACH | 137.00000 2192.00| 126.00000 2016.00| 130.00000 2080.00 CONSTRUCTION SIGN, A | | | 0025 801-06710 240.000 DAY | 9.15000 2196.00| 8.50000 2040.00| 10.00000 2400.00 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 11070.00000 11070.00| 683.00000 683.00| 34500.00000 34500.00 MAINTAINING TRAFFIC | | | 0027 801-09133 4.000 EACH | 3425.00000 13700.00| 3150.00000 12600.00| 3400.00000 13600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0028 804-06740 26.000 EACH | 27.50000 715.00| 20.00000 520.00| 22.00000 572.00 DELINEATOR WITH POST, D2 | | | 0029 621-01004 2.000 EACH | 545.00000 1090.00| 499.00000 998.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 686,950.05| $ 704,006.00| $ 738,442.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 686,950.05| $ 704,006.00| $ 738,442.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -6 TABULATION OF BIDS CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 43-1012298 |( 8 ) 38-2421492 |( 9 ) 04-3815584 |COLLINS & HERMANN INC |ACTION TRAFFIC MAINTENANCE |GFS FENCE GUARDRAIL & SIGNAGE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW GUARD RAIL | | | 0001 105-06845 LUMP | 4538.68000 4538.68| 15000.00000 15000.00| 3427.36000 3427.36 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 318.61000 637.22| 100.00000 200.00| 135.84000 271.68 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 115.86000 2085.48| 50.00000 900.00| 95.09000 1711.62 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 16854.89000 16854.89| 15000.00000 15000.00| 73854.61000 73854.61 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 400.000 CYS | 60.52000 24208.00| 25.00000 10000.00| 27.17000 10868.00 BORROW | | | 0011 203-08607 2000.000 LFT | 8.07000 16140.00| 18.75000 37500.00| 20.38000 40760.00 LINEAR GRADING | | | 0012 303-01180 20.000 TON | 50.43000 1008.60| 30.00000 600.00| 20.38000 407.60 COMPACTED AGGREGATE, NO. 53 | | | 0013 601-91147 1.000 EACH | 2745.87000 2745.87| 5500.00000 5500.00| 2802.71000 2802.71 GUARDRAIL END TREATMENT, RESET | | | 0014 601-99108 50.000 LFT | 28.22000 1411.00| 25.00000 1250.00| 45.23000 2261.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0015 621-06545 0.100 TON | 1961.72000 196.17| 600.00000 60.00| 2096.68000 209.67 FERTILIZER | | | 0016 621-06553 50.000 LBS | 11.30000 565.00| 10.00000 500.00| 12.07000 603.50 SEED MIXTURE, R | | | 0017 621-06565 0.500 TON | 1309.16000 654.58| 475.00000 237.50| 1399.22000 699.61 MULCHING MATERIAL | | | 0018 627-09327 50820.000 LFT | 10.79000 548347.80| 11.52000 585446.40| 10.15000 515823.00 CABLE BARRIER SYSTEM, TYPE TL-4 | | | 0019 627-09329 1.000 EACH | 10306.87000 10306.87| 9500.00000 9500.00| 18813.46000 18813.46 CABLE BARRIER, TYPE TL-4, SPARE PARTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -7 TABULATION OF BIDS CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 43-1012298 |( 8 ) 38-2421492 |( 9 ) 04-3815584 |COLLINS & HERMANN INC |ACTION TRAFFIC MAINTENANCE |GFS FENCE GUARDRAIL & SIGNAGE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 627-09331 26.000 EACH | 2923.17000 76002.42| 2200.00000 57200.00| 3207.46000 83393.96 SAFETY TERMINAL, TYPE TL-4 | | | 0021 628-09402 9.000 MOS | 1643.24000 14789.16| 150.00000 1350.00| 981.64000 8834.76 FIELD OFFICE, B | | | 0022 801-01093 8.000 EACH | 403.44000 3227.52| 300.00000 2400.00| 267.76000 2142.08 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-03290 4.000 EACH | 127.08000 508.32| 85.80000 343.20| 83.54000 334.16 CONSTRUCTION SIGN, C | | | 0024 801-06640 16.000 EACH | 121.03000 1936.48| 82.50000 1320.00| 80.33000 1285.28 CONSTRUCTION SIGN, A | | | 0025 801-06710 240.000 DAY | 8.07000 1936.80| 11.00000 2640.00| 10.71000 2570.40 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 22194.22000 22194.22| 21000.00000 21000.00| 31884.88000 31884.88 MAINTAINING TRAFFIC | | | 0027 801-09133 4.000 EACH | 3025.79000 12103.16| 1500.00000 6000.00| 1606.58000 6426.32 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0028 804-06740 26.000 EACH | 50.98000 1325.48| 25.00000 650.00| 22.25000 578.50 DELINEATOR WITH POST, D2 | | | 0029 621-01004 2.000 EACH | 479.08000 958.16| 2500.00000 5000.00| 512.04000 1024.08 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 764,686.88| $ 779,602.10| $ 810,993.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 764,686.88| $ 779,602.10| $ 810,993.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -8 TABULATION OF BIDS CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 10 ) 35-2110733 |( ) |( ) |SPECIALTIES COMPANY LLC AND | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW GUARD RAIL | | | 0001 105-06845 LUMP | 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 350.00000 700.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 250.00000 4500.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 47000.00000 47000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 400.000 CYS | 40.00000 16000.00| | BORROW | | | 0011 203-08607 2000.000 LFT | 5.50000 11000.00| | LINEAR GRADING | | | 0012 303-01180 20.000 TON | 130.00000 2600.00| | COMPACTED AGGREGATE, NO. 53 | | | 0013 601-91147 1.000 EACH | 2000.00000 2000.00| | GUARDRAIL END TREATMENT, RESET | | | 0014 601-99108 50.000 LFT | 30.00000 1500.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0015 621-06545 0.100 TON | 2500.00000 250.00| | FERTILIZER | | | 0016 621-06553 50.000 LBS | 15.00000 750.00| | SEED MIXTURE, R | | | 0017 621-06565 0.500 TON | 1600.00000 800.00| | MULCHING MATERIAL | | | 0018 627-09327 50820.000 LFT | 10.70000 543774.00| | CABLE BARRIER SYSTEM, TYPE TL-4 | | | 0019 627-09329 1.000 EACH | 11000.00000 11000.00| | CABLE BARRIER, TYPE TL-4, SPARE PARTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 731 -9 TABULATION OF BIDS CALL ORDER : 731 CONTRACT ID : T -32239-A COUNTIES : CLINTON JASPER LETTING DATE : 01/12/11 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 10 ) 35-2110733 |( ) |( ) |SPECIALTIES COMPANY LLC AND | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 627-09331 26.000 EACH | 3600.00000 93600.00| | SAFETY TERMINAL, TYPE TL-4 | | | 0021 628-09402 9.000 MOS | 2800.00000 25200.00| | FIELD OFFICE, B | | | 0022 801-01093 8.000 EACH | 500.00000 4000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-03290 4.000 EACH | 165.00000 660.00| | CONSTRUCTION SIGN, C | | | 0024 801-06640 16.000 EACH | 145.00000 2320.00| | CONSTRUCTION SIGN, A | | | 0025 801-06710 240.000 DAY | 12.00000 2880.00| | FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 31000.00000 31000.00| | MAINTAINING TRAFFIC | | | 0027 801-09133 4.000 EACH | 4000.00000 16000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0028 804-06740 26.000 EACH | 25.00000 650.00| | DELINEATOR WITH POST, D2 | | | 0029 621-01004 2.000 EACH | 800.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 827,289.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 827,289.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 751 -1 VENDOR RANKING CALL ORDER : 751 CONTRACT ID : TM-33273-A COUNTIES : GIBSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : NEW FLASHER INSTALLATION COMPLETION DATE : 05/11/11 LOCATION : ON US 41 AT CR 350N, 3.51 MILES NORTH OF SR 64 PROJECT(S) : 1005232 (RP 034+0043) ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1675187 HUMMEL ELECTRIC INC $ 24,166.50 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 28,255.00 116.9180% 3 35-1416052 LIGHTS & SIGNALS INC $ 28,900.00 119.5870% 4 35-1142603 MOUNTS ELECTRIC INC $ 29,766.60 123.1730% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 751 -2 TABULATION OF BIDS CALL ORDER : 751 CONTRACT ID : TM-33273-A COUNTIES : GIBSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 35-1657131 |( 3 ) 35-1416052 |HUMMEL ELECTRIC INC |MICHIANA CONTRACTING INC |LIGHTS & SIGNALS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW FLASHER INSTALLATION | | | 0001 105-06845 LUMP | 250.00000 250.00| 100.00000 100.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 40.00000 40.00| 1.00000 1.00| 275.00000 275.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 4.000 MOS | 60.00000 240.00| 30.00000 120.00| 275.00000 1100.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 1208.00000 1208.00| 5300.00000 5300.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 628-09408 4.000 MOS | 150.00000 600.00| 120.00000 480.00| 350.00000 1400.00 MOBILE LAPTOP COMPUTER SYSTEM 1 EACH | | | 0011 628-09409 4.000 MOS | 70.00000 280.00| 60.00000 240.00| 55.00000 220.00 MOBILE INTERNET SERVICE 1 EACH | | | 0012 801-03290 4.000 EACH | 125.00000 500.00| 165.00000 660.00| 150.00000 600.00 CONSTRUCTION SIGN, C | | | 0013 801-06640 8.000 EACH | 100.00000 800.00| 150.00000 1200.00| 145.00000 1160.00 CONSTRUCTION SIGN, A | | | 0014 801-06710 20.000 DAY | 5.00000 100.00| 25.00000 500.00| 25.00000 500.00 FLASHING ARROW SIGN | | | 0015 801-06775 LUMP | 768.00000 768.00| 100.00000 100.00| 750.00000 750.00 MAINTAINING TRAFFIC | | | 0016 805-01815 2.000 EACH | 1800.00000 3600.00| 2200.00000 4400.00| 1800.00000 3600.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0017 805-78010 1.000 EACH | 1200.00000 1200.00| 940.00000 940.00| 500.00000 500.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0018 805-78190 4.000 EACH | 400.00000 1600.00| 340.00000 1360.00| 350.00000 1400.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 751 -3 TABULATION OF BIDS CALL ORDER : 751 CONTRACT ID : TM-33273-A COUNTIES : GIBSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 35-1657131 |( 3 ) 35-1416052 |HUMMEL ELECTRIC INC |MICHIANA CONTRACTING INC |LIGHTS & SIGNALS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 805-78195 4.000 EACH | 320.00000 1280.00| 310.00000 1240.00| 325.00000 1300.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN RED | | | 0020 805-78415 1.000 EACH | 1440.00000 1440.00| 3155.00000 3155.00| 2000.00000 2000.00 SPAN, CATENARY, AND TETHER | | | 0021 805-78420 1.000 EACH | 260.00000 260.00| 250.00000 250.00| 225.00000 225.00 DISCONNECT HANGER | | | 0022 805-78445 1.000 EACH | 550.00000 550.00| 695.00000 695.00| 647.00000 647.00 SIGNAL SERVICE | | | 0023 805-78480 600.000 LFT | 1.50000 900.00| 1.20000 720.00| 1.20000 720.00 SIGNAL CABLE, 3C 14GA | | | 0024 805-78485 55.000 LFT | 1.50000 82.50| 1.35000 74.25| 1.85000 101.75 SIGNAL CABLE, 5C 14GA | | | 0025 805-81060 2.000 EACH | 4200.00000 8400.00| 3325.00000 6650.00| 4650.00000 9300.00 SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0026 805-78467 35.000 LFT | 1.80000 63.00| 1.85000 64.75| 2.75000 96.25 SIGNAL CABLE, 3C 8GA | | | SECTION TOTALS | $ 24,166.50| $ 28,255.00| $ 28,900.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 24,166.50| $ 28,255.00| $ 28,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 751 -4 TABULATION OF BIDS CALL ORDER : 751 CONTRACT ID : TM-33273-A COUNTIES : GIBSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1142603 |( ) |( ) |MOUNTS ELECTRIC INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW FLASHER INSTALLATION | | | 0001 105-06845 LUMP | 725.00000 725.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 65.00000 65.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 4.000 MOS | 58.00000 232.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 1237.00000 1237.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 628-09408 4.000 MOS | 253.00000 1012.00| | MOBILE LAPTOP COMPUTER SYSTEM 1 EACH | | | 0011 628-09409 4.000 MOS | 145.00000 580.00| | MOBILE INTERNET SERVICE 1 EACH | | | 0012 801-03290 4.000 EACH | 155.00000 620.00| | CONSTRUCTION SIGN, C | | | 0013 801-06640 8.000 EACH | 139.00000 1112.00| | CONSTRUCTION SIGN, A | | | 0014 801-06710 20.000 DAY | 21.00000 420.00| | FLASHING ARROW SIGN | | | 0015 801-06775 LUMP | 1460.00000 1460.00| | MAINTAINING TRAFFIC | | | 0016 805-01815 2.000 EACH | 1942.00000 3884.00| | SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0017 805-78010 1.000 EACH | 963.00000 963.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0018 805-78190 4.000 EACH | 366.00000 1464.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/08/11 PAGE : 751 -5 TABULATION OF BIDS CALL ORDER : 751 CONTRACT ID : TM-33273-A COUNTIES : GIBSON LETTING DATE : 01/12/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1142603 |( ) |( ) |MOUNTS ELECTRIC INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 805-78195 4.000 EACH | 334.00000 1336.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN RED | | | 0020 805-78415 1.000 EACH | 2888.00000 2888.00| | SPAN, CATENARY, AND TETHER | | | 0021 805-78420 1.000 EACH | 316.00000 316.00| | DISCONNECT HANGER | | | 0022 805-78445 1.000 EACH | 508.00000 508.00| | SIGNAL SERVICE | | | 0023 805-78480 600.000 LFT | 1.00000 600.00| | SIGNAL CABLE, 3C 14GA | | | 0024 805-78485 55.000 LFT | 1.72000 94.60| | SIGNAL CABLE, 5C 14GA | | | 0025 805-81060 2.000 EACH | 5070.00000 10140.00| | SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0026 805-78467 35.000 LFT | 3.00000 105.00| | SIGNAL CABLE, 3C 8GA | | | SECTION TOTALS | $ 29,766.60| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,766.60| $ 0.00| $ ====================================================================================================================================