INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -1 VENDOR RANKING CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 05/17/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0065160 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 3,588,760.00 100.0000% 2 61-1023045 FAULKNER CONSTRUCTION LLC $ 3,877,000.00 108.0317% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,980,861.25 110.9258% 4 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 4,217,690.66 117.5250% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 4,273,664.76 119.0847% 6 35-1609544 SCHUTT-LOOKABILL CO $ 4,610,278.37 128.4644% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -2 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |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 | 30780.00000 30780.00| 64200.00000 64200.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 200.00000 600.00| 350.00000 1050.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 80.00000 2400.00| 100.00000 3000.00| 75.00000 2250.00 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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 169383.93000 169383.93| 187263.23000 187263.23| 199043.06000 199043.06 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 96000.00000 96000.00| 44000.00000 44000.00| 24000.00000 24000.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 367.000 SYS | 16.50000 6055.50| 22.00000 8074.00| 20.00000 7340.00 PAVEMENT REMOVAL | | | 0015 202-02241 1797.000 LFT | 2.30000 4133.10| 2.30000 4133.10| 2.30000 4133.10 GUARDRAIL, REMOVE | | | 0016 202-51330 LUMP | 92000.00000 92000.00| 133800.00000 133800.00| 175000.00000 175000.00 PRESENT STRUCTURE, REMOVE | | | 0017 202-51368 387.000 SYS | 17.00000 6579.00| 7.00000 2709.00| 15.00000 5805.00 SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -3 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-74095 2.000 EACH | 629.00000 1258.00| 630.00000 1260.00| 975.00000 1950.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0019 202-91840 412.000 LFT | 3.50000 1442.00| 3.50000 1442.00| 3.50000 1442.00 FENCE, CHAIN LINK, REMOVE | | | 0020 202-94793 722.000 LFT | 16.50000 11913.00| 1.00000 722.00| 20.00000 14440.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0021 203-02000 12867.000 CYS | 14.00000 180138.00| 9.00000 115803.00| 18.00000 231606.00 EXCAVATION, COMMON | | | 0022 205-02237 6.000 EACH | 83.00000 498.00| 83.00000 498.00| 83.00000 498.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 205-03371 3.000 CYS | 65.00000 195.00| 30.00000 90.00| 75.00000 225.00 SEDIMENT, REMOVE | | | 0024 205-06930 10.000 TON | 40.00000 400.00| 89.45000 894.50| 75.00000 750.00 SPLASHPAD, RIPRAP | | | 0025 205-06931 219.000 TON | 40.00000 8760.00| 29.45000 6449.55| 40.00000 8760.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0026 205-06937 7122.000 LFT | 1.17000 8332.74| 1.17000 8332.74| 1.17000 8332.74 TEMPORARY SILT FENCE | | | 0027 206-51225 375.000 CYS | 16.00000 6000.00| 22.00000 8250.00| 20.00000 7500.00 EXCAVATION, DRY | | | 0028 206-93520 2500.000 SFT | 10.50000 26250.00| 13.00000 32500.00| 25.00000 62500.00 TEMPORARY SHEET PILING | | | 0029 207-08268 7800.000 SYS | 10.00000 78000.00| 8.21000 64038.00| 12.00000 93600.00 SUBGRADE TREATMENT, TYPE IV | | | 0030 211-02050 4584.000 CYS | 18.00000 82512.00| 16.00000 73344.00| 25.00000 114600.00 B BORROW | | | 0031 211-09264 1613.000 CYS | 12.50000 20162.50| 20.40000 32905.20| 25.00000 40325.00 STRUCTURE BACKFILL, TYPE 1 | | | 0032 211-09265 185.000 CYS | 23.00000 4255.00| 14.40000 2664.00| 50.00000 9250.00 STRUCTURE BACKFILL, TYPE 2 | | | 0033 211-09266 7850.000 CYS | 18.00000 141300.00| 15.84000 124344.00| 25.00000 196250.00 STRUCTURE BACKFILL, TYPE 3 | | | 0034 302-07455 34.000 CYS | 130.00000 4420.00| 60.00000 2040.00| 95.00000 3230.00 DENSE GRADED SUBBASE | | | 0035 303-01180 641.000 TON | 22.00000 14102.00| 20.00000 12820.00| 30.00000 19230.00 COMPACTED AGGREGATE, NO. 53 | | | 0037 304-07491 88.000 TON | 130.00000 11440.00| 70.00000 6160.00| 90.00000 7920.00 HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -4 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 306-08036 592.200 SYS | 4.00000 2368.80| 2.50000 1480.50| 5.00000 2961.00 MILLING, ASPHALT, 2 IN. | | | 0039 306-08043 625.000 SYS | 4.00000 2500.00| 2.50000 1562.50| 5.00000 3125.00 MILLING, TRANSITION | | | 0040 401-07328 660.000 TON | 68.00000 44880.00| 65.00000 42900.00| 65.00000 42900.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0041 401-07335 444.000 TON | 90.00000 39960.00| 75.00000 33300.00| 30.00000 13320.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0042 401-07362 1084.000 TON | 66.00000 71544.00| 40.00000 43360.00| 30.00000 32520.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | 0043 401-07404 740.000 TON | 62.00000 45880.00| 55.00000 40700.00| 30.00000 22200.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0044 401-07409 2850.000 TON | 48.00000 136800.00| 56.78000 161823.00| 48.00000 136800.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0045 401-07424 1158.000 TON | 54.00000 62532.00| 35.00000 40530.00| 53.00000 61374.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0046 401-07428 31.000 TON | 110.00000 3410.00| 400.00000 12400.00| 288.00000 8928.00 QC/QA-HMA, 3, 70, BASE, 19.0 mm | | | 0048 601-01522 2.000 EACH | 1870.00000 3740.00| 1870.00000 3740.00| 1870.00000 3740.00 GUARDRAIL TRANSITION TYPE TGB | | | 0049 601-06234 2.000 EACH | 11300.00000 22600.00| 11300.00000 22600.00| 11300.00000 22600.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0050 601-99105 63.500 LFT | 13.50000 857.25| 13.50000 857.25| 13.50000 857.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0051 602-06729 10.000 EACH | 23.38000 233.80| 10.00000 100.00| 14.00000 140.00 BARRIER DELINEATOR | | | 0052 602-91266 102.200 LFT | 180.00000 18396.00| 138.14000 14117.91| 250.00000 25550.00 MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0053 603-01159 371.000 LFT | 11.00000 4081.00| 11.00000 4081.00| 11.00000 4081.00 FENCE, CHAIN LINK, 42 IN. | | | 0054 604-91531 801.000 SYS | 30.00000 24030.00| 47.60000 38127.60| 57.60000 46137.60 SIDEWALK, CONCRETE, 4 IN. | | | 0055 605-06100 90.800 LFT | 26.00000 2360.80| 15.00000 1362.00| 15.00000 1362.00 CURB, INTEGRAL, C, CONCRETE | | | 0056 605-06121 134.000 LFT | 24.00000 3216.00| 26.00000 3484.00| 26.00000 3484.00 CURB, CONCRETE, B | | | 0057 605-06150 2156.000 LFT | 16.00000 34496.00| 15.12000 32598.72| 13.50000 29106.00 CURB AND GUTTER, C, CONCRETE | | | 0058 609-06259 182.000 SYS | 90.00000 16380.00| 65.00000 11830.00| 95.00000 17290.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -5 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 610-07486 41.000 TON | 125.00000 5125.00| 92.00000 3772.00| 1000.00000 41000.00 HMA FOR APPROACHES, TYPE A | | | 0060 615-06490 32.000 EACH | 115.00000 3680.00| 115.00000 3680.00| 115.00000 3680.00 RIGHT OF WAY MARKER | | | 0061 615-06505 2.000 EACH | 670.00000 1340.00| 670.00000 1340.00| 670.00000 1340.00 MONUMENT, B | | | 0062 616-02320 1170.000 SYS | 1.25000 1462.50| 1.50000 1755.00| 2.00000 2340.00 GEOTEXTILES | | | 0063 616-06405 423.000 TON | 33.00000 13959.00| 24.45000 10342.35| 30.00000 12690.00 RIPRAP, REVETMENT | | | 0064 616-51367 28.000 SYS | 52.00000 1456.00| 70.00000 1960.00| 90.00000 2520.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0065 621-01004 2.000 EACH | 257.00000 514.00| 267.00000 534.00| 257.00000 514.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02363 8574.000 SYS | 0.24000 2057.76| 0.24000 2057.76| 0.24000 2057.76 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0067 621-02770 694.000 SYS | 1.28000 888.32| 1.28000 888.32| 1.28000 888.32 EROSION CONTROL BLANKET | | | 0068 621-06560 1377.000 SYS | 0.43000 592.11| 0.43000 592.11| 0.43000 592.11 MULCHED SEEDING, U | | | 0069 621-06567 35.000 kGAL | 1.00000 35.00| 1.00000 35.00| 1.00000 35.00 WATER | | | 0070 621-06574 1327.000 SYS | 2.46000 3264.42| 2.46000 3264.42| 2.46000 3264.42 SODDING | | | 0071 621-06575 5871.000 SYS | 2.46000 14442.66| 2.46000 14442.66| 2.46000 14442.66 SODDING, NURSERY | | | 0072 628-09402 10.000 MOS | 2100.00000 21000.00| 1900.00000 19000.00| 2500.00000 25000.00 FIELD OFFICE, B | | | 0073 628-09407 10.000 MOS | 520.00000 5200.00| 300.00000 3000.00| 300.00000 3000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0074 701-06011 1.000 EACH | 4500.00000 4500.00| 5000.00000 5000.00| 2000.00000 2000.00 DYNAMIC PILE LOAD TEST | | | 0075 701-06012 2.000 EACH | 1700.00000 3400.00| 1000.00000 2000.00| 1000.00000 2000.00 TEST PILE, RESTRIKE | | | 0076 701-06027 2.000 EACH | 1400.00000 2800.00| 2250.00000 4500.00| 1000.00000 2000.00 TEST PILE | | | 0077 701-08253 20.000 EACH | 650.00000 13000.00| 600.00000 12000.00| 650.00000 13000.00 PILE SLEEVES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -6 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 701-51195 1090.000 LFT | 49.00000 53410.00| 34.54000 37648.60| 45.00000 49050.00 PILE, STEEL H, HP 12" X 53 | | | 0079 701-91792 20.000 EACH | 120.00000 2400.00| 100.00000 2000.00| 125.00000 2500.00 PILE TIP, STEEL H | | | 0080 702-51005 137.600 CYS | 650.00000 89440.00| 884.89000 121760.86| 550.00000 75680.00 CONCRETE, A, SUBSTRUCTURE | | | 0081 702-51015 94.100 CYS | 205.00000 19290.50| 452.08000 42540.73| 350.00000 32935.00 CONCRETE, B, FOOTINGS | | | 0082 703-06028 11116.000 LBS | 0.72000 8003.52| 0.73000 8114.68| 0.80000 8892.80 REINFORCING BARS | | | 0083 703-06029 230059.000 LBS | 0.73000 167943.07| 0.68000 156440.12| 0.85000 195550.15 REINFORCING BARS, EPOXY COATED | | | 0084 704-08088 365.200 CYS | 530.00000 193556.00| 509.99000 186248.35| 325.00000 118690.00 QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIE | | | 0085 704-51002 92.400 CYS | 275.60000 25465.44| 278.72000 25753.73| 350.00000 32340.00 CONCRETE, C, SUPERSTRUCTURE | | | 0086 706-06343 1934.240 LFT | 64.30000 124371.63| 64.30000 124371.63| 64.30000 124371.63 RAILING, PS-2 | | | 0087 706-06354 4.000 EACH | 1400.00000 5600.00| 3000.00000 12000.00| 2500.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-2 | | | 0088 706-08502 1181.000 SYS | 185.00000 218485.00| 195.89000 231346.09| 225.00000 265725.00 REINFORCED CONCRETE MOMENT SLAB, 15 IN. | | | 0089 706-92612 243.000 LFT | 71.00000 17253.00| 396.01000 96230.43| 150.00000 36450.00 RAILING, CONCRETE, C, MODIFIED | | | 0090 707-06831 1053.000 LFT | 220.00000 231660.00| 207.88000 218897.64| 285.00000 300105.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 42 IN. | | | 0091 709-07733 LUMP | 6340.00000 6340.00| 6340.00000 6340.00| 6340.00000 6340.00 ANTI-GRAFFITI COAT | | | 0092 709-51821 LUMP | 11750.00000 11750.00| 11750.00000 11750.00| 13510.00000 13510.00 SURFACE SEAL | | | 0093 709-96826 LUMP | 11880.00000 11880.00| 11880.00000 11880.00| 11880.00000 11880.00 CONCRETE SURFACE COATING | | | 0094 710-51864 1280.000 EACH | 7.00000 8960.00| 10.00000 12800.00| 15.00000 19200.00 FIELD DRILLED HOLE | | | 0096 715-04612 89.000 LFT | 160.00000 14240.00| 157.00000 13973.00| 100.00000 8900.00 PIPE , TYPE 1, CIRCULAR, 66 IN. | | | 0097 715-05121 123.000 LFT | 43.00000 5289.00| 27.00000 3321.00| 45.00000 5535.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -7 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 715-05122 69.000 LFT | 40.00000 2760.00| 35.00000 2415.00| 50.00000 3450.00 PIPE, TYPE 1, CIRCULAR, 21 IN. | | | 0099 715-05123 48.000 LFT | 93.00000 4464.00| 44.00000 2112.00| 65.00000 3120.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0100 715-05125 49.000 LFT | 100.00000 4900.00| 56.00000 2744.00| 70.00000 3430.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0101 715-05149 437.000 LFT | 23.00000 10051.00| 18.00000 7866.00| 35.00000 15295.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0102 715-05169 120.000 LFT | 20.00000 2400.00| 22.50000 2700.00| 40.00000 4800.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0103 715-05171 45.000 LFT | 28.00000 1260.00| 26.00000 1170.00| 65.00000 2925.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0104 715-07626 2.000 EACH | 900.00000 1800.00| 1500.00000 3000.00| 1500.00000 3000.00 CONCRETE ANCHOR, 66 IN. | | | 0105 715-46000 3.000 EACH | 440.00000 1320.00| 795.00000 2385.00| 350.00000 1050.00 PIPE END SECTION, 12 IN. | | | 0106 715-46005 2.000 EACH | 480.00000 960.00| 805.00000 1610.00| 400.00000 800.00 PIPE END SECTION, 15 IN. | | | 0107 715-46010 4.000 EACH | 510.00000 2040.00| 845.00000 3380.00| 425.00000 1700.00 PIPE END SECTION, 18 IN. | | | 0108 715-46015 2.000 EACH | 560.00000 1120.00| 890.00000 1780.00| 450.00000 900.00 PIPE END SECTION, 21 IN. | | | 0109 715-46020 2.000 EACH | 700.00000 1400.00| 980.00000 1960.00| 500.00000 1000.00 PIPE END SECTION, 24 IN. | | | 0110 715-46030 2.000 EACH | 900.00000 1800.00| 1045.00000 2090.00| 700.00000 1400.00 PIPE END SECTION, 30 IN. | | | 0111 720-45240 1.000 EACH | 2400.00000 2400.00| 2298.00000 2298.00| 4000.00000 4000.00 CATCH BASIN, J10 | | | 0112 720-45340 1.000 EACH | 2500.00000 2500.00| 2371.00000 2371.00| 4000.00000 4000.00 CATCH BASIN, J10, MODIFIED | | | 0113 720-93411 1.000 EACH | 2300.00000 2300.00| 2275.00000 2275.00| 3000.00000 3000.00 INLET, C15, MODIFIED | | | 0114 720-98174 3.000 EACH | 2200.00000 6600.00| 1955.00000 5865.00| 3000.00000 9000.00 INLET, B15 | | | 0115 728-98377 LUMP | 26140.00000 26140.00| 26140.00000 26140.00| 26140.00000 26140.00 MASONRY COATING | | | 0116 731-93945 22048.000 SFT | 14.00000 308672.00| 14.00000 308672.00| 14.00000 308672.00 FACE PANELS, CONCRETE | | | 0117 731-93946 22048.000 SFT | 4.80000 105830.40| 8.00000 176384.00| 6.00000 132288.00 WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -8 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 731-93947 1859.000 LFT | 23.00000 42757.00| 33.00000 61347.00| 25.00000 46475.00 LEVELING PAD, CONCRETE | | | 0119 732-07653 324.000 TON | 27.00000 8748.00| 20.00000 6480.00| 40.00000 12960.00 COARSE AGGREGATE, NO. 8 | | | 0120 801-01093 8.000 EACH | 995.00000 7960.00| 755.00000 6040.00| 995.00000 7960.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0121 801-03290 2.000 EACH | 265.00000 530.00| 277.00000 554.00| 265.00000 530.00 CONSTRUCTION SIGN, C | | | 0122 801-04308 2.000 EACH | 550.00000 1100.00| 445.00000 890.00| 550.00000 1100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0123 801-06625 16.000 EACH | 195.00000 3120.00| 123.00000 1968.00| 195.00000 3120.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0124 801-06640 61.000 EACH | 245.00000 14945.00| 151.00000 9211.00| 245.00000 14945.00 CONSTRUCTION SIGN, A | | | 0125 801-06645 8.000 EACH | 95.00000 760.00| 150.00000 1200.00| 95.00000 760.00 CONSTRUCTION SIGN, B | | | 0126 801-06710 25.000 DAY | 65.00000 1625.00| 45.00000 1125.00| 65.00000 1625.00 FLASHING ARROW SIGN | | | 0127 801-06775 LUMP | 80000.00000 80000.00| 246958.22000 246958.22| 70000.00000 70000.00 MAINTAINING TRAFFIC | | | 0128 801-07118 104.000 LFT | 11.50000 1196.00| 10.00000 1040.00| 11.50000 1196.00 BARRICADE, III-A | | | 0129 801-08508 728.000 LFT | 28.00000 20384.00| 34.60000 25188.80| 50.00000 36400.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0130 801-09133 4.000 EACH | 7495.00000 29980.00| 15800.00000 63200.00| 7495.00000 29980.00 TEMPORARY CHANGEABLE MESSAGE SIGN LEAVE | | | IN PLACE | | | 0131 802-02158 2.000 EACH | 2384.00000 4768.00| 2800.00000 5600.00| 3695.00000 7390.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0132 802-05701 10.200 LFT | 40.00000 408.00| 50.00000 510.00| 62.00000 632.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0133 808-03631 535.000 LFT | 1.95000 1043.25| 2.50000 1337.50| 1.95000 1043.25 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0134 808-03632 520.000 LFT | 1.95000 1014.00| 2.50000 1300.00| 1.95000 1014.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0135 808-06703 2800.000 LFT | 0.32000 896.00| 0.40000 1120.00| 0.32000 896.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -9 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0136 808-75245 4600.000 LFT | 0.32000 1472.00| 0.40000 1840.00| 0.32000 1472.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0137 406-05521 30900.000 SYS | 0.13000 4017.00| 0.20000 6180.00| 0.20000 6180.00 ASPHALT FOR TACK COAT | | | 0138 205-09543 356.000 TON | 22.00000 7832.00| 21.95000 7814.20| 30.00000 10680.00 NO 2 STONE | | | SECTION TOTALS | $ 3,588,760.00| $ 3,877,000.00| $ 3,980,861.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,588,760.00| $ 3,877,000.00| $ 3,980,861.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -10 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1323837 |( 5 ) 05-0558668 |( 6 ) 35-1609544 |SUNESIS CONSTRUCTION COMPANY |WEDDLE BROTHERS HIGHWAY GROU |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 | 20500.00000 20500.00| 25806.69000 25806.69| 20736.00000 20736.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 313.28000 939.84| 100.00000 300.00| 365.63000 1096.89 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 626.57000 18797.10| 100.00000 3000.00| 75.60000 2268.00 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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 210885.24000 210885.24| 213000.00000 213000.00| 231583.75000 231583.75 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 42177.04000 42177.04| 98420.00000 98420.00| 58063.37000 58063.37 CLEARING RIGHT OF WAY | | | 0014 202-02240 367.000 SYS | 6.26000 2297.42| 29.14000 10694.38| 10.13000 3717.71 PAVEMENT REMOVAL | | | 0015 202-02241 1797.000 LFT | 2.36000 4240.92| 2.77000 4977.69| 3.51000 6307.47 GUARDRAIL, REMOVE | | | 0016 202-51330 LUMP | 117776.48000 117776.48| 324230.87000 324230.87| 260905.47000 260905.47 PRESENT STRUCTURE, REMOVE | | | 0017 202-51368 387.000 SYS | 4.88000 1888.56| 15.59000 6033.33| 27.23000 10538.01 SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -11 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1323837 |( 5 ) 05-0558668 |( 6 ) 35-1609544 |SUNESIS CONSTRUCTION COMPANY |WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-74095 2.000 EACH | 270.00000 540.00| 659.82000 1319.64| 679.32000 1358.64 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0019 202-91840 412.000 LFT | 2.34000 964.08| 8.39000 3456.68| 6.48000 2669.76 FENCE, CHAIN LINK, REMOVE | | | 0020 202-94793 722.000 LFT | 13.46000 9718.12| 34.20000 24692.40| 25.82000 18642.04 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0021 203-02000 12867.000 CYS | 14.00000 180138.00| 10.52000 135360.84| 27.44000 353070.48 EXCAVATION, COMMON | | | 0022 205-02237 6.000 EACH | 83.00000 498.00| 99.98000 599.88| 89.64000 537.84 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 205-03371 3.000 CYS | 66.74000 200.22| 15.56000 46.68| 106.43000 319.29 SEDIMENT, REMOVE | | | 0024 205-06930 10.000 TON | 41.99000 419.90| 168.37000 1683.70| 79.04000 790.40 SPLASHPAD, RIPRAP | | | 0025 205-06931 219.000 TON | 41.99000 9195.81| 41.45000 9077.55| 43.17000 9454.23 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0026 205-06937 7122.000 LFT | 1.17000 8332.74| 2.28000 16238.16| 1.26000 8973.72 TEMPORARY SILT FENCE | | | 0027 206-51225 375.000 CYS | 17.07000 6401.25| 40.40000 15150.00| 22.20000 8325.00 EXCAVATION, DRY | | | 0028 206-93520 2500.000 SFT | 18.54000 46350.00| 7.02000 17550.00| 8.14000 20350.00 TEMPORARY SHEET PILING | | | 0029 207-08268 7800.000 SYS | 10.70000 83460.00| 14.87000 115986.00| 17.29000 134862.00 SUBGRADE TREATMENT, TYPE IV | | | 0030 211-02050 4584.000 CYS | 17.92000 82145.28| 12.64000 57941.76| 25.09000 115012.56 B BORROW | | | 0031 211-09264 1613.000 CYS | 17.92000 28904.96| 12.64000 20388.32| 27.98000 45131.74 STRUCTURE BACKFILL, TYPE 1 | | | 0032 211-09265 185.000 CYS | 46.26000 8558.10| 17.28000 3196.80| 41.02000 7588.70 STRUCTURE BACKFILL, TYPE 2 | | | 0033 211-09266 7850.000 CYS | 17.92000 140672.00| 12.64000 99224.00| 25.09000 196956.50 STRUCTURE BACKFILL, TYPE 3 | | | 0034 302-07455 34.000 CYS | 60.27000 2049.18| 53.53000 1820.02| 65.00000 2210.00 DENSE GRADED SUBBASE | | | 0035 303-01180 641.000 TON | 11.14000 7140.74| 11.92000 7640.72| 11.88000 7615.08 COMPACTED AGGREGATE, NO. 53 | | | 0037 304-07491 88.000 TON | 317.33000 27925.04| 159.90000 14071.20| 75.60000 6652.80 HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -12 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1323837 |( 5 ) 05-0558668 |( 6 ) 35-1609544 |SUNESIS CONSTRUCTION COMPANY |WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 306-08036 592.200 SYS | 0.95000 562.59| 7.94000 4702.07| 7.33000 4340.83 MILLING, ASPHALT, 2 IN. | | | 0039 306-08043 625.000 SYS | 0.95000 593.75| 3.75000 2343.75| 9.18000 5737.50 MILLING, TRANSITION | | | 0040 401-07328 660.000 TON | 65.81000 43434.60| 65.00000 42900.00| 70.20000 46332.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0041 401-07335 444.000 TON | 30.37000 13484.28| 30.00000 13320.00| 81.00000 35964.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0042 401-07362 1084.000 TON | 30.37000 32921.08| 30.00000 32520.00| 43.20000 46828.80 QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | 0043 401-07404 740.000 TON | 30.37000 22473.80| 30.00000 22200.00| 59.40000 43956.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0044 401-07409 2850.000 TON | 48.59000 138481.50| 48.00000 136800.00| 51.84000 147744.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0045 401-07424 1158.000 TON | 53.66000 62138.28| 53.00000 61374.00| 37.80000 43772.40 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0046 401-07428 31.000 TON | 291.57000 9038.67| 288.00000 8928.00| 432.00000 13392.00 QC/QA-HMA, 3, 70, BASE, 19.0 mm | | | 0048 601-01522 2.000 EACH | 1870.00000 3740.00| 1961.63000 3923.26| 2160.00000 4320.00 GUARDRAIL TRANSITION TYPE TGB | | | 0049 601-06234 2.000 EACH | 11300.00000 22600.00| 11853.70000 23707.40| 10584.00000 21168.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0050 601-99105 63.500 LFT | 13.50000 857.25| 14.16000 899.16| 54.00000 3429.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0051 602-06729 10.000 EACH | 8.59000 85.90| 15.74000 157.40| 15.12000 151.20 BARRIER DELINEATOR | | | 0052 602-91266 102.200 LFT | 478.46000 48898.61| 385.00000 39347.00| 517.04000 52841.49 MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0053 603-01159 371.000 LFT | 11.00000 4081.00| 11.54000 4281.34| 17.28000 6410.88 FENCE, CHAIN LINK, 42 IN. | | | 0054 604-91531 801.000 SYS | 68.35000 54748.35| 48.94000 39200.94| 30.02000 24046.02 SIDEWALK, CONCRETE, 4 IN. | | | 0055 605-06100 90.800 LFT | 28.34000 2573.27| 31.82000 2889.26| 28.07000 2548.76 CURB, INTEGRAL, C, CONCRETE | | | 0056 605-06121 134.000 LFT | 26.00000 3484.00| 31.70000 4247.80| 50.92000 6823.28 CURB, CONCRETE, B | | | 0057 605-06150 2156.000 LFT | 14.00000 30184.00| 14.69000 31671.64| 15.23000 32835.88 CURB AND GUTTER, C, CONCRETE | | | 0058 609-06259 182.000 SYS | 91.06000 16572.92| 114.21000 20786.22| 124.23000 22609.86 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -13 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1323837 |( 5 ) 05-0558668 |( 6 ) 35-1609544 |SUNESIS CONSTRUCTION COMPANY |WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 610-07486 41.000 TON | 1012.39000 41507.99| 1011.32000 41464.12| 99.36000 4073.76 HMA FOR APPROACHES, TYPE A | | | 0060 615-06490 32.000 EACH | 115.00000 3680.00| 138.53000 4432.96| 140.40000 4492.80 RIGHT OF WAY MARKER | | | 0061 615-06505 2.000 EACH | 670.00000 1340.00| 702.83000 1405.66| 540.00000 1080.00 MONUMENT, B | | | 0062 616-02320 1170.000 SYS | 1.42000 1661.40| 2.38000 2784.60| 5.67000 6633.90 GEOTEXTILES | | | 0063 616-06405 423.000 TON | 35.68000 15092.64| 24.85000 10511.55| 31.70000 13409.10 RIPRAP, REVETMENT | | | 0064 616-51367 28.000 SYS | 75.81000 2122.68| 72.23000 2022.44| 100.00000 2800.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0065 621-01004 2.000 EACH | 257.00000 514.00| 269.59000 539.18| 277.56000 555.12 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02363 8574.000 SYS | 0.24000 2057.76| 0.59000 5058.66| 0.26000 2229.24 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0067 621-02770 694.000 SYS | 1.28000 888.32| 2.79000 1936.26| 1.38000 957.72 EROSION CONTROL BLANKET | | | 0068 621-06560 1377.000 SYS | 0.43000 592.11| 0.82000 1129.14| 0.46000 633.42 MULCHED SEEDING, U | | | 0069 621-06567 35.000 kGAL | 1.00000 35.00| 1.05000 36.75| 1.08000 37.80 WATER | | | 0070 621-06574 1327.000 SYS | 2.46000 3264.42| 3.62000 4803.74| 2.66000 3529.82 SODDING | | | 0071 621-06575 5871.000 SYS | 2.46000 14442.66| 3.70000 21722.70| 2.66000 15616.86 SODDING, NURSERY | | | 0072 628-09402 10.000 MOS | 1524.00000 15240.00| 1826.00000 18260.00| 2426.36000 24263.60 FIELD OFFICE, B | | | 0073 628-09407 10.000 MOS | 407.27000 4072.70| 115.00000 1150.00| 212.74000 2127.40 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0074 701-06011 1.000 EACH | 5561.76000 5561.76| 1889.93000 1889.93| 3500.00000 3500.00 DYNAMIC PILE LOAD TEST | | | 0075 701-06012 2.000 EACH | 695.22000 1390.44| 1889.93000 3779.86| 1378.00000 2756.00 TEST PILE, RESTRIKE | | | 0076 701-06027 2.000 EACH | 445.04000 890.08| 2667.65000 5335.30| 868.00000 1736.00 TEST PILE | | | 0077 701-08253 20.000 EACH | 962.41000 19248.20| 476.97000 9539.40| 787.92000 15758.40 PILE SLEEVES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -14 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1323837 |( 5 ) 05-0558668 |( 6 ) 35-1609544 |SUNESIS CONSTRUCTION COMPANY |WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 701-51195 1090.000 LFT | 37.49000 40864.10| 29.32000 31958.80| 55.04000 59993.60 PILE, STEEL H, HP 12" X 53 | | | 0079 701-91792 20.000 EACH | 130.58000 2611.60| 103.43000 2068.60| 99.90000 1998.00 PILE TIP, STEEL H | | | 0080 702-51005 137.600 CYS | 721.33000 99255.01| 665.87000 91623.71| 547.74000 75369.02 CONCRETE, A, SUBSTRUCTURE | | | 0081 702-51015 94.100 CYS | 300.57000 28283.64| 281.90000 26526.79| 312.02000 29361.08 CONCRETE, B, FOOTINGS | | | 0082 703-06028 11116.000 LBS | 0.82000 9115.12| 0.85000 9448.60| 0.69000 7670.04 REINFORCING BARS | | | 0083 703-06029 230059.000 LBS | 0.86000 197850.74| 0.85000 195550.15| 0.76000 174844.84 REINFORCING BARS, EPOXY COATED | | | 0084 704-08088 365.200 CYS | 574.34000 209748.97| 580.82000 212115.46| 412.24000 150550.05 QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIE | | | 0085 704-51002 92.400 CYS | 445.36000 41151.26| 294.04000 27169.30| 599.60000 55403.04 CONCRETE, C, SUPERSTRUCTURE | | | 0086 706-06343 1934.240 LFT | 64.30000 124371.63| 67.45000 130464.49| 109.66000 212108.76 RAILING, PS-2 | | | 0087 706-06354 4.000 EACH | 1812.52000 7250.08| 2628.55000 10514.20| 2200.00000 8800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-2 | | | 0088 706-08502 1181.000 SYS | 264.55000 312433.55| 272.42000 321728.02| 327.40000 386659.40 REINFORCED CONCRETE MOMENT SLAB, 15 IN. | | | 0089 706-92612 243.000 LFT | 193.96000 47132.28| 95.13000 23116.59| 109.98000 26725.14 RAILING, CONCRETE, C, MODIFIED | | | 0090 707-06831 1053.000 LFT | 271.34000 285721.02| 328.98000 346415.94| 280.68000 295556.04 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 42 IN. | | | 0091 709-07733 LUMP | 6340.00000 6340.00| 6650.66000 6650.66| 8275.37000 8275.37 ANTI-GRAFFITI COAT | | | 0092 709-51821 LUMP | 13510.00000 13510.00| 12325.75000 12325.75| 15774.48000 15774.48 SURFACE SEAL | | | 0093 709-96826 LUMP | 11880.00000 11880.00| 12462.12000 12462.12| 28474.33000 28474.33 CONCRETE SURFACE COATING | | | 0094 710-51864 1280.000 EACH | 4.71000 6028.80| 23.54000 30131.20| 7.29000 9331.20 FIELD DRILLED HOLE | | | 0096 715-04612 89.000 LFT | 297.48000 26475.72| 226.50000 20158.50| 209.81000 18673.09 PIPE , TYPE 1, CIRCULAR, 66 IN. | | | 0097 715-05121 123.000 LFT | 40.06000 4927.38| 30.16000 3709.68| 34.96000 4300.08 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -15 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1323837 |( 5 ) 05-0558668 |( 6 ) 35-1609544 |SUNESIS CONSTRUCTION COMPANY |WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 715-05122 69.000 LFT | 79.11000 5458.59| 38.75000 2673.75| 46.50000 3208.50 PIPE, TYPE 1, CIRCULAR, 21 IN. | | | 0099 715-05123 48.000 LFT | 98.16000 4711.68| 44.77000 2148.96| 43.26000 2076.48 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0100 715-05125 49.000 LFT | 118.44000 5803.56| 51.95000 2545.55| 53.34000 2613.66 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0101 715-05149 437.000 LFT | 29.43000 12860.91| 25.81000 11278.97| 31.22000 13643.14 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0102 715-05169 120.000 LFT | 26.67000 3200.40| 29.45000 3534.00| 32.75000 3930.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0103 715-05171 45.000 LFT | 47.26000 2126.70| 28.13000 1265.85| 33.99000 1529.55 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0104 715-07626 2.000 EACH | 2012.21000 4024.42| 2464.19000 4928.38| 1901.70000 3803.40 CONCRETE ANCHOR, 66 IN. | | | 0105 715-46000 3.000 EACH | 403.70000 1211.10| 301.18000 903.54| 419.63000 1258.89 PIPE END SECTION, 12 IN. | | | 0106 715-46005 2.000 EACH | 422.11000 844.22| 334.81000 669.62| 469.91000 939.82 PIPE END SECTION, 15 IN. | | | 0107 715-46010 4.000 EACH | 793.94000 3175.76| 353.36000 1413.44| 612.45000 2449.80 PIPE END SECTION, 18 IN. | | | 0108 715-46015 2.000 EACH | 208.37000 416.74| 406.70000 813.40| 714.26000 1428.52 PIPE END SECTION, 21 IN. | | | 0109 715-46020 2.000 EACH | 1358.51000 2717.02| 558.61000 1117.22| 859.28000 1718.56 PIPE END SECTION, 24 IN. | | | 0110 715-46030 2.000 EACH | 1651.30000 3302.60| 1094.33000 2188.66| 934.88000 1869.76 PIPE END SECTION, 30 IN. | | | 0111 720-45240 1.000 EACH | 3929.18000 3929.18| 2090.45000 2090.45| 6196.34000 6196.34 CATCH BASIN, J10 | | | 0112 720-45340 1.000 EACH | 4254.97000 4254.97| 2090.45000 2090.45| 5099.49000 5099.49 CATCH BASIN, J10, MODIFIED | | | 0113 720-93411 1.000 EACH | 2451.90000 2451.90| 2180.90000 2180.90| 2109.22000 2109.22 INLET, C15, MODIFIED | | | 0114 720-98174 3.000 EACH | 2932.95000 8798.85| 2160.99000 6482.97| 2061.41000 6184.23 INLET, B15 | | | 0115 728-98377 LUMP | 26140.00000 26140.00| 31489.81000 31489.81| 46160.28000 46160.28 MASONRY COATING | | | 0116 731-93945 22048.000 SFT | 18.62000 410533.76| 12.92000 284860.16| 13.90000 306467.20 FACE PANELS, CONCRETE | | | 0117 731-93946 22048.000 SFT | 14.28000 314845.44| 12.11000 267001.28| 7.32000 161391.36 WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -16 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1323837 |( 5 ) 05-0558668 |( 6 ) 35-1609544 |SUNESIS CONSTRUCTION COMPANY |WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 731-93947 1859.000 LFT | 20.62000 38332.58| 19.34000 35953.06| 17.57000 32662.63 LEVELING PAD, CONCRETE | | | 0119 732-07653 324.000 TON | 30.17000 9775.08| 28.94000 9376.56| 42.11000 13643.64 COARSE AGGREGATE, NO. 8 | | | 0120 801-01093 8.000 EACH | 995.00000 7960.00| 1043.76000 8350.08| 815.40000 6523.20 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0121 801-03290 2.000 EACH | 265.00000 530.00| 277.99000 555.98| 299.16000 598.32 CONSTRUCTION SIGN, C | | | 0122 801-04308 2.000 EACH | 550.00000 1100.00| 576.95000 1153.90| 480.60000 961.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0123 801-06625 16.000 EACH | 195.00000 3120.00| 204.56000 3272.96| 132.84000 2125.44 DETOUR ROUTE MARKER ASSEMBLY | | | 0124 801-06640 61.000 EACH | 245.00000 14945.00| 257.01000 15677.61| 163.08000 9947.88 CONSTRUCTION SIGN, A | | | 0125 801-06645 8.000 EACH | 95.00000 760.00| 99.66000 797.28| 48.60000 388.80 CONSTRUCTION SIGN, B | | | 0126 801-06710 25.000 DAY | 1506.10000 37652.50| 68.19000 1704.75| 27.00000 675.00 FLASHING ARROW SIGN | | | 0127 801-06775 LUMP | 6500.00000 6500.00| 89437.88000 89437.88| 66976.31000 66976.31 MAINTAINING TRAFFIC | | | 0128 801-07118 104.000 LFT | 11.50000 1196.00| 11.50000 1196.00| 24.84000 2583.36 BARRICADE, III-A | | | 0129 801-08508 728.000 LFT | 44.86000 32658.08| 43.46000 31638.88| 33.89000 24671.92 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0130 801-09133 4.000 EACH | 9908.62000 39634.48| 9028.93000 36115.72| 17064.00000 68256.00 TEMPORARY CHANGEABLE MESSAGE SIGN LEAVE | | | IN PLACE | | | 0131 802-02158 2.000 EACH | 100.00000 200.00| 2500.82000 5001.64| 2574.72000 5149.44 SIGN, PANEL, REMOVE AND REINSTALL | | | 0132 802-05701 10.200 LFT | 18.00000 183.60| 41.96000 427.99| 43.20000 440.64 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0133 808-03631 535.000 LFT | 1.95000 1043.25| 2.05000 1096.75| 2.70000 1444.50 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0134 808-03632 520.000 LFT | 1.95000 1014.00| 2.05000 1066.00| 2.70000 1404.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0135 808-06703 2800.000 LFT | 0.32000 896.00| 0.34000 952.00| 0.43000 1204.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 130 -17 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 130 CONTRACT ID : IB-30471-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1323837 |( 5 ) 05-0558668 |( 6 ) 35-1609544 |SUNESIS CONSTRUCTION COMPANY |WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0136 808-75245 4600.000 LFT | 0.32000 1472.00| 0.34000 1564.00| 0.43000 1978.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0137 406-05521 30900.000 SYS | 0.20000 6180.00| 0.20000 6180.00| 0.22000 6798.00 ASPHALT FOR TACK COAT | | | 0138 205-09543 356.000 TON | 25.56000 9099.36| 29.25000 10413.00| 30.09000 10712.04 NO 2 STONE | | | SECTION TOTALS | $ 4,217,690.66| $ 4,273,664.76| $ 4,610,278.37 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,217,690.66| $ 4,273,664.76| $ 4,610,278.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -1 VENDOR RANKING CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 09/30/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400991 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 4,328,474.59 100.0000% 2 35-1386990 ISOM JACK CONSTRUCTION CO $ 4,627,980.45 106.9194% 3 35-1875662 CRIDER & CRIDER INC $ 4,728,207.96 109.2350% 4 36-2231526 WALSH CONSTR COMPANY $ 4,736,475.19 109.4260% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 5,863,955.46 135.4739% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 35000.00000 35000.00| 46000.00000 46000.00| 245000.00000 245000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 90.00000 90.00| 175.00000 175.00| 250.00000 250.00 RADIO | | | 0003 105-08520 1.000 EACH | 90.00000 90.00| 120.00000 120.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 21.000 MOS | 120.00000 2520.00| 75.00000 1575.00| 75.00000 1575.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 21.000 MOS | 120.00000 2520.00| 75.00000 1575.00| 50.00000 1050.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 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 | 180000.00000 180000.00| 175000.00000 175000.00| 236800.00000 236800.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 42420.00000 42420.00| 20000.00000 20000.00| 47360.00000 47360.00 CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 18000.00000 18000.00| 25000.00000 25000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0016 202-03000 LUMP | 13500.00000 13500.00| 22000.00000 22000.00| 17500.00000 17500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 76 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 203-02000 13996.000 CYS | 7.50000 104970.00| 5.00000 69980.00| 10.00000 139960.00 EXCAVATION, COMMON | | | 0018 203-02070 180524.000 CYS | 4.50000 812358.00| 5.00000 902620.00| 5.00000 902620.00 BORROW | | | 0019 204-02290 11.000 EACH | 250.00000 2750.00| 775.00000 8525.00| 1000.00000 11000.00 SETTLEMENT PLATE | | | 0020 204-08415 11.000 EACH | 250.00000 2750.00| 250.00000 2750.00| 100.00000 1100.00 STAKES, SETTLEMENT | | | 0021 205-03371 100.000 CYS | 10.00000 1000.00| 12.00000 1200.00| 30.00000 3000.00 SEDIMENT, REMOVE | | | 0022 205-06930 20.400 TON | 45.00000 918.00| 55.00000 1122.00| 30.00000 612.00 SPLASHPAD, RIPRAP | | | 0023 205-06931 250.000 TON | 55.00000 13750.00| 28.00000 7000.00| 30.00000 7500.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 1.000 EACH | 125.00000 125.00| 150.00000 150.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 40.000 TON | 54.00000 2160.00| 75.00000 3000.00| 30.00000 1200.00 TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 2440.000 LFT | 1.40000 3416.00| 1.88000 4587.20| 1.36000 3318.40 TEMPORARY SILT FENCE | | | 0027 205-06938 326.000 LFT | 25.00000 8150.00| 15.00000 4890.00| 10.00000 3260.00 TEMPORARY SLOPE DRAIN | | | 0028 205-09543 100.000 TON | 20.00000 2000.00| 25.00000 2500.00| 25.00000 2500.00 NO 2 STONE | | | 0029 206-51230 170.000 CYS | 22.00000 3740.00| 12.00000 2040.00| 20.00000 3400.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08263 16037.000 SYS | 4.40000 70562.80| 4.68000 75053.16| 4.25000 68157.25 SUBGRADE TREATMENT, TYPE IA | | | 0031 207-08267 1027.000 SYS | 9.00000 9243.00| 12.00000 12324.00| 8.25000 8472.75 SUBGRADE TREATMENT, TYPE IIIA | | | 0032 211-02050 3570.000 CYS | 24.00000 85680.00| 22.00000 78540.00| 20.00000 71400.00 B BORROW | | | 0033 211-09264 1546.000 CYS | 24.00000 37104.00| 25.00000 38650.00| 20.00000 30920.00 STRUCTURE BACKFILL, TYPE 1 | | | 0034 211-09266 3365.000 CYS | 24.00000 80760.00| 19.55000 65785.75| 25.00000 84125.00 STRUCTURE BACKFILL, TYPE 3 | | | 0035 301-07448 3822.000 TON | 18.00000 68796.00| 16.00000 61152.00| 17.50000 66885.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0036 302-07455 44.000 CYS | 110.00000 4840.00| 42.00000 1848.00| 45.00000 1980.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 302-08562 53.000 TON | 28.00000 1484.00| 25.00000 1325.00| 20.00000 1060.00 COARSE AGGREGATE, 8 | | | 0038 306-08043 90.000 SYS | 35.00000 3150.00| 40.00000 3600.00| 32.00000 2880.00 MILLING, TRANSITION | | | 0039 401-07407 4206.000 TON | 54.00000 227124.00| 62.76000 263968.56| 54.00000 227124.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0040 402-07432 430.000 TON | 65.00000 27950.00| 74.00000 31820.00| 65.00000 27950.00 HMA SURFACE, TYPE A | | | 0041 402-07433 757.000 TON | 60.00000 45420.00| 68.76000 52051.32| 60.00000 45420.00 HMA SURFACE, TYPE B | | | 0042 402-07435 307.000 TON | 55.00000 16885.00| 63.77000 19577.39| 55.00000 16885.00 HMA INTERMEDIATE, TYPE A | | | 0043 402-07438 1270.000 TON | 50.00000 63500.00| 58.80000 74676.00| 50.00000 63500.00 HMA INTERMEDIATE, TYPE B | | | 0044 402-07440 1749.000 TON | 51.00000 89199.00| 59.76000 104520.24| 51.00000 89199.00 HMA BASE, TYPE A | | | 0045 406-05520 8.310 TON | 600.00000 4986.00| 750.00000 6232.50| 600.00000 4986.00 ASPHALT FOR TACK COAT | | | 0046 503-05240 94.000 LFT | 20.15000 1894.10| 22.00000 2068.00| 14.00000 1316.00 D-1 CONTRACTION JOINT | | | 0047 601-01522 4.000 EACH | 2050.00000 8200.00| 2200.00000 8800.00| 1995.00000 7980.00 GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-94689 4.000 EACH | 2360.00000 9440.00| 2550.00000 10200.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0049 601-99105 550.000 LFT | 16.00000 8800.00| 17.25000 9487.50| 15.50000 8525.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0050 602-06729 22.000 EACH | 15.45000 339.90| 15.00000 330.00| 15.00000 330.00 BARRIER DELINEATOR | | | 0051 609-06259 262.000 SYS | 74.00000 19388.00| 60.00000 15720.00| 75.00000 19650.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0052 610-07486 283.500 TON | 97.00000 27499.50| 106.00000 30051.00| 97.00000 27499.50 HMA FOR APPROACHES, TYPE A | | | 0053 611-06497 5.000 EACH | 170.00000 850.00| 192.00000 960.00| 165.00000 825.00 MAILBOX ASSEMBLY, SINGLE | | | 0054 611-06498 2.000 EACH | 115.00000 230.00| 250.00000 500.00| 225.00000 450.00 MAILBOX ASSEMBLY, DOUBLE | | | 0055 615-06505 8.000 EACH | 730.00000 5840.00| 800.00000 6400.00| 630.00000 5040.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 615-06527 1.000 EACH | 515.00000 515.00| 775.00000 775.00| 500.00000 500.00 MONUMENT, SECTION CORNER | | | 0057 616-02320 988.000 SYS | 2.75000 2717.00| 5.00000 4940.00| 1.50000 1482.00 GEOTEXTILES | | | 0058 616-05689 30.000 TON | 52.00000 1560.00| 75.00000 2250.00| 50.00000 1500.00 RIPRAP, CLASS 2 | | | 0059 616-06405 607.000 TON | 32.00000 19424.00| 28.00000 16996.00| 30.00000 18210.00 RIPRAP, REVETMENT | | | 0060 621-01004 6.000 EACH | 285.00000 1710.00| 900.00000 5400.00| 275.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-02770 245.000 SYS | 2.27000 556.15| 2.65000 649.25| 2.20000 539.00 EROSION CONTROL BLANKET | | | 0062 621-03787 2.000 LBS | 230.00000 460.00| 300.00000 600.00| 225.00000 450.00 SEED MIXTURE, D , MODIFIED | | | 0063 621-06545 7.000 TON | 1378.00000 9646.00| 1500.00000 10500.00| 1338.00000 9366.00 FERTILIZER | | | 0064 621-06553 2380.000 LBS | 2.82000 6711.60| 3.00000 7140.00| 2.74000 6521.20 SEED MIXTURE, R | | | 0065 621-06557 1120.000 LBS | 2.45000 2744.00| 2.65000 2968.00| 2.38000 2665.60 SEED MIXTURE, T | | | 0066 621-06557 12.000 LBS | 82.40000 988.80| 100.00000 1200.00| 80.00000 960.00 SEED MIXTURE, T , MODIFIED | | | 0067 621-06565 56.000 TON | 257.50000 14420.00| 500.00000 28000.00| 250.00000 14000.00 MULCHING MATERIAL | | | 0068 621-06567 21.000 kGAL | 2.06000 43.26| 5.00000 105.00| 2.00000 42.00 WATER | | | 0069 621-06574 7412.000 SYS | 2.63000 19493.56| 4.50000 33354.00| 2.55000 18900.60 SODDING | | | 0070 621-92968 0.500 LBS | 1025.00000 512.50| 1500.00000 750.00| 995.00000 497.50 SEED MIXTURE, WILD FLOWER | | | 0071 622-05638 102.000 EACH | 24.00000 2448.00| 30.00000 3060.00| 23.50000 2397.00 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0072 622-05648 112.000 EACH | 24.00000 2688.00| 38.00000 4256.00| 23.50000 2632.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0073 622-52436 6.000 EACH | 36.00000 216.00| 75.00000 450.00| 35.00000 210.00 SIGN, DO NOT MOW OR SPRAY | | | 0074 628-09402 21.000 MOS | 2000.00000 42000.00| 2000.00000 42000.00| 1750.00000 36750.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 628-09408 17.000 MOS | 125.00000 2125.00| 300.00000 5100.00| 175.00000 2975.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 | | | 0076 701-06011 2.000 EACH | 2600.00000 5200.00| 2300.00000 4600.00| 1500.00000 3000.00 DYNAMIC PILE LOAD TEST | | | 0077 701-06012 2.000 EACH | 1500.00000 3000.00| 850.00000 1700.00| 1500.00000 3000.00 TEST PILE, RESTRIKE | | | 0078 701-06027 2.000 EACH | 4000.00000 8000.00| 4342.00000 8684.00| 1500.00000 3000.00 TEST PILE | | | 0079 701-08253 18.000 EACH | 300.00000 5400.00| 625.00000 11250.00| 500.00000 9000.00 PILE SLEEVES | | | 0080 701-91792 44.000 EACH | 130.00000 5720.00| 95.00000 4180.00| 100.00000 4400.00 PILE TIP, STEEL H | | | 0081 701-95780 3535.000 LFT | 56.00000 197960.00| 52.00000 183820.00| 55.00000 194425.00 PILE, STEEL H, HP 12" X 74 | | | 0082 702-51005 290.500 CYS | 410.00000 119105.00| 500.00000 145250.00| 475.00000 137987.50 CONCRETE, A, SUBSTRUCTURE | | | 0083 703-51030 24230.000 LBS | 0.75000 18172.50| 0.52000 12599.60| 0.57000 13811.10 REINFORCING STEEL | | | 0084 703-51032 231827.000 LBS | 0.80000 185461.60| 0.58000 134459.66| 0.66000 153005.82 REINFORCING STEEL, EPOXY COATED | | | 0085 704-51002 527.500 CYS | 430.00000 226825.00| 500.00000 263750.00| 375.00000 197812.50 CONCRETE, C, SUPERSTRUCTURE | | | 0086 706-05732 4.000 EACH | 1450.00000 5800.00| 1350.00000 5400.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0087 706-08496 154.000 SYS | 103.00000 15862.00| 118.00000 18172.00| 250.00000 38500.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0088 706-51020 81.700 CYS | 475.00000 38807.50| 400.00000 32680.00| 500.00000 40850.00 CONCRETE, C, RAILING | | | 0089 707-09183 1675.000 LFT | 223.00000 373525.00| 284.00000 475700.00| 300.00000 502500.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 60 IN. | | | 0090 709-51821 LUMP | 7800.00000 7800.00| 12000.00000 12000.00| 7500.00000 7500.00 SURFACE SEAL | | | 0091 714-08514 152.000 SFT | 100.00000 15200.00| 108.00000 16416.00| 150.00000 22800.00 WINGWALL | | | 0092 714-26718 85.000 LFT | 790.00000 67150.00| 675.00000 57375.00| 1000.00000 85000.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 6' | | | 0093 715-05048 300.000 LFT | 12.00000 3600.00| 10.00000 3000.00| 12.50000 3750.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 715-05049 300.000 LFT | 16.00000 4800.00| 12.00000 3600.00| 15.00000 4500.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0095 715-05051 300.000 LFT | 18.00000 5400.00| 13.00000 3900.00| 17.50000 5250.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0096 715-05052 300.000 LFT | 19.00000 5700.00| 14.00000 4200.00| 23.00000 6900.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0097 715-05133 160.000 LFT | 125.00000 20000.00| 78.00000 12480.00| 100.00000 16000.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0098 715-05151 50.000 LFT | 28.00000 1400.00| 19.00000 950.00| 25.00000 1250.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0099 715-05169 400.000 LFT | 28.00000 11200.00| 21.00000 8400.00| 25.00000 10000.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0100 715-05239 380.000 LFT | 110.00000 41800.00| 138.00000 52440.00| 105.00000 39900.00 PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SQ | | | FT. | | | 0101 715-05372 66.000 LFT | 113.00000 7458.00| 125.00000 8250.00| 115.00000 7590.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 7.4 | | | SFT. | | | 0102 715-05841 2.000 EACH | 2000.00000 4000.00| 1100.00000 2200.00| 1250.00000 2500.00 CONCRETE ANCHOR, 60 IN. | | | 0103 715-46005 21.000 EACH | 600.00000 12600.00| 150.00000 3150.00| 325.00000 6825.00 PIPE END SECTION, 15 IN. | | | 0104 715-97804 8.000 EACH | 1200.00000 9600.00| 635.00000 5080.00| 800.00000 6400.00 PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | | 0105 720-45030 1.000 EACH | 1500.00000 1500.00| 1900.00000 1900.00| 1750.00000 1750.00 INLET, E7 | | | 0106 731-93945 7400.000 SFT | 18.00000 133200.00| 17.21000 127354.00| 15.00000 111000.00 FACE PANELS, CONCRETE | | | 0107 731-93946 7400.000 SFT | 10.00000 74000.00| 8.00000 59200.00| 6.00000 44400.00 WALL ERECTION | | | 0108 731-93947 356.000 LFT | 75.00000 26700.00| 28.00000 9968.00| 35.00000 12460.00 LEVELING PAD, CONCRETE | | | 0109 801-04308 2.000 EACH | 278.00000 556.00| 550.00000 1100.00| 220.00000 440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06625 16.000 EACH | 97.00000 1552.00| 170.00000 2720.00| 90.00000 1440.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0111 801-06640 12.000 EACH | 133.00000 1596.00| 270.00000 3240.00| 125.00000 1500.00 CONSTRUCTION SIGN, A | | | 0112 801-06775 LUMP | 21200.00000 21200.00| 15200.00000 15200.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 801-07119 48.000 LFT | 17.00000 816.00| 32.00000 1536.00| 15.00000 720.00 BARRICADE, III-B | | | 0114 802-05701 91.000 LFT | 13.00000 1183.00| 15.00000 1365.00| 13.00000 1183.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0115 802-76025 52.500 SFT | 23.00000 1207.50| 23.00000 1207.50| 22.00000 1155.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0116 808-06713 6700.000 LFT | 0.21000 1407.00| 0.23000 1541.00| 0.16000 1072.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0117 808-75054 778.000 LFT | 2.11000 1641.58| 3.82000 2971.96| 3.45000 2684.10 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0118 808-75245 6868.000 LFT | 0.33000 2266.44| 0.42000 2884.56| 0.33000 2266.44 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0119 808-75297 86.000 LFT | 10.30000 885.80| 10.55000 907.30| 9.45000 812.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0120 202-03000 LUMP | 12800.00000 12800.00| 25000.00000 25000.00| 12500.00000 12500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 69 | | | 0121 202-03000 LUMP | 20300.00000 20300.00| 28000.00000 28000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | 0122 202-03000 LUMP | 28000.00000 28000.00| 41000.00000 41000.00| 12500.00000 12500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 74 | | | 0123 202-03000 LUMP | 27500.00000 27500.00| 25000.00000 25000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 98 | | | 0124 202-01261 2.000 EACH | 500.00000 1000.00| 1000.00000 2000.00| 1250.00000 2500.00 TESTING FOR ASBESTOS | | | 0125 215-07043 52500.000 SYS | 3.55000 186375.00| 3.55000 186375.00| 2.45000 128625.00 CHEMICAL MODIFICATION, SOILS | | | 0126 801-01851 LUMP | 50000.00000 50000.00| 61000.00000 61000.00| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0127 802-76035 9.000 SFT | 51.50000 463.50| 25.00000 225.00| 64.00000 576.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1875662 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0128 808-06714 80.000 LFT | 5.00000 400.00| 6.55000 524.00| 5.90000 472.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0130 202-03729 500.000 LFT | 2.00000 1000.00| 41.25000 20625.00| 20.00000 10000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0131 202-05858 500.000 CFT | 2.00000 1000.00| 95.00000 47500.00| 50.00000 25000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 1029 202-03135 500.000 SFT | 2.00000 1000.00| 28.00000 14000.00| 15.00000 7500.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 4,328,474.59| $ 4,627,980.45| $ 4,728,207.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,328,474.59| $ 4,627,980.45| $ 4,728,207.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 35-1618530 |( ) |WALSH CONSTR COMPANY |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 391374.13000 391374.13| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 125.00000 125.00| 350.00000 350.00| RADIO | | | 0003 105-08520 1.000 EACH | 125.00000 125.00| 350.00000 350.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 21.000 MOS | 90.00000 1890.00| 75.00000 1575.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 21.000 MOS | 90.00000 1890.00| 75.00000 1575.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 236823.00000 236823.00| 293197.77000 293197.77| MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 47364.00000 47364.00| 58639.55000 58639.55| CLEARING RIGHT OF WAY | | | 0015 202-03000 LUMP | 20000.00000 20000.00| 9300.00000 9300.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0016 202-03000 LUMP | 20000.00000 20000.00| 7920.00000 7920.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 76 | | | 0017 203-02000 13996.000 CYS | 4.66000 65221.36| 4.95000 69280.20| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 35-1618530 |( ) |WALSH CONSTR COMPANY |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 203-02070 180524.000 CYS | 4.93000 889983.32| 5.80000 1047039.20| BORROW | | | 0019 204-02290 11.000 EACH | 246.93000 2716.23| 250.00000 2750.00| SETTLEMENT PLATE | | | 0020 204-08415 11.000 EACH | 1305.26000 14357.86| 150.00000 1650.00| STAKES, SETTLEMENT | | | 0021 205-03371 100.000 CYS | 5.73000 573.00| 15.60000 1560.00| SEDIMENT, REMOVE | | | 0022 205-06930 20.400 TON | 71.14000 1451.26| 35.00000 714.00| SPLASHPAD, RIPRAP | | | 0023 205-06931 250.000 TON | 44.07000 11017.50| 34.00000 8500.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 1.000 EACH | 125.00000 125.00| 125.00000 125.00| TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 40.000 TON | 51.64000 2065.60| 25.00000 1000.00| TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 2440.000 LFT | 2.80000 6832.00| 1.36000 3318.40| TEMPORARY SILT FENCE | | | 0027 205-06938 326.000 LFT | 8.43000 2748.18| 17.50000 5705.00| TEMPORARY SLOPE DRAIN | | | 0028 205-09543 100.000 TON | 19.81000 1981.00| 75.00000 7500.00| NO 2 STONE | | | 0029 206-51230 170.000 CYS | 8.74000 1485.80| 40.00000 6800.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08263 16037.000 SYS | 4.56000 73128.72| 12.10000 194047.70| SUBGRADE TREATMENT, TYPE IA | | | 0031 207-08267 1027.000 SYS | 6.81000 6993.87| 12.20000 12529.40| SUBGRADE TREATMENT, TYPE IIIA | | | 0032 211-02050 3570.000 CYS | 19.56000 69829.20| 30.00000 107100.00| B BORROW | | | 0033 211-09264 1546.000 CYS | 22.08000 34135.68| 23.55000 36408.30| STRUCTURE BACKFILL, TYPE 1 | | | 0034 211-09266 3365.000 CYS | 17.02000 57272.30| 30.00000 100950.00| STRUCTURE BACKFILL, TYPE 3 | | | 0035 301-07448 3822.000 TON | 14.93000 57062.46| 25.00000 95550.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0036 302-07455 44.000 CYS | 61.38000 2700.72| 95.00000 4180.00| DENSE GRADED SUBBASE | | | 0037 302-08562 53.000 TON | 47.74000 2530.22| 50.00000 2650.00| COARSE AGGREGATE, 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 35-1618530 |( ) |WALSH CONSTR COMPANY |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 306-08043 90.000 SYS | 24.69000 2222.10| 60.00000 5400.00| MILLING, TRANSITION | | | 0039 401-07407 4206.000 TON | 54.00000 227124.00| 54.00000 227124.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0040 402-07432 430.000 TON | 65.00000 27950.00| 65.00000 27950.00| HMA SURFACE, TYPE A | | | 0041 402-07433 757.000 TON | 60.00000 45420.00| 60.00000 45420.00| HMA SURFACE, TYPE B | | | 0042 402-07435 307.000 TON | 55.00000 16885.00| 55.00000 16885.00| HMA INTERMEDIATE, TYPE A | | | 0043 402-07438 1270.000 TON | 50.00000 63500.00| 50.00000 63500.00| HMA INTERMEDIATE, TYPE B | | | 0044 402-07440 1749.000 TON | 51.00000 89199.00| 51.00000 89199.00| HMA BASE, TYPE A | | | 0045 406-05520 8.310 TON | 600.00000 4986.00| 600.00000 4986.00| ASPHALT FOR TACK COAT | | | 0046 503-05240 94.000 LFT | 14.82000 1393.08| 20.00000 1880.00| D-1 CONTRACTION JOINT | | | 0047 601-01522 4.000 EACH | 1995.00000 7980.00| 1995.00000 7980.00| GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-94689 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| GUARDRAIL END TREATMENT, OS | | | 0049 601-99105 550.000 LFT | 15.50000 8525.00| 15.50000 8525.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0050 602-06729 22.000 EACH | 9.00000 198.00| 14.00000 308.00| BARRIER DELINEATOR | | | 0051 609-06259 262.000 SYS | 58.45000 15313.90| 95.00000 24890.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0052 610-07486 283.500 TON | 97.00000 27499.50| 97.00000 27499.50| HMA FOR APPROACHES, TYPE A | | | 0053 611-06497 5.000 EACH | 165.00000 825.00| 165.00000 825.00| MAILBOX ASSEMBLY, SINGLE | | | 0054 611-06498 2.000 EACH | 225.00000 450.00| 225.00000 450.00| MAILBOX ASSEMBLY, DOUBLE | | | 0055 615-06505 8.000 EACH | 630.00000 5040.00| 630.00000 5040.00| MONUMENT, B | | | 0056 615-06527 1.000 EACH | 500.00000 500.00| 500.00000 500.00| MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 35-1618530 |( ) |WALSH CONSTR COMPANY |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 616-02320 988.000 SYS | 1.28000 1264.64| 1.55000 1531.40| GEOTEXTILES | | | 0058 616-05689 30.000 TON | 32.95000 988.50| 62.00000 1860.00| RIPRAP, CLASS 2 | | | 0059 616-06405 607.000 TON | 20.84000 12649.88| 31.50000 19120.50| RIPRAP, REVETMENT | | | 0060 621-01004 6.000 EACH | 275.00000 1650.00| 275.00000 1650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-02770 245.000 SYS | 2.20000 539.00| 2.20000 539.00| EROSION CONTROL BLANKET | | | 0062 621-03787 2.000 LBS | 225.00000 450.00| 225.00000 450.00| SEED MIXTURE, D , MODIFIED | | | 0063 621-06545 7.000 TON | 1338.00000 9366.00| 1338.00000 9366.00| FERTILIZER | | | 0064 621-06553 2380.000 LBS | 2.74000 6521.20| 2.74000 6521.20| SEED MIXTURE, R | | | 0065 621-06557 1120.000 LBS | 2.38000 2665.60| 2.38000 2665.60| SEED MIXTURE, T | | | 0066 621-06557 12.000 LBS | 80.00000 960.00| 80.00000 960.00| SEED MIXTURE, T , MODIFIED | | | 0067 621-06565 56.000 TON | 250.00000 14000.00| 250.00000 14000.00| MULCHING MATERIAL | | | 0068 621-06567 21.000 kGAL | 2.00000 42.00| 2.00000 42.00| WATER | | | 0069 621-06574 7412.000 SYS | 2.55000 18900.60| 2.55000 18900.60| SODDING | | | 0070 621-92968 0.500 LBS | 995.00000 497.50| 995.00000 497.50| SEED MIXTURE, WILD FLOWER | | | 0071 622-05638 102.000 EACH | 23.50000 2397.00| 23.50000 2397.00| PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0072 622-05648 112.000 EACH | 23.50000 2632.00| 23.50000 2632.00| PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0073 622-52436 6.000 EACH | 35.00000 210.00| 35.00000 210.00| SIGN, DO NOT MOW OR SPRAY | | | 0074 628-09402 21.000 MOS | 1969.93000 41368.53| 2500.00000 52500.00| FIELD OFFICE, B | | | 0075 628-09408 17.000 MOS | 225.00000 3825.00| 300.00000 5100.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 35-1618530 |( ) |WALSH CONSTR COMPANY |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 701-06011 2.000 EACH | 3033.18000 6066.36| 3500.00000 7000.00| DYNAMIC PILE LOAD TEST | | | 0077 701-06012 2.000 EACH | 1165.61000 2331.22| 2000.00000 4000.00| TEST PILE, RESTRIKE | | | 0078 701-06027 2.000 EACH | 1554.15000 3108.30| 2000.00000 4000.00| TEST PILE | | | 0079 701-08253 18.000 EACH | 944.17000 16995.06| 750.00000 13500.00| PILE SLEEVES | | | 0080 701-91792 44.000 EACH | 89.00000 3916.00| 125.00000 5500.00| PILE TIP, STEEL H | | | 0081 701-95780 3535.000 LFT | 52.19000 184491.65| 66.00000 233310.00| PILE, STEEL H, HP 12" X 74 | | | 0082 702-51005 290.500 CYS | 352.15000 102299.58| 650.00000 188825.00| CONCRETE, A, SUBSTRUCTURE | | | 0083 703-51030 24230.000 LBS | 0.62000 15022.60| 1.00000 24230.00| REINFORCING STEEL | | | 0084 703-51032 231827.000 LBS | 0.69000 159960.63| 1.20000 278192.40| REINFORCING STEEL, EPOXY COATED | | | 0085 704-51002 527.500 CYS | 542.54000 286189.85| 725.00000 382437.50| CONCRETE, C, SUPERSTRUCTURE | | | 0086 706-05732 4.000 EACH | 741.85000 2967.40| 2000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0087 706-08496 154.000 SYS | 131.41000 20237.14| 250.00000 38500.00| REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0088 706-51020 81.700 CYS | 356.31000 29110.53| 450.00000 36765.00| CONCRETE, C, RAILING | | | 0089 707-09183 1675.000 LFT | 270.07000 452367.25| 550.00000 921250.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 60 IN. | | | 0090 709-51821 LUMP | 9299.40000 9299.40| 7820.00000 7820.00| SURFACE SEAL | | | 0091 714-08514 152.000 SFT | 66.55000 10115.60| 125.00000 19000.00| WINGWALL | | | 0092 714-26718 85.000 LFT | 580.00000 49300.00| 627.50000 53337.50| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 6' | | | 0093 715-05048 300.000 LFT | 8.76000 2628.00| 20.00000 6000.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0094 715-05049 300.000 LFT | 11.39000 3417.00| 22.00000 6600.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 35-1618530 |( ) |WALSH CONSTR COMPANY |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 715-05051 300.000 LFT | 13.51000 4053.00| 24.00000 7200.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0096 715-05052 300.000 LFT | 15.59000 4677.00| 26.00000 7800.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0097 715-05133 160.000 LFT | 150.50000 24080.00| 145.50000 23280.00| PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0098 715-05151 50.000 LFT | 24.25000 1212.50| 41.00000 2050.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0099 715-05169 400.000 LFT | 22.50000 9000.00| 36.00000 14400.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0100 715-05239 380.000 LFT | 57.25000 21755.00| 132.00000 50160.00| PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SQ | | | FT. | | | 0101 715-05372 66.000 LFT | 59.75000 3943.50| 141.00000 9306.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 7.4 | | | SFT. | | | 0102 715-05841 2.000 EACH | 625.00000 1250.00| 1350.00000 2700.00| CONCRETE ANCHOR, 60 IN. | | | 0103 715-46005 21.000 EACH | 320.00000 6720.00| 360.00000 7560.00| PIPE END SECTION, 15 IN. | | | 0104 715-97804 8.000 EACH | 925.00000 7400.00| 845.00000 6760.00| PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | | 0105 720-45030 1.000 EACH | 1500.00000 1500.00| 1480.00000 1480.00| INLET, E7 | | | 0106 731-93945 7400.000 SFT | 18.50000 136900.00| 19.00000 140600.00| FACE PANELS, CONCRETE | | | 0107 731-93946 7400.000 SFT | 7.50000 55500.00| 10.00000 74000.00| WALL ERECTION | | | 0108 731-93947 356.000 LFT | 31.50000 11214.00| 50.00000 17800.00| LEVELING PAD, CONCRETE | | | 0109 801-04308 2.000 EACH | 495.00000 990.00| 495.00000 990.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06625 16.000 EACH | 155.00000 2480.00| 155.00000 2480.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0111 801-06640 12.000 EACH | 245.00000 2940.00| 245.00000 2940.00| CONSTRUCTION SIGN, A | | | 0112 801-06775 LUMP | 495.00000 495.00| 1500.00000 1500.00| MAINTAINING TRAFFIC | | | 0113 801-07119 48.000 LFT | 25.00000 1200.00| 25.00000 1200.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -16 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 35-1618530 |( ) |WALSH CONSTR COMPANY |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 802-05701 91.000 LFT | 19.00000 1729.00| 13.00000 1183.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0115 802-76025 52.500 SFT | 22.00000 1155.00| 22.00000 1155.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0116 808-06713 6700.000 LFT | 0.16000 1072.00| 0.16000 1072.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0117 808-75054 778.000 LFT | 3.45000 2684.10| 3.45000 2684.10| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0118 808-75245 6868.000 LFT | 0.33000 2266.44| 0.33000 2266.44| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0119 808-75297 86.000 LFT | 9.45000 812.70| 9.45000 812.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0120 202-03000 LUMP | 20000.00000 20000.00| 10700.00000 10700.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 69 | | | 0121 202-03000 LUMP | 20000.00000 20000.00| 9350.00000 9350.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | 0122 202-03000 LUMP | 20000.00000 20000.00| 19010.00000 19010.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 74 | | | 0123 202-03000 LUMP | 20000.00000 20000.00| 15300.00000 15300.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 98 | | | 0124 202-01261 2.000 EACH | 2517.37000 5034.74| 2500.00000 5000.00| TESTING FOR ASBESTOS | | | 0125 215-07043 52500.000 SYS | 3.45000 181125.00| 4.20000 220500.00| CHEMICAL MODIFICATION, SOILS | | | 0126 801-01851 LUMP | 39000.00000 39000.00| 75000.00000 75000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0127 802-76035 9.000 SFT | 4.80000 43.20| 64.00000 576.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0128 808-06714 80.000 LFT | 5.90000 472.00| 5.90000 472.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 140 -17 TABULATION OF BIDS ROUTE : CALL ORDER : 140 CONTRACT ID : IB-30838-A COUNTIES : TIPPECANOE LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 35-1618530 |( ) |WALSH CONSTR COMPANY |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 202-03729 500.000 LFT | 35.00000 17500.00| 27.50000 13750.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0131 202-05858 500.000 CFT | 65.00000 32500.00| 88.00000 44000.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 1029 202-03135 500.000 SFT | 30.00000 15000.00| 25.75000 12875.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 4,736,475.19| $ 5,863,955.46| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,736,475.19| $ 5,863,955.46| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 10/01/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0257002 0800247 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 10,076,905.57 100.0000% 2 35-1357381 O`MARA DAVE CONTRACTOR $ 11,891,153.44 118.0040% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -2 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | 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 | 44800.00000 44800.00| 80000.00000 80000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 5.000 EACH | 75.00000 375.00| 200.00000 1000.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 120.000 MOS | 75.00000 9000.00| 180.00000 21600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 108-01614 LUMP | 10550.00000 10550.00| 15000.00000 15000.00| PARTNERING OVERHEAD | | | 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 | 192654.00000 192654.00| 594000.00000 594000.00| MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 21000.00000 21000.00| 100000.00000 100000.00| CLEARING RIGHT OF WAY | | | 0015 202-02240 138.000 m2 | 42.00000 5796.00| 22.00000 3036.00| PAVEMENT REMOVAL | | | 0016 203-02000 61335.000 m3 | 16.11000 988106.85| 21.00000 1288035.00| EXCAVATION, COMMON | | | 0017 205-03371 650.250 m3 | 17.75000 11541.94| 15.00000 9753.75| SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -3 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06930 29.280 Mg | 82.00000 2400.96| 35.00000 1024.80| SPLASHPAD, RIPRAP | | | 0019 205-06931 629.700 Mg | 52.50000 33059.25| 35.00000 22039.50| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 28.000 EACH | 83.00000 2324.00| 83.00000 2324.00| TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 467.800 Mg | 42.00000 19647.60| 40.00000 18712.00| TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 10153.000 m | 3.97000 40307.41| 4.00000 40612.00| TEMPORARY SILT FENCE | | | 0023 205-06938 1075.000 m | 42.00000 45150.00| 55.00000 59125.00| TEMPORARY SLOPE DRAIN | | | 0024 207-08263 129788.000 m2 | 4.12000 534726.56| 4.77000 619088.76| SUBGRADE TREATMENT, TYPE IA | | | 0025 211-06467 61.000 m3 | 59.00000 3599.00| 53.00000 3233.00| AGGREGATE FOR END BENT BACKFILL | | | 0026 211-09264 406.000 m3 | 17.46000 7088.76| 51.00000 20706.00| STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09265 179.400 m3 | 48.00000 8611.20| 43.00000 7714.20| STRUCTURE BACKFILL, TYPE 2 | | | 0028 211-09268 326.200 m3 | 121.00000 39470.20| 92.00000 30010.40| STRUCTURE BACKFILL, TYPE 5 | | | 0029 301-07448 12236.000 Mg | 13.14000 160781.04| 14.00000 171304.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 302-07455 343.000 m3 | 80.00000 27440.00| 54.00000 18522.00| DENSE GRADED SUBBASE | | | 0031 303-01180 11414.000 Mg | 13.14000 149979.96| 15.00000 171210.00| COMPACTED AGGREGATE, NO. 53 | | | 0032 306-08037 16778.000 m2 | 1.00000 16778.00| 1.50000 25167.00| MILLING, ASPHALT, 75 mm | | | 0033 401-06264 LUMP | 2550.08000 2550.08| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0034 401-07320 1292.000 Mg | 49.70000 64212.40| 66.00000 85272.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0035 401-07333 1151.000 Mg | 58.21000 66999.71| 70.00000 80570.00| QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0036 401-07334 9840.000 Mg | 88.92000 874972.80| 86.00000 846240.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm , SMA | | | 0037 401-07402 1923.000 Mg | 53.10000 102111.30| 63.00000 121149.00| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -4 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-07403 16523.000 Mg | 51.41000 849447.43| 59.00000 974857.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0039 401-07406 3924.000 Mg | 47.03000 184545.72| 53.00000 207972.00| QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0040 401-07407 6296.000 Mg | 42.96000 270476.16| 53.00000 333688.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0041 401-07424 34076.000 Mg | 46.67000 1590326.92| 53.00000 1806028.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0042 401-07429 18237.000 Mg | 46.28000 844008.36| 53.00000 966561.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0043 406-05521 533256.000 m2 | 0.13000 69323.28| 0.13000 69323.28| ASPHALT FOR TACK COAT | | | 0044 601-01522 24.000 EACH | 1940.00000 46560.00| 1940.00000 46560.00| GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-05999 4.000 EACH | 42.00000 168.00| 42.00000 168.00| CURVED TERMINAL END | | | 0046 601-06035 9.120 m | 55.95000 510.26| 56.00000 510.72| GUARDRAIL, RESET | | | 0047 601-06238 1.000 EACH | 13900.00000 13900.00| 13900.00000 13900.00| IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0048 601-06246 1.000 EACH | 13900.00000 13900.00| 13900.00000 13900.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0049 601-09149 3.000 EACH | 29750.00000 89250.00| 29750.00000 89250.00| IMPACT ATTENUATOR, CR1, W1, TL-3 | | | 0050 601-94689 10.000 EACH | 2240.00000 22400.00| 2300.00000 23000.00| GUARDRAIL END TREATMENT, OS | | | 0051 601-94690 10.000 EACH | 3710.00000 37100.00| 3710.00000 37100.00| GUARDRAIL END TREATMENT, MS | | | 0052 601-99105 1328.236 m | 49.58000 65853.94| 50.00000 66411.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0053 601-99108 1030.605 m | 71.40000 73585.20| 71.50000 73688.26| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0054 602-06729 394.000 EACH | 10.00000 3940.00| 10.53000 4148.82| BARRIER DELINEATOR | | | 0055 602-08605 1080.000 m | 102.00000 110160.00| 177.00000 191160.00| CONCRETE BARRIER, 840 mm | | | 0056 603-06040 772.000 m | 23.20000 17910.40| 25.00000 19300.00| FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -5 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 603-06045 56.000 m | 66.40000 3718.40| 68.00000 3808.00| FENCE, CHAIN LINK, 1220 mm | | | 0058 606-07484 23796.000 m | 0.36000 8566.56| 0.40000 9518.40| MILLED HMA SHOULDER CORRUGATIONS | | | 0059 607-06375 332.300 m | 125.00000 41537.50| 160.00000 53168.00| PAVED SIDE DITCH, J | | | 0060 609-06259 2359.000 m2 | 89.00000 209951.00| 78.00000 184002.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0061 611-06497 1.000 EACH | 305.00000 305.00| 310.00000 310.00| MAILBOX ASSEMBLY, SINGLE | | | 0062 615-06490 7.000 EACH | 120.00000 840.00| 120.00000 840.00| RIGHT OF WAY MARKER | | | 0063 615-06505 58.000 EACH | 852.00000 49416.00| 552.00000 32016.00| MONUMENT, B | | | 0064 615-06510 27.000 EACH | 780.00000 21060.00| 480.00000 12960.00| MONUMENT, C | | | 0065 616-02320 3491.300 m2 | 3.00000 10473.90| 1.70000 5935.21| GEOTEXTILES | | | 0066 616-05688 25.100 Mg | 50.00000 1255.00| 50.00000 1255.00| RIPRAP, CLASS 1 | | | 0067 616-05689 87.110 Mg | 50.00000 4355.50| 50.00000 4355.50| RIPRAP, CLASS 2 | | | 0068 616-06405 1703.300 Mg | 45.00000 76648.50| 35.00000 59615.50| RIPRAP, REVETMENT | | | 0069 621-01004 8.000 EACH | 900.00000 7200.00| 900.00000 7200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0070 621-06545 20.100 Mg | 1093.00000 21969.30| 1093.00000 21969.30| FERTILIZER | | | 0071 621-06553 2818.000 kg | 4.69000 13216.42| 4.75000 13385.50| SEED MIXTURE, R | | | 0072 621-06557 1223.000 kg | 4.03000 4928.69| 4.03000 4928.69| SEED MIXTURE, T | | | 0073 621-06565 100.200 Mg | 356.00000 35671.20| 360.00000 36072.00| MULCHING MATERIAL | | | 0074 621-06567 93.000 kL | 1.00000 93.00| 1.00000 93.00| WATER | | | 0075 621-06574 5137.000 m2 | 3.15000 16181.55| 4.05000 20804.85| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -6 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 628-09403 24.000 MOS | 1500.00000 36000.00| 1400.00000 33600.00| FIELD OFFICE, C | | | 0077 628-09408 24.000 MOS | 450.00000 10800.00| 183.00000 4392.00| MOBILE LAPTOP COMPUTER SYSTEM , 2 | | | 0078 702-93722 40.000 m3 | 1225.00000 49000.00| 116.00000 4640.00| CONCRETE, C | | | 0079 703-51032 61501.000 kg | 1.49000 91636.49| 2.15000 132227.15| REINFORCING STEEL, EPOXY COATED | | | 0080 706-05732 40.000 EACH | 1225.00000 49000.00| 1300.00000 52000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0081 709-51821 LUMP | 10738.00000 10738.00| 2500.00000 2500.00| SURFACE SEAL | | | 0082 714-08514 13.750 m2 | 1200.00000 16500.00| 1100.00000 15125.00| WINGWALL | | | 0083 714-99348 53.600 m | 805.00000 43148.00| 1010.00000 54136.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0084 715-02397 2.000 EACH | 2355.00000 4710.00| 1150.00000 2300.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0085 715-02407 2.000 EACH | 3635.00000 7270.00| 1600.00000 3200.00| SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0086 715-03475 4.000 EACH | 465.00000 1860.00| 615.00000 2460.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0087 715-03584 2.000 EACH | 560.00000 1120.00| 650.00000 1300.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0088 715-05019 16.500 m | 230.00000 3795.00| 290.00000 4785.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0089 715-05048 19361.900 m | 6.65000 128756.64| 9.91000 191876.43| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0090 715-05053 3319.000 m | 34.76000 115368.44| 24.38000 80917.22| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0091 715-05123 20.500 m | 207.00000 4243.50| 163.00000 3341.50| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0092 715-05128 21.600 m | 525.00000 11340.00| 400.00000 8640.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0093 715-05151 223.500 m | 185.00000 41347.50| 111.00000 24808.50| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0094 715-05152 52.400 m | 310.00000 16244.00| 119.00000 6235.60| PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -7 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 715-05407 100.000 m | 67.00000 6700.00| 32.00000 3200.00| PIPE, END BENT DRAIN, 150 mm | | | 0096 715-08283 138.000 m2 | 132.00000 18216.00| 124.00000 17112.00| PCCP FOR STRUCTURE INSTALLATION | | | 0097 715-08307 51.000 Mg | 150.00000 7650.00| 77.00000 3927.00| HMA FOR STRUCTURE INSTALLATION, TYPE D | | | 0098 718-06528 137.000 EACH | 500.00000 68500.00| 618.00000 84666.00| OUTLET PROTECTOR, 1 | | | 0099 718-06532 2000.000 m | 3.73000 7460.00| 2.55000 5100.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0100 718-52610 3814.000 m3 | 29.95000 114229.30| 48.00000 183072.00| AGGREGATE FOR UNDERDRAINS | | | 0101 718-99153 35820.000 m2 | 0.62000 22208.40| 1.60000 57312.00| GEOTEXTILES FOR UNDERDRAIN | | | 0102 720-45041 8.000 EACH | 5800.00000 46400.00| 3000.00000 24000.00| INLET, H5 | | | 0103 720-45065 1.000 EACH | 4400.00000 4400.00| 2200.00000 2200.00| INLET, N12 | | | 0104 720-45069 1.000 EACH | 4200.00000 4200.00| 2300.00000 2300.00| INLET, P12 | | | 0105 720-45070 1.000 EACH | 3600.00000 3600.00| 2400.00000 2400.00| INLET, P12A | | | 0106 720-45075 2.000 EACH | 2100.00000 4200.00| 2100.00000 4200.00| INLET, R13 | | | 0107 801-03290 2.000 EACH | 395.00000 790.00| 150.00000 300.00| CONSTRUCTION SIGN, C | | | 0108 801-06207 6544.000 m | 3.15000 20613.60| 3.00000 19632.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0109 801-06640 16.000 EACH | 295.00000 4720.00| 150.00000 2400.00| CONSTRUCTION SIGN, A | | | 0110 801-06775 LUMP | 36390.74000 36390.74| 185775.00000 185775.00| MAINTAINING TRAFFIC | | | 0111 802-04893 11.000 EACH | 202.24000 2224.64| 211.00000 2321.00| REFERENCE POST | | | 0112 802-05701 115.900 m | 39.00000 4520.10| 57.00000 6606.30| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-05702 42.700 m | 38.00000 1622.60| 57.00000 2433.90| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -8 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 802-07137 2.000 EACH | 375.00000 750.00| 291.00000 582.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0115 802-07138 10.000 EACH | 395.00000 3950.00| 292.00000 2920.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0116 802-07151 8.000 EACH | 385.00000 3080.00| 293.00000 2344.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0117 802-07153 2.000 EACH | 430.00000 860.00| 322.00000 644.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0118 802-07158 1.000 EACH | 4466.00000 4466.00| 5400.00000 5400.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0119 802-07271 4.000 EACH | 5810.00000 23240.00| 6200.00000 24800.00| BOX TRUSS SIGN FOUNDATION, V-A | | | 0120 802-09221 2.000 EACH | 33244.00000 66488.00| 33000.00000 66000.00| BOX TRUSS SIGN STRUCTURE, TYPE A | | | 0121 802-76015 221.202 m2 | 166.00000 36719.53| 170.00000 37604.34| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0122 802-76025 4.650 m2 | 180.00000 837.00| 185.00000 860.25| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0123 802-76030 64.170 m2 | 155.00000 9946.35| 190.00000 12192.30| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0124 802-76035 1.620 m2 | 188.00000 304.56| 193.00000 312.66| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0125 802-76095 2167.260 kg | 7.85000 17012.99| 7.75000 16796.27| STRUCTURAL STEEL, BREAKAWAY | | | 0126 802-76140 1.000 EACH | 23895.00000 23895.00| 26000.00000 26000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0127 805-06592 332.000 m | 40.00000 13280.00| 46.00000 15272.00| CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0128 805-86889 810.000 m | 1.50000 1215.00| 1.50000 1215.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -9 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 805-98335 1772.000 m | 18.65000 33047.80| 24.00000 42528.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0130 805-98336 332.000 m | 19.00000 6308.00| 31.00000 10292.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0131 807-02191 7.000 EACH | 675.00000 4725.00| 656.00000 4592.00| HANDHOLE, LIGHTING | | | 0132 807-02193 24.000 EACH | 850.00000 20400.00| 1050.00000 25200.00| LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0133 807-82440 5.000 EACH | 23844.00000 119220.00| 26200.00000 131000.00| LIGHT POLE, HIGH MAST, 40 m E.M.H. | | | 0134 807-86620 24.000 EACH | 215.00000 5160.00| 220.00000 5280.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0135 807-86665 30.000 EACH | 660.00000 19800.00| 602.00000 18060.00| LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0136 807-86810 5.000 EACH | 3910.00000 19550.00| 4200.00000 21000.00| SERVICE POINT, II | | | 0137 807-86910 29.000 EACH | 30.00000 870.00| 45.52000 1320.08| CONNECTOR KIT, UNFUSED | | | 0138 807-86915 29.000 EACH | 30.00000 870.00| 50.00000 1450.00| CONNECTOR KIT, FUSED | | | 0139 807-86920 51.000 EACH | 10.00000 510.00| 23.00000 1173.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0140 807-86925 12.000 EACH | 48.00000 576.00| 23.00000 276.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0141 807-86930 58.000 EACH | 10.00000 580.00| 18.00000 1044.00| INSULATION LINK, NONWATERPROOFED | | | 0142 807-86935 28.000 EACH | 48.00000 1344.00| 20.55000 575.40| INSULATING LINK, WATERPROOFED | | | 0143 807-86950 29.000 EACH | 27.00000 783.00| 40.20000 1165.80| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0144 807-86955 3.000 EACH | 65.00000 195.00| 166.00000 498.00| CABLE DUCT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -10 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 807-95709 10.000 EACH | 25.00000 250.00| 55.00000 550.00| PHOTOCELLS | | | 0146 808-06702 9030.000 m | 1.32000 11919.60| 1.32000 11919.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0147 808-06703 12845.000 m | 1.07000 13744.15| 1.07000 13744.15| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0148 808-06705 1565.000 m | 4.15000 6494.75| 4.15000 6494.75| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0149 808-06706 125.000 m | 12.46000 1557.50| 12.48000 1560.00| LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0150 808-75215 93.000 m | 6.98000 649.14| 7.00000 651.00| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0151 808-75245 12800.000 m | 1.07000 13696.00| 1.07000 13696.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0152 808-75297 14.000 m | 12.46000 174.44| 12.50000 175.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0153 808-75320 2.000 EACH | 65.00000 130.00| 65.00000 130.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0154 808-75325 1.000 EACH | 95.00000 95.00| 95.00000 95.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0155 808-75998 836.000 EACH | 13.85000 11578.60| 14.00000 11704.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0156 215-09385 1815.000 Mg | 115.00000 208725.00| 115.00000 208725.00| CHEMICAL MODIFIER, SOILS, MODIFYING WET | | | FILL SOIL, CHEMICAL MODIFIER | | | 0157 205-09543 150.000 Mg | 30.00000 4500.00| 13.00000 1950.00| NO 2 STONE | | | 0158 801-09133 2.000 EACH | 10700.00000 21400.00| 12000.00000 24000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0159 715-46020 2.000 EACH | 995.00000 1990.00| 1050.00000 2100.00| PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 170 -11 TABULATION OF BIDS ROUTE : 641 CALL ORDER : 170 CONTRACT ID : IR-28976-A COUNTIES : VIGO LETTING DATE : 03/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 715-46005 2.000 EACH | 850.00000 1700.00| 800.00000 1600.00| PIPE END SECTION, 375 mm | | | SECTION TOTALS | $ 10,076,905.57| $ 11,891,153.44| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,076,905.57| $ 11,891,153.44| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 09/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710723 0710733 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 2,272,830.94 100.0000% 2 35-1057237 R L MCCOY INC $ 2,581,805.83 113.5943% 3 32-0154474 JCI BRIDGE GROUP INC $ 2,646,928.71 116.4596% 4 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 2,749,620.69 120.9778% 5 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,832,242.65 124.6130% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 2,961,884.57 130.3170% 7 35-1068009 DYER CONSTRUCTION CO $ 3,234,623.10 142.3169% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474 |PRIMCO INC |R L MCCOY INC |JCI BRIDGE GROUP 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 | 52795.13000 52795.13| 18000.00000 18000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 175.00000 350.00| 150.00000 300.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 20.000 MOS | 145.00000 2900.00| 75.00000 1500.00| 100.00000 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 109-08440 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 | 113641.55000 113641.55| 130000.00000 130000.00| 133000.00000 133000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 45456.61000 45456.61| 52000.00000 52000.00| 125000.00000 125000.00 CLEARING RIGHT OF WAY | | | 0014 202-74045 4.000 EACH | 50.00000 200.00| 120.00000 480.00| 25.00000 100.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0015 203-02000 16956.340 CYS | 7.28000 123442.16| 4.50000 76303.53| 4.50000 76303.53 EXCAVATION, COMMON | | | 0016 203-02070 52182.010 CYS | 3.00000 156546.03| 7.40000 386146.87| 7.40000 386146.87 BORROW | | | 0017 205-03371 522.500 CYS | 9.50000 4963.75| 10.00000 5225.00| 10.00000 5225.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474 |PRIMCO INC |R L MCCOY INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06930 11.400 TON | 95.93000 1093.60| 62.00000 706.80| 62.00000 706.80 SPLASHPAD, RIPRAP | | | 0019 205-06931 219.200 TON | 45.00000 9864.00| 57.00000 12494.40| 57.00000 12494.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 10.000 EACH | 132.00000 1320.00| 90.00000 900.00| 90.00000 900.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06935 1.000 EACH | 3000.00000 3000.00| 1700.00000 1700.00| 1700.00000 1700.00 TEMPORARY SEDIMENT BASIN | | | 0022 205-06936 126.500 TON | 42.00000 5313.00| 69.00000 8728.50| 69.00000 8728.50 TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 500.000 LFT | 3.69000 1845.00| 1.98000 990.00| 1.98000 990.00 TEMPORARY SILT FENCE | | | 0024 205-06938 137.000 LFT | 20.00000 2740.00| 25.00000 3425.00| 25.00000 3425.00 TEMPORARY SLOPE DRAIN | | | 0025 206-51230 210.100 CYS | 25.06000 5265.11| 25.00000 5252.50| 15.00000 3151.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 207-08267 14950.590 SYS | 6.00000 89703.54| 7.00000 104654.13| 7.00000 104654.13 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-02050 53.100 CYS | 60.00000 3186.00| 100.00000 5310.00| 29.42000 1562.20 B BORROW | | | 0028 211-09264 62.800 CYS | 10.98000 689.54| 50.00000 3140.00| 50.00000 3140.00 STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09265 30.000 CYS | 39.45000 1183.50| 72.00000 2160.00| 72.00000 2160.00 STRUCTURE BACKFILL, TYPE 2 | | | 0030 211-09266 2374.500 CYS | 30.00000 71235.00| 15.00000 35617.50| 27.00000 64111.50 STRUCTURE BACKFILL, TYPE 3 | | | 0031 301-07448 11.800 TON | 39.00000 460.20| 34.00000 401.20| 30.00000 354.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 302-07455 26.900 CYS | 80.00000 2152.00| 60.00000 1614.00| 45.00000 1210.50 DENSE GRADED SUBBASE | | | 0033 302-08562 19.000 TON | 45.00000 855.00| 60.00000 1140.00| 40.00000 760.00 COARSE AGGREGATE, 8 | | | 0034 303-01180 665.130 TON | 29.00000 19288.77| 20.00000 13302.60| 22.50000 14965.43 COMPACTED AGGREGATE, NO. 53 | | | 0035 303-08210 242.280 TON | 31.56000 7646.36| 23.00000 5572.44| 23.00000 5572.44 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0036 401-07320 1050.140 TON | 65.00000 68259.10| 58.00000 60908.12| 56.00000 58807.84 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474 |PRIMCO INC |R L MCCOY INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 401-07389 1765.230 TON | 53.00000 93557.19| 53.00000 93557.19| 50.00000 88261.50 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0038 401-07406 5910.960 TON | 50.00000 295548.00| 52.00000 307369.92| 50.00000 295548.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0039 406-05520 10.030 TON | 50.00000 501.50| 0.01000 0.10| 0.01000 0.10 ASPHALT FOR TACK COAT | | | 0040 601-01522 4.000 EACH | 2165.00000 8660.00| 2165.00000 8660.00| 2165.00000 8660.00 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-94689 4.000 EACH | 2490.00000 9960.00| 2490.00000 9960.00| 2490.00000 9960.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-97774 4.000 EACH | 690.00000 2760.00| 690.00000 2760.00| 690.00000 2760.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0043 601-99105 237.500 LFT | 15.60000 3705.00| 15.60000 3705.00| 15.60000 3705.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0044 602-06729 18.000 EACH | 11.65000 209.70| 10.00000 180.00| 8.00000 144.00 BARRIER DELINEATOR | | | 0045 603-06060 1950.000 LFT | 6.70000 13065.00| 6.70000 13065.00| 6.70000 13065.00 FENCE, FARM FIELD, RESET | | | 0046 609-06257 161.200 SYS | 80.00000 12896.00| 100.00000 16120.00| 75.00000 12090.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0047 610-07487 62.980 TON | 95.00000 5983.10| 300.00000 18894.00| 400.00000 25192.00 HMA FOR APPROACHES, TYPE B | | | 0048 611-06497 3.000 EACH | 192.00000 576.00| 160.00000 480.00| 160.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06490 39.000 EACH | 135.00000 5265.00| 135.00000 5265.00| 135.00000 5265.00 RIGHT OF WAY MARKER | | | 0050 615-06505 15.000 EACH | 700.00000 10500.00| 700.00000 10500.00| 700.00000 10500.00 MONUMENT, B | | | 0051 615-06510 4.000 EACH | 540.00000 2160.00| 540.00000 2160.00| 540.00000 2160.00 MONUMENT, C | | | 0052 615-06527 1.000 EACH | 550.00000 550.00| 550.00000 550.00| 550.00000 550.00 MONUMENT, SECTION CORNER | | | 0053 616-02320 776.000 SYS | 1.56000 1210.56| 2.50000 1940.00| 3.00000 2328.00 GEOTEXTILES | | | 0054 616-05688 14.800 TON | 78.00000 1154.40| 67.00000 991.60| 67.00000 991.60 RIPRAP, CLASS 1 | | | 0055 616-06405 566.500 TON | 46.70000 26455.55| 38.00000 21527.00| 38.00000 21527.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474 |PRIMCO INC |R L MCCOY INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-01004 4.000 EACH | 375.00000 1500.00| 375.00000 1500.00| 375.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06545 3.290 TON | 1400.00000 4606.00| 1400.00000 4606.00| 1400.00000 4606.00 FERTILIZER | | | 0058 621-06553 1079.680 LBS | 3.71000 4005.61| 3.71000 4005.61| 3.71000 4005.61 SEED MIXTURE, R | | | 0059 621-06557 1127.740 LBS | 2.24000 2526.14| 2.24000 2526.14| 2.24000 2526.14 SEED MIXTURE, T | | | 0060 621-06565 27.740 TON | 300.00000 8322.00| 300.00000 8322.00| 300.00000 8322.00 MULCHING MATERIAL | | | 0061 621-06567 19.000 kGAL | 1.00000 19.00| 1.00000 19.00| 1.00000 19.00 WATER | | | 0062 621-06570 6064.730 CYS | 4.27000 25896.40| 7.40000 44879.00| 7.40000 44879.00 TOP SOIL | | | 0063 621-06574 1039.000 SYS | 3.08000 3200.12| 3.84000 3989.76| 2.88000 2992.32 SODDING | | | 0064 621-06575 4726.000 SYS | 3.08000 14556.08| 3.84000 18147.84| 2.89000 13658.14 SODDING, NURSERY | | | 0065 628-09402 10.000 MOS | 1800.00000 18000.00| 1800.00000 18000.00| 2400.00000 24000.00 FIELD OFFICE, B | | | 0066 701-06011 3.000 EACH | 2000.00000 6000.00| 1000.00000 3000.00| 750.00000 2250.00 DYNAMIC PILE LOAD TEST | | | 0067 701-06012 3.000 EACH | 1450.00000 4350.00| 1000.00000 3000.00| 750.00000 2250.00 TEST PILE, RESTRIKE | | | 0068 701-06027 3.000 EACH | 3000.00000 9000.00| 1500.00000 4500.00| 2000.00000 6000.00 TEST PILE | | | 0069 701-51195 2681.000 LFT | 40.00000 107240.00| 38.00000 101878.00| 46.00000 123326.00 PILE, STEEL H, HP 12" X 53 | | | 0070 702-51005 118.000 CYS | 335.00000 39530.00| 600.00000 70800.00| 400.00000 47200.00 CONCRETE, A, SUBSTRUCTURE | | | 0071 702-51015 29.000 CYS | 235.00000 6815.00| 450.00000 13050.00| 250.00000 7250.00 CONCRETE, B, FOOTINGS | | | 0072 703-06028 14487.000 LBS | 0.85000 12313.95| 0.75000 10865.25| 0.78000 11299.86 REINFORCING BARS | | | 0073 703-06029 93836.000 LBS | 0.90000 84452.40| 0.80000 75068.80| 0.83000 77883.88 REINFORCING BARS, EPOXY COATED | | | 0074 704-51002 257.600 CYS | 525.00000 135240.00| 575.00000 148120.00| 435.00000 112056.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474 |PRIMCO INC |R L MCCOY INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 706-05732 4.000 EACH | 860.00000 3440.00| 1500.00000 6000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0076 706-08496 32.000 SYS | 185.00000 5920.00| 125.00000 4000.00| 110.00000 3520.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0077 706-51020 46.300 CYS | 505.00000 23381.50| 575.00000 26622.50| 500.00000 23150.00 CONCRETE, C, RAILING | | | 0078 707-07605 818.000 LFT | 245.00000 200410.00| 350.00000 286300.00| 365.00000 298570.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0079 709-51821 LUMP | 19267.05000 19267.05| 33350.00000 33350.00| 14900.00000 14900.00 SURFACE SEAL | | | 0080 714-94664 127.000 LFT | 300.00000 38100.00| 260.00000 33020.00| 260.00000 33020.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 3' X 3' | | | 0081 715-05119 44.000 LFT | 34.00000 1496.00| 29.00000 1276.00| 29.00000 1276.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0082 715-05123 130.000 LFT | 44.00000 5720.00| 40.00000 5200.00| 40.00000 5200.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0083 715-05125 216.000 LFT | 50.00000 10800.00| 52.00000 11232.00| 52.00000 11232.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0084 715-05128 311.000 LFT | 100.00000 31100.00| 85.00000 26435.00| 85.00000 26435.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0085 715-05169 114.000 LFT | 34.00000 3876.00| 25.00000 2850.00| 25.00000 2850.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0086 715-06004 4.000 EACH | 1800.00000 7200.00| 2650.00000 10600.00| 2650.00000 10600.00 CONCRETE ANCHOR, 48 IN. | | | 0087 715-46005 8.000 EACH | 450.00000 3600.00| 250.00000 2000.00| 250.00000 2000.00 PIPE END SECTION, 15 IN. | | | 0088 715-46020 2.000 EACH | 650.00000 1300.00| 420.00000 840.00| 420.00000 840.00 PIPE END SECTION, 24 IN. | | | 0089 715-46030 4.000 EACH | 830.00000 3320.00| 500.00000 2000.00| 500.00000 2000.00 PIPE END SECTION, 30 IN. | | | 0090 731-93945 3510.000 SFT | 19.50000 68445.00| 16.00000 56160.00| 20.00000 70200.00 FACE PANELS, CONCRETE | | | 0091 731-93946 3510.000 SFT | 10.50000 36855.00| 15.00000 52650.00| 12.00000 42120.00 WALL ERECTION | | | 0092 731-93947 227.000 LFT | 40.00000 9080.00| 30.00000 6810.00| 30.00000 6810.00 LEVELING PAD, CONCRETE | | | 0093 801-03290 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 179.00000 1074.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474 |PRIMCO INC |R L MCCOY INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 801-04308 6.000 EACH | 210.00000 1260.00| 210.00000 1260.00| 189.00000 1134.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06625 29.000 EACH | 60.00000 1740.00| 60.00000 1740.00| 85.00000 2465.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0096 801-06640 21.000 EACH | 99.00000 2079.00| 99.00000 2079.00| 128.00000 2688.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 2.000 EACH | 30.00000 60.00| 30.00000 60.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0098 801-06775 LUMP | 2142.40000 2142.40| 1500.00000 1500.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0099 801-07119 192.000 LFT | 12.00000 2304.00| 12.00000 2304.00| 11.95000 2294.40 BARRICADE, III-B | | | 0100 802-05701 143.500 LFT | 13.50000 1937.25| 13.50000 1937.25| 10.20000 1463.70 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0101 802-76025 62.500 SFT | 24.00000 1500.00| 24.00000 1500.00| 12.52000 782.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0102 802-76035 19.000 SFT | 23.30000 442.70| 23.30000 442.70| 35.47000 673.93 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0103 808-03631 8605.150 LFT | 0.25000 2151.29| 0.31000 2667.60| 0.25000 2151.29 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0104 808-03632 13823.000 LFT | 0.25000 3455.75| 0.31000 4285.13| 0.25000 3455.75 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0105 808-04896 100.000 LFT | 0.25000 25.00| 0.31000 31.00| 0.25000 25.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0106 808-06716 2775.000 LFT | 0.49000 1359.75| 0.49000 1359.75| 0.45000 1248.75 LINE, REMOVE | | | 0107 808-74805 26.000 LFT | 18.10000 470.60| 17.35000 451.10| 18.10000 470.60 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 2,272,830.94| $ 2,581,805.83| $ 2,646,928.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,272,830.94| $ 2,581,805.83| $ 2,646,928.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1106884 |( 5 ) 35-1035114 |( 6 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION 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 | 99000.00000 99000.00| 50000.00000 50000.00| 33800.00000 33800.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 100.00000 200.00| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 20.000 MOS | 100.00000 2000.00| 100.00000 2000.00| 200.00000 4000.00 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 | 135000.00000 135000.00| 115000.00000 115000.00| 215000.00000 215000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 55000.00000 55000.00| 50000.00000 50000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0014 202-74045 4.000 EACH | 50.00000 200.00| 125.00000 500.00| 120.00000 480.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0015 203-02000 16956.340 CYS | 4.50000 76303.53| 7.00000 118694.38| 10.00000 169563.40 EXCAVATION, COMMON | | | 0016 203-02070 52182.010 CYS | 7.40000 386146.87| 4.00000 208728.04| 11.10000 579220.31 BORROW | | | 0017 205-03371 522.500 CYS | 10.00000 5225.00| 19.00000 9927.50| 25.00000 13062.50 SEDIMENT, REMOVE | | | 0018 205-06930 11.400 TON | 62.00000 706.80| 80.00000 912.00| 130.00000 1482.00 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1106884 |( 5 ) 35-1035114 |( 6 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 219.200 TON | 57.00000 12494.40| 66.00000 14467.20| 60.00000 13152.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 10.000 EACH | 150.00000 1500.00| 90.00000 900.00| 90.00000 900.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06935 1.000 EACH | 1700.00000 1700.00| 700.00000 700.00| 2500.00000 2500.00 TEMPORARY SEDIMENT BASIN | | | 0022 205-06936 126.500 TON | 69.00000 8728.50| 66.00000 8349.00| 85.00000 10752.50 TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 500.000 LFT | 3.00000 1500.00| 1.98000 990.00| 2.00000 1000.00 TEMPORARY SILT FENCE | | | 0024 205-06938 137.000 LFT | 25.00000 3425.00| 36.00000 4932.00| 50.00000 6850.00 TEMPORARY SLOPE DRAIN | | | 0025 206-51230 210.100 CYS | 13.37000 2809.04| 40.00000 8404.00| 15.00000 3151.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 207-08267 14950.590 SYS | 7.00000 104654.13| 7.00000 104654.13| 6.65000 99421.42 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-02050 53.100 CYS | 38.25000 2031.08| 70.00000 3717.00| 59.00000 3132.90 B BORROW | | | 0028 211-09264 62.800 CYS | 50.00000 3140.00| 15.00000 942.00| 28.00000 1758.40 STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09265 30.000 CYS | 72.00000 2160.00| 15.00000 450.00| 28.00000 840.00 STRUCTURE BACKFILL, TYPE 2 | | | 0030 211-09266 2374.500 CYS | 21.46000 50956.77| 20.00000 47490.00| 27.00000 64111.50 STRUCTURE BACKFILL, TYPE 3 | | | 0031 301-07448 11.800 TON | 25.27000 298.19| 105.00000 1239.00| 49.00000 578.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 302-07455 26.900 CYS | 65.00000 1748.50| 58.00000 1560.20| 45.00000 1210.50 DENSE GRADED SUBBASE | | | 0033 302-08562 19.000 TON | 48.22000 916.18| 84.00000 1596.00| 40.00000 760.00 COARSE AGGREGATE, 8 | | | 0034 303-01180 665.130 TON | 25.27000 16807.84| 22.00000 14632.86| 21.00000 13967.73 COMPACTED AGGREGATE, NO. 53 | | | 0035 303-08210 242.280 TON | 23.00000 5572.44| 38.00000 9206.64| 27.00000 6541.56 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0036 401-07320 1050.140 TON | 56.00000 58807.84| 56.00000 58807.84| 58.00000 60908.12 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0037 401-07389 1765.230 TON | 50.00000 88261.50| 50.00000 88261.50| 53.00000 93557.19 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1106884 |( 5 ) 35-1035114 |( 6 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-07406 5910.960 TON | 50.00000 295548.00| 50.00000 295548.00| 51.75000 305892.18 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0039 406-05520 10.030 TON | 0.01000 0.10| 0.01000 0.10| 1.00000 10.03 ASPHALT FOR TACK COAT | | | 0040 601-01522 4.000 EACH | 1800.00000 7200.00| 2165.00000 8660.00| 2165.00000 8660.00 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-94689 4.000 EACH | 2400.00000 9600.00| 2490.00000 9960.00| 2490.00000 9960.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-97774 4.000 EACH | 1000.00000 4000.00| 690.00000 2760.00| 690.00000 2760.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0043 601-99105 237.500 LFT | 22.00000 5225.00| 15.60000 3705.00| 15.60000 3705.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0044 602-06729 18.000 EACH | 6.00000 108.00| 4.95000 89.10| 14.00000 252.00 BARRIER DELINEATOR | | | 0045 603-06060 1950.000 LFT | 5.50000 10725.00| 6.70000 13065.00| 6.70000 13065.00 FENCE, FARM FIELD, RESET | | | 0046 609-06257 161.200 SYS | 70.65000 11388.78| 125.00000 20150.00| 75.00000 12090.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0047 610-07487 62.980 TON | 400.00000 25192.00| 400.00000 25192.00| 95.00000 5983.10 HMA FOR APPROACHES, TYPE B | | | 0048 611-06497 3.000 EACH | 140.00000 420.00| 160.00000 480.00| 160.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06490 39.000 EACH | 130.00000 5070.00| 135.00000 5265.00| 135.00000 5265.00 RIGHT OF WAY MARKER | | | 0050 615-06505 15.000 EACH | 470.00000 7050.00| 700.00000 10500.00| 700.00000 10500.00 MONUMENT, B | | | 0051 615-06510 4.000 EACH | 270.00000 1080.00| 540.00000 2160.00| 540.00000 2160.00 MONUMENT, C | | | 0052 615-06527 1.000 EACH | 340.00000 340.00| 550.00000 550.00| 550.00000 550.00 MONUMENT, SECTION CORNER | | | 0053 616-02320 776.000 SYS | 2.50000 1940.00| 2.00000 1552.00| 2.25000 1746.00 GEOTEXTILES | | | 0054 616-05688 14.800 TON | 67.00000 991.60| 77.00000 1139.60| 76.00000 1124.80 RIPRAP, CLASS 1 | | | 0055 616-06405 566.500 TON | 38.00000 21527.00| 28.00000 15862.00| 45.00000 25492.50 RIPRAP, REVETMENT | | | 0056 621-01004 4.000 EACH | 375.00000 1500.00| 375.00000 1500.00| 375.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1106884 |( 5 ) 35-1035114 |( 6 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06545 3.290 TON | 1400.00000 4606.00| 1400.00000 4606.00| 1400.00000 4606.00 FERTILIZER | | | 0058 621-06553 1079.680 LBS | 3.71000 4005.61| 3.71000 4005.61| 3.71000 4005.61 SEED MIXTURE, R | | | 0059 621-06557 1127.740 LBS | 2.24000 2526.14| 2.24000 2526.14| 2.24000 2526.14 SEED MIXTURE, T | | | 0060 621-06565 27.740 TON | 300.00000 8322.00| 300.00000 8322.00| 300.00000 8322.00 MULCHING MATERIAL | | | 0061 621-06567 19.000 kGAL | 1.00000 19.00| 1.00000 19.00| 1.00000 19.00 WATER | | | 0062 621-06570 6064.730 CYS | 7.40000 44879.00| 3.00000 18194.19| 15.00000 90970.95 TOP SOIL | | | 0063 621-06574 1039.000 SYS | 3.78000 3927.42| 2.88000 2992.32| 2.88000 2992.32 SODDING | | | 0064 621-06575 4726.000 SYS | 3.78000 17864.28| 2.88000 13610.88| 2.88000 13610.88 SODDING, NURSERY | | | 0065 628-09402 10.000 MOS | 2450.00000 24500.00| 2000.00000 20000.00| 2000.00000 20000.00 FIELD OFFICE, B | | | 0066 701-06011 3.000 EACH | 1500.00000 4500.00| 450.00000 1350.00| 750.00000 2250.00 DYNAMIC PILE LOAD TEST | | | 0067 701-06012 3.000 EACH | 3000.00000 9000.00| 650.00000 1950.00| 750.00000 2250.00 TEST PILE, RESTRIKE | | | 0068 701-06027 3.000 EACH | 2270.00000 6810.00| 1300.00000 3900.00| 2000.00000 6000.00 TEST PILE | | | 0069 701-51195 2681.000 LFT | 48.00000 128688.00| 25.00000 67025.00| 46.00000 123326.00 PILE, STEEL H, HP 12" X 53 | | | 0070 702-51005 118.000 CYS | 750.00000 88500.00| 800.00000 94400.00| 400.00000 47200.00 CONCRETE, A, SUBSTRUCTURE | | | 0071 702-51015 29.000 CYS | 500.00000 14500.00| 500.00000 14500.00| 250.00000 7250.00 CONCRETE, B, FOOTINGS | | | 0072 703-06028 14487.000 LBS | 0.70000 10140.90| 1.50000 21730.50| 0.78000 11299.86 REINFORCING BARS | | | 0073 703-06029 93836.000 LBS | 0.76000 71315.36| 1.50000 140754.00| 0.83000 77883.88 REINFORCING BARS, EPOXY COATED | | | 0074 704-51002 257.600 CYS | 470.00000 121072.00| 900.00000 231840.00| 435.00000 112056.00 CONCRETE, C, SUPERSTRUCTURE | | | 0075 706-05732 4.000 EACH | 1770.00000 7080.00| 3000.00000 12000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0076 706-08496 32.000 SYS | 115.00000 3680.00| 150.00000 4800.00| 110.00000 3520.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1106884 |( 5 ) 35-1035114 |( 6 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 706-51020 46.300 CYS | 635.00000 29400.50| 750.00000 34725.00| 500.00000 23150.00 CONCRETE, C, RAILING | | | 0078 707-07605 818.000 LFT | 450.00000 368100.00| 650.00000 531700.00| 325.00000 265850.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0079 709-51821 LUMP | 12425.00000 12425.00| 22000.00000 22000.00| 14900.00000 14900.00 SURFACE SEAL | | | 0080 714-94664 127.000 LFT | 260.00000 33020.00| 220.00000 27940.00| 285.00000 36195.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 3' X 3' | | | 0081 715-05119 44.000 LFT | 29.00000 1276.00| 30.00000 1320.00| 54.00000 2376.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0082 715-05123 130.000 LFT | 40.00000 5200.00| 33.00000 4290.00| 58.00000 7540.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0083 715-05125 216.000 LFT | 52.00000 11232.00| 40.00000 8640.00| 63.00000 13608.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0084 715-05128 311.000 LFT | 85.00000 26435.00| 49.00000 15239.00| 83.00000 25813.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0085 715-05169 114.000 LFT | 25.00000 2850.00| 28.00000 3192.00| 52.00000 5928.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0086 715-06004 4.000 EACH | 2650.00000 10600.00| 800.00000 3200.00| 1500.00000 6000.00 CONCRETE ANCHOR, 48 IN. | | | 0087 715-46005 8.000 EACH | 250.00000 2000.00| 350.00000 2800.00| 730.00000 5840.00 PIPE END SECTION, 15 IN. | | | 0088 715-46020 2.000 EACH | 420.00000 840.00| 400.00000 800.00| 790.00000 1580.00 PIPE END SECTION, 24 IN. | | | 0089 715-46030 4.000 EACH | 500.00000 2000.00| 550.00000 2200.00| 970.00000 3880.00 PIPE END SECTION, 30 IN. | | | 0090 731-93945 3510.000 SFT | 18.00000 63180.00| 15.00000 52650.00| 20.00000 70200.00 FACE PANELS, CONCRETE | | | 0091 731-93946 3510.000 SFT | 11.00000 38610.00| 10.00000 35100.00| 12.00000 42120.00 WALL ERECTION | | | 0092 731-93947 227.000 LFT | 24.50000 5561.50| 11.00000 2497.00| 30.00000 6810.00 LEVELING PAD, CONCRETE | | | 0093 801-03290 6.000 EACH | 165.00000 990.00| 179.00000 1074.00| 150.00000 900.00 CONSTRUCTION SIGN, C | | | 0094 801-04308 6.000 EACH | 325.00000 1950.00| 189.00000 1134.00| 210.00000 1260.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06625 29.000 EACH | 115.00000 3335.00| 85.00000 2465.00| 60.00000 1740.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1106884 |( 5 ) 35-1035114 |( 6 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY I |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-06640 21.000 EACH | 130.00000 2730.00| 128.00000 2688.00| 99.00000 2079.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 2.000 EACH | 65.00000 130.00| 45.00000 90.00| 30.00000 60.00 CONSTRUCTION SIGN, B | | | 0098 801-06775 LUMP | 1645.00000 1645.00| 50000.00000 50000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0099 801-07119 192.000 LFT | 15.75000 3024.00| 11.95000 2294.40| 12.00000 2304.00 BARRICADE, III-B | | | 0100 802-05701 143.500 LFT | 20.00000 2870.00| 10.20000 1463.70| 13.50000 1937.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0101 802-76025 62.500 SFT | 18.00000 1125.00| 12.52000 782.50| 24.00000 1500.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0102 802-76035 19.000 SFT | 22.00000 418.00| 35.47000 673.93| 23.30000 442.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0103 808-03631 8605.150 LFT | 0.25000 2151.29| 0.25000 2151.29| 0.25000 2151.29 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0104 808-03632 13823.000 LFT | 0.20000 2764.60| 0.25000 3455.75| 0.25000 3455.75 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0105 808-04896 100.000 LFT | 0.45000 45.00| 0.25000 25.00| 0.25000 25.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0106 808-06716 2775.000 LFT | 0.40000 1110.00| 0.45000 1248.75| 1.00000 2775.00 LINE, REMOVE | | | 0107 808-74805 26.000 LFT | 10.00000 260.00| 18.10000 470.60| 18.10000 470.60 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 2,749,620.69| $ 2,832,242.65| $ 2,961,884.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,749,620.69| $ 2,832,242.65| $ 2,961,884.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1068009 |( ) |( ) |DYER CONSTRUCTION CO | | 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 | 51078.21000 51078.21| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 189.03000 378.06| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 20.000 MOS | 107.12000 2142.40| | 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 | 253663.34000 253663.34| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 12980.00000 12980.00| | CLEARING RIGHT OF WAY | | | 0014 202-74045 4.000 EACH | 596.05000 2384.20| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0015 203-02000 16956.340 CYS | 6.61000 112081.41| | EXCAVATION, COMMON | | | 0016 203-02070 52182.010 CYS | 14.00000 730548.14| | BORROW | | | 0017 205-03371 522.500 CYS | 14.21000 7424.73| | SEDIMENT, REMOVE | | | 0018 205-06930 11.400 TON | 90.99000 1037.29| | SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1068009 |( ) |( ) |DYER CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 219.200 TON | 55.82000 12235.74| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 10.000 EACH | 90.00000 900.00| | TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06935 1.000 EACH | 4818.21000 4818.21| | TEMPORARY SEDIMENT BASIN | | | 0022 205-06936 126.500 TON | 60.52000 7655.78| | TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 500.000 LFT | 3.83000 1915.00| | TEMPORARY SILT FENCE | | | 0024 205-06938 137.000 LFT | 39.32000 5386.84| | TEMPORARY SLOPE DRAIN | | | 0025 206-51230 210.100 CYS | 40.00000 8404.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 207-08267 14950.590 SYS | 9.83000 146964.30| | SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-02050 53.100 CYS | 23.71000 1259.00| | B BORROW | | | 0028 211-09264 62.800 CYS | 25.72000 1615.22| | STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09265 30.000 CYS | 38.69000 1160.70| | STRUCTURE BACKFILL, TYPE 2 | | | 0030 211-09266 2374.500 CYS | 20.00000 47490.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0031 301-07448 11.800 TON | 33.30000 392.94| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 302-07455 26.900 CYS | 75.00000 2017.50| | DENSE GRADED SUBBASE | | | 0033 302-08562 19.000 TON | 43.71000 830.49| | COARSE AGGREGATE, 8 | | | 0034 303-01180 665.130 TON | 23.73000 15783.53| | COMPACTED AGGREGATE, NO. 53 | | | 0035 303-08210 242.280 TON | 35.73000 8656.66| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0036 401-07320 1050.140 TON | 67.00000 70359.38| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0037 401-07389 1765.230 TON | 49.00000 86496.27| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -16 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1068009 |( ) |( ) |DYER CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-07406 5910.960 TON | 34.00000 200972.64| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0039 406-05520 10.030 TON | 150.00000 1504.50| | ASPHALT FOR TACK COAT | | | 0040 601-01522 4.000 EACH | 1800.00000 7200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-94689 4.000 EACH | 2400.00000 9600.00| | GUARDRAIL END TREATMENT, OS | | | 0042 601-97774 4.000 EACH | 1000.00000 4000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0043 601-99105 237.500 LFT | 22.00000 5225.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0044 602-06729 18.000 EACH | 4.95000 89.10| | BARRIER DELINEATOR | | | 0045 603-06060 1950.000 LFT | 5.50000 10725.00| | FENCE, FARM FIELD, RESET | | | 0046 609-06257 161.200 SYS | 100.00000 16120.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0047 610-07487 62.980 TON | 95.00000 5983.10| | HMA FOR APPROACHES, TYPE B | | | 0048 611-06497 3.000 EACH | 140.00000 420.00| | MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06490 39.000 EACH | 130.00000 5070.00| | RIGHT OF WAY MARKER | | | 0050 615-06505 15.000 EACH | 470.00000 7050.00| | MONUMENT, B | | | 0051 615-06510 4.000 EACH | 270.00000 1080.00| | MONUMENT, C | | | 0052 615-06527 1.000 EACH | 340.00000 340.00| | MONUMENT, SECTION CORNER | | | 0053 616-02320 776.000 SYS | 3.12000 2421.12| | GEOTEXTILES | | | 0054 616-05688 14.800 TON | 55.25000 817.70| | RIPRAP, CLASS 1 | | | 0055 616-06405 566.500 TON | 59.79000 33871.04| | RIPRAP, REVETMENT | | | 0056 621-01004 4.000 EACH | 375.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -17 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1068009 |( ) |( ) |DYER CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06545 3.290 TON | 1400.00000 4606.00| | FERTILIZER | | | 0058 621-06553 1079.680 LBS | 3.71000 4005.61| | SEED MIXTURE, R | | | 0059 621-06557 1127.740 LBS | 2.24000 2526.14| | SEED MIXTURE, T | | | 0060 621-06565 27.740 TON | 300.00000 8322.00| | MULCHING MATERIAL | | | 0061 621-06567 19.000 kGAL | 1.00000 19.00| | WATER | | | 0062 621-06570 6064.730 CYS | 15.62000 94731.08| | TOP SOIL | | | 0063 621-06574 1039.000 SYS | 2.88000 2992.32| | SODDING | | | 0064 621-06575 4726.000 SYS | 2.88000 13610.88| | SODDING, NURSERY | | | 0065 628-09402 10.000 MOS | 2475.00000 24750.00| | FIELD OFFICE, B | | | 0066 701-06011 3.000 EACH | 450.00000 1350.00| | DYNAMIC PILE LOAD TEST | | | 0067 701-06012 3.000 EACH | 650.00000 1950.00| | TEST PILE, RESTRIKE | | | 0068 701-06027 3.000 EACH | 1300.00000 3900.00| | TEST PILE | | | 0069 701-51195 2681.000 LFT | 25.00000 67025.00| | PILE, STEEL H, HP 12" X 53 | | | 0070 702-51005 118.000 CYS | 600.00000 70800.00| | CONCRETE, A, SUBSTRUCTURE | | | 0071 702-51015 29.000 CYS | 300.00000 8700.00| | CONCRETE, B, FOOTINGS | | | 0072 703-06028 14487.000 LBS | 1.00000 14487.00| | REINFORCING BARS | | | 0073 703-06029 93836.000 LBS | 1.10000 103219.60| | REINFORCING BARS, EPOXY COATED | | | 0074 704-51002 257.600 CYS | 700.00000 180320.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0075 706-05732 4.000 EACH | 2000.00000 8000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0076 706-08496 32.000 SYS | 135.00000 4320.00| | REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -18 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1068009 |( ) |( ) |DYER CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 706-51020 46.300 CYS | 700.00000 32410.00| | CONCRETE, C, RAILING | | | 0078 707-07605 818.000 LFT | 500.00000 409000.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0079 709-51821 LUMP | 35000.00000 35000.00| | SURFACE SEAL | | | 0080 714-94664 127.000 LFT | 289.48000 36763.96| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 3' X 3' | | | 0081 715-05119 44.000 LFT | 43.50000 1914.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0082 715-05123 130.000 LFT | 54.50000 7085.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0083 715-05125 216.000 LFT | 61.78000 13344.48| | PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0084 715-05128 311.000 LFT | 116.32000 36175.52| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0085 715-05169 114.000 LFT | 44.66000 5091.24| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0086 715-06004 4.000 EACH | 1627.72000 6510.88| | CONCRETE ANCHOR, 48 IN. | | | 0087 715-46005 8.000 EACH | 299.03000 2392.24| | PIPE END SECTION, 15 IN. | | | 0088 715-46020 2.000 EACH | 517.72000 1035.44| | PIPE END SECTION, 24 IN. | | | 0089 715-46030 4.000 EACH | 639.75000 2559.00| | PIPE END SECTION, 30 IN. | | | 0090 731-93945 3510.000 SFT | 15.00000 52650.00| | FACE PANELS, CONCRETE | | | 0091 731-93946 3510.000 SFT | 10.00000 35100.00| | WALL ERECTION | | | 0092 731-93947 227.000 LFT | 11.00000 2497.00| | LEVELING PAD, CONCRETE | | | 0093 801-03290 6.000 EACH | 179.00000 1074.00| | CONSTRUCTION SIGN, C | | | 0094 801-04308 6.000 EACH | 189.00000 1134.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06625 29.000 EACH | 85.00000 2465.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 180 -19 TABULATION OF BIDS ROUTE : CALL ORDER : 180 CONTRACT ID : IR-30115-A COUNTIES : MARSHALL LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1068009 |( ) |( ) |DYER CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-06640 21.000 EACH | 128.00000 2688.00| | CONSTRUCTION SIGN, A | | | 0097 801-06645 2.000 EACH | 45.00000 90.00| | CONSTRUCTION SIGN, B | | | 0098 801-06775 LUMP | 1860.00000 1860.00| | MAINTAINING TRAFFIC | | | 0099 801-07119 192.000 LFT | 11.95000 2294.40| | BARRICADE, III-B | | | 0100 802-05701 143.500 LFT | 10.20000 1463.70| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0101 802-76025 62.500 SFT | 12.52000 782.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0102 802-76035 19.000 SFT | 35.47000 673.93| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0103 808-03631 8605.150 LFT | 0.25000 2151.29| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0104 808-03632 13823.000 LFT | 0.25000 3455.75| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0105 808-04896 100.000 LFT | 0.25000 25.00| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0106 808-06716 2775.000 LFT | 1.00000 2775.00| | LINE, REMOVE | | | 0107 808-74805 26.000 LFT | 18.10000 470.60| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 3,234,623.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,234,623.10| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 190 -1 VENDOR RANKING CALL ORDER : 190 CONTRACT ID : IR-30156-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 05/21/09 COMPLETION DATE CONTRACT DESCRIPTION : Do Not Use - Urban - Old Code PROJECT(S) : 0710800 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 17,629.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 19,579.00 111.0613% 3 35-1128289 BEATY CONSTRUCTION INC $ 20,039.00 113.6707% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 26,894.00 152.5554% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 190 -2 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 190 CONTRACT ID : IR-30156-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1874009 |( 3 ) 35-1128289 |BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 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 110-01001 LUMP | 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02255 10.000 EACH | 50.00000 500.00| 180.00000 1800.00| 100.00000 1000.00 TREE, 18 IN., REMOVE | | | 0007 202-03000 LUMP | 14000.00000 14000.00| 14590.00000 14590.00| 15140.00000 15140.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | 0008 202-03729 15.000 LFT | 40.00000 600.00| 35.00000 525.00| 50.00000 750.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0009 205-06937 500.000 LFT | 0.50000 250.00| 0.10000 50.00| 0.50000 250.00 TEMPORARY SILT FENCE | | | 0010 621-06560 2300.000 SYS | 0.25000 575.00| 0.90000 2070.00| 0.65000 1495.00 MULCHED SEEDING, U | | | 0011 801-03290 2.000 EACH | 50.00000 100.00| 10.00000 20.00| 100.00000 200.00 CONSTRUCTION SIGN, C | | | 0012 801-06640 2.000 EACH | 50.00000 100.00| 10.00000 20.00| 100.00000 200.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 17,629.00| $ 19,579.00| $ 20,039.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,629.00| $ 19,579.00| $ 20,039.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 190 -3 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 190 CONTRACT ID : IR-30156-A COUNTIES : MARION LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2070195 |( ) |( ) |ALPHA EXCAVATING & LANDSCAPI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 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 110-01001 LUMP | 2000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02255 10.000 EACH | 190.00000 1900.00| | TREE, 18 IN., REMOVE | | | 0007 202-03000 LUMP | 16500.00000 16500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | 0008 202-03729 15.000 LFT | 209.00000 3135.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0009 205-06937 500.000 LFT | 2.35000 1175.00| | TEMPORARY SILT FENCE | | | 0010 621-06560 2300.000 SYS | 0.60000 1380.00| | MULCHED SEEDING, U | | | 0011 801-03290 2.000 EACH | 100.00000 200.00| | CONSTRUCTION SIGN, C | | | 0012 801-06640 2.000 EACH | 300.00000 600.00| | CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 26,894.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 26,894.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 07/30/11 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0200222 0600595 0600597 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 24,697,309.35 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 24,877,848.35 100.7310% 3 36-2231526 WALSH CONSTR COMPANY $ 26,059,851.69 105.5170% 4 34-4456871 MILLER BROS. CONSTRUCTION INC $ 26,437,126.83 107.0446% 35-1374866 PRIMCO INC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -2 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY 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 | 193829.66000 193829.66| 429000.00000 429000.00| 763353.40000 763353.40 CONSTRUCTION ENGINEERING | | | 0002 105-06899 6.000 EACH | 33.77000 202.62| 100.00000 600.00| 150.00000 900.00 RADIO | | | 0003 105-08520 6.000 EACH | 33.77000 202.62| 275.00000 1650.00| 150.00000 900.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 216.000 MOS | 35.12000 7585.92| 100.00000 21600.00| 80.00000 17280.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 216.000 MOS | 35.12000 7585.92| 50.00000 10800.00| 80.00000 17280.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 21661.55000 21661.55| 20000.00000 20000.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0015 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0016 110-01001 LUMP | 1234865.47000 1234865.47| 1250000.00000 1250000.00| 1302992.58000 1302992.58 MOBILIZATION AND DEMOBILIZATION | | | 0017 201-52370 LUMP | 35983.27000 35983.27| 750000.00000 750000.00| 260598.51000 260598.51 CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -3 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 11832.00000 11832.00| 10000.00000 10000.00| 75000.00000 75000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NOL 19 | | | 0019 203-02000 312750.000 CYS | 2.19000 684922.50| 3.00000 938250.00| 2.15000 672412.50 EXCAVATION, COMMON | | | 0020 203-02070 1760623.000 CYS | 3.06000 5387506.38| 2.30000 4049432.90| 3.00000 5281869.00 BORROW | | | 0021 204-02290 122.000 EACH | 64.26000 7839.72| 500.00000 61000.00| 63.00000 7686.00 SETTLEMENT PLATE | | | 0022 205-06930 62.400 TON | 34.68000 2164.03| 25.00000 1560.00| 34.00000 2121.60 SPLASHPAD, RIPRAP | | | 0023 205-06931 1555.000 TON | 46.92000 72960.60| 35.00000 54425.00| 46.00000 71530.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06932 648.000 LFT | 19.38000 12558.24| 10.00000 6480.00| 9.60000 6220.80 TEMPORARY CHECK DAM, STRAW BALES | | | 0025 205-06933 15.000 EACH | 76.50000 1147.50| 100.00000 1500.00| 100.00000 1500.00 TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06934 230.400 TON | 255.00000 58752.00| 325.00000 74880.00| 313.00000 72115.20 TEMPORARY MULCHING | | | 0027 205-06936 226.400 TON | 54.06000 12239.18| 25.00000 5660.00| 53.00000 11999.20 TEMPORARY SEDIMENT TRAP | | | 0028 205-06937 1720.000 LFT | 3.06000 5263.20| 5.00000 8600.00| 1.54000 2648.80 TEMPORARY SILT FENCE | | | 0029 205-06938 2020.000 LFT | 11.22000 22664.40| 8.50000 17170.00| 11.00000 22220.00 TEMPORARY SLOPE DRAIN | | | 0030 210-05873 LUMP | 2040.00000 2040.00| 7500.00000 7500.00| 2000.00000 2000.00 TESTING , PRESSURE, AND RECONNECTION | | | 0031 210-07314 815.000 LFT | 76.50000 62347.50| 62.00000 50530.00| 75.00000 61125.00 FORCE MAIN , 8 IN., 12 IN. HDPE CASING | | | 0032 210-07314 130.000 LFT | 47.94000 6232.20| 62.00000 8060.00| 47.00000 6110.00 FORCE MAIN , 8 IN., HDPE-11 | | | 0033 211-02050 26506.000 CYS | 20.40000 540722.40| 20.00000 530120.00| 25.00000 662650.00 B BORROW | | | 0034 211-04712 4900.000 CYS | 15.30000 74970.00| 30.00000 147000.00| 15.00000 73500.00 BACKFILL | | | 0035 211-06467 225.000 CYS | 61.20000 13770.00| 82.00000 18450.00| 26.96000 6066.00 AGGREGATE FOR END BENT BACKFILL | | | 0036 211-07454 5943.000 CYS | 30.09000 178824.87| 25.00000 148575.00| 18.36000 109113.48 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -4 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 211-09264 6881.000 CYS | 24.48000 168446.88| 16.50000 113536.50| 24.00000 165144.00 STRUCTURE BACKFILL, TYPE 1 | | | 0038 211-09266 23729.000 CYS | 30.09000 714005.61| 23.00000 545767.00| 25.00000 593225.00 STRUCTURE BACKFILL, TYPE 3 | | | 0039 215-07043 215687.000 SYS | 6.27000 1352357.49| 5.00000 1078435.00| 6.00000 1294122.00 CHEMICAL MODIFICATION, SOILS , LIME | | | STABILIZATION | | | 0040 301-07448 23899.000 TON | 14.00000 334586.00| 15.00000 358485.00| 15.03000 359201.97 COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 302-06464 29441.000 CYS | 27.51000 809921.91| 25.00000 736025.00| 33.25000 978913.25 SUBBASE FOR PCCP | | | 0042 302-07455 353.000 CYS | 76.50000 27004.50| 61.00000 21533.00| 81.69000 28836.57 DENSE GRADED SUBBASE | | | 0043 302-08562 367.000 TON | 23.46000 8609.82| 20.00000 7340.00| 16.49000 6051.83 COARSE AGGREGATE, 8 | | | 0044 303-01180 23924.000 TON | 14.00000 334936.00| 5.00000 119620.00| 5.01000 119859.24 COMPACTED AGGREGATE, NO. 53 | | | 0045 303-02051 13.800 TON | 61.20000 844.56| 20.00000 276.00| 96.52000 1331.98 STONE, NO 2 | | | 0046 303-04489 346.000 TON | 23.46000 8117.16| 20.00000 6920.00| 16.49000 5705.54 COMPACTED CRUSHED AGGREGATE, 8 | | | 0047 303-07449 56.000 TON | 25.00000 1400.00| 75.00000 4200.00| 38.63000 2163.28 COMPACTED AGGREGATE, NO. 73 | | | 0048 401-06264 LUMP | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROFILOGRAPH, HMA | | | 0049 401-07320 4871.000 TON | 67.00000 326357.00| 54.00000 263034.00| 54.12000 263618.52 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0050 401-07389 9937.000 TON | 65.00000 645905.00| 48.00000 476976.00| 48.10000 477969.70 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0051 401-07406 10648.000 TON | 65.00000 692120.00| 65.00000 692120.00| 65.14000 693610.72 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0052 402-07432 2505.000 TON | 40.00000 100200.00| 25.00000 62625.00| 25.05000 62750.25 HMA SURFACE, TYPE A | | | 0053 402-07433 1214.000 TON | 40.00000 48560.00| 25.00000 30350.00| 25.05000 30410.70 HMA SURFACE, TYPE B | | | 0054 402-07435 1637.000 TON | 20.00000 32740.00| 50.00000 81850.00| 50.11000 82030.07 HMA INTERMEDIATE, TYPE A | | | 0055 402-07438 2073.000 TON | 20.00000 41460.00| 25.00000 51825.00| 25.05000 51928.65 HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -5 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 402-07440 67.000 TON | 20.00000 1340.00| 95.00000 6365.00| 95.21000 6379.07 HMA BASE, TYPE A | | | 0057 402-07441 3222.000 TON | 20.00000 64440.00| 25.00000 80550.00| 25.05000 80711.10 HMA BASE, TYPE B | | | 0058 406-05520 36.600 TON | 50.00000 1830.00| 566.00000 20715.60| 567.22000 20760.25 ASPHALT FOR TACK COAT | | | 0059 501-06266 LUMP | 5245.34000 5245.34| 5245.34000 5245.34| 5245.34000 5245.34 PROFILOGRAPH, PCCP | | | 0061 503-05240 52844.000 LFT | 8.12000 429093.28| 8.00000 422752.00| 10.00000 528440.00 D-1 CONTRACTION JOINT | | | 0062 503-05310 544.000 LFT | 101.50000 55216.00| 150.00000 81600.00| 68.57000 37302.08 TERMINAL JOINT | | | 0063 601-01522 18.000 EACH | 1734.00000 31212.00| 1700.00000 30600.00| 1700.00000 30600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0064 601-06233 2.000 EACH | 8160.00000 16320.00| 8000.00000 16000.00| 8000.00000 16000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0066 601-94689 22.000 EACH | 2448.00000 53856.00| 2400.00000 52800.00| 2400.00000 52800.00 GUARDRAIL END TREATMENT, OS | | | 0067 601-94690 6.000 EACH | 3366.00000 20196.00| 3300.00000 19800.00| 3300.00000 19800.00 GUARDRAIL END TREATMENT, MS | | | 0070 601-99105 7156.250 LFT | 16.32000 116790.00| 16.00000 114500.00| 16.00000 114500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0071 601-99108 1362.500 LFT | 22.44000 30574.50| 22.00000 29975.00| 22.00000 29975.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0072 602-06729 52.000 EACH | 12.24000 636.48| 15.00000 780.00| 14.00000 728.00 BARRIER DELINEATOR | | | 0073 603-06040 37964.000 LFT | 4.91000 186403.24| 4.80000 182227.20| 4.81000 182606.84 FENCE, FARM FIELD, 47 IN. | | | 0074 605-06095 50.000 LFT | 25.50000 1275.00| 43.00000 2150.00| 43.00000 2150.00 CURB, INTEGRAL, B, CONCRETE | | | 0075 606-07484 73210.000 LFT | 0.11000 8053.10| 0.11000 8053.10| 0.01000 732.10 MILLED HMA SHOULDER CORRUGATIONS | | | 0076 607-06370 80.000 LFT | 183.60000 14688.00| 165.00000 13200.00| 165.00000 13200.00 PAVED SIDE DITCH, H | | | 0077 609-06259 522.800 SYS | 66.30000 34661.64| 78.00000 40778.40| 40.00000 20912.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0078 609-09231 1644.000 SYS | 122.40000 201225.60| 78.00000 128232.00| 50.00000 82200.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -6 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 611-06497 2.000 EACH | 132.60000 265.20| 130.00000 260.00| 130.00000 260.00 MAILBOX ASSEMBLY, SINGLE | | | 0080 611-06498 2.000 EACH | 163.20000 326.40| 160.00000 320.00| 160.00000 320.00 MAILBOX ASSEMBLY, DOUBLE | | | 0081 615-06490 26.000 EACH | 122.40000 3182.40| 120.00000 3120.00| 120.00000 3120.00 RIGHT OF WAY MARKER | | | 0082 615-06505 4.000 EACH | 479.40000 1917.60| 470.00000 1880.00| 470.00000 1880.00 MONUMENT, B | | | 0083 615-06510 10.000 EACH | 275.40000 2754.00| 270.00000 2700.00| 270.00000 2700.00 MONUMENT, C | | | 0084 615-06527 1.000 EACH | 336.60000 336.60| 330.00000 330.00| 330.00000 330.00 MONUMENT, SECTION CORNER | | | 0085 616-02320 3195.000 SYS | 2.04000 6517.80| 2.00000 6390.00| 2.00000 6390.00 GEOTEXTILES | | | 0086 616-06405 1135.600 TON | 23.46000 26641.18| 22.00000 24983.20| 23.00000 26118.80 RIPRAP, REVETMENT | | | 0087 621-01004 8.000 EACH | 586.50000 4692.00| 20.00000 160.00| 650.00000 5200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0088 621-06545 32.800 TON | 877.20000 28772.16| 1295.00000 42476.00| 1295.00000 42476.00 FERTILIZER | | | 0089 621-06553 13936.000 LBS | 2.71000 37766.56| 2.52000 35118.72| 2.21000 30798.56 SEED MIXTURE, R | | | 0090 621-06557 13816.000 LBS | 1.17000 16164.72| 2.05000 28322.80| 1.80000 24868.80 SEED MIXTURE, T | | | 0091 621-06565 164.000 TON | 326.40000 53529.60| 317.54000 52076.56| 279.00000 45756.00 MULCHING MATERIAL | | | 0092 621-06567 2405.000 kGAL | 2.35000 5651.75| 1.14000 2741.70| 1.00000 2405.00 WATER | | | 0093 621-06574 48106.500 SYS | 2.86000 137584.59| 2.82000 135660.33| 5.28000 254002.32 SODDING | | | 0094 621-06575 2210.000 SYS | 3.77000 8331.70| 2.82000 6232.20| 6.18000 13657.80 SODDING, NURSERY | | | 0095 621-96948 2.000 EACH | 2244.00000 4488.00| 1247.12000 2494.24| 2200.00000 4400.00 GATE VALVE, 8 IN. , WITH ROADWAY BOX | | | 0096 628-09403 36.000 MOS | 2278.36000 82020.96| 1707.13000 61456.68| 2014.44000 72519.84 FIELD OFFICE, C | | | 0097 628-09407 108.000 MOS | 218.36000 23582.88| 60.89000 6576.12| 83.33000 8999.64 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -7 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 701-06011 14.000 EACH | 1224.00000 17136.00| 3300.00000 46200.00| 2500.00000 35000.00 DYNAMIC PILE LOAD TEST | | | 0100 701-06012 14.000 EACH | 1326.00000 18564.00| 1150.00000 16100.00| 2500.00000 35000.00 TEST PILE, RESTRIKE | | | 0101 701-06027 14.000 EACH | 3570.00000 49980.00| 500.00000 7000.00| 1500.00000 21000.00 TEST PILE | | | 0102 701-90386 LUMP | 51000.00000 51000.00| 25000.00000 25000.00| 250000.00000 250000.00 TEMPORARY SHEET PILING , STR. NO. 2 | | | 0103 701-91792 100.000 EACH | 433.50000 43350.00| 165.00000 16500.00| 117.40000 11740.00 PILE TIP, STEEL H | | | 0104 701-93575 6746.000 LFT | 48.96000 330284.16| 60.00000 404760.00| 44.84000 302490.64 PILE, STEEL H, HP 14" X 73 | | | 0105 702-51005 82.500 CYS | 586.50000 48386.25| 650.00000 53625.00| 794.37000 65535.53 CONCRETE, A, SUBSTRUCTURE | | | 0106 702-51015 38.500 CYS | 408.00000 15708.00| 400.00000 15400.00| 525.00000 20212.50 CONCRETE, B, FOOTINGS | | | 0107 702-90915 2.000 CYS | 387.60000 775.20| 1000.00000 2000.00| 450.00000 900.00 CONCRETE, A | | | 0108 702-90915 1.500 CYS | 306.00000 459.00| 1000.00000 1500.00| 300.00000 450.00 CONCRETE, A , TURNOUT | | | 0109 702-92857 136.000 CYS | 535.50000 72828.00| 550.00000 74800.00| 700.00000 95200.00 CONCRETE, C, SUBSTRUCTURE | | | 0110 702-94656 236.000 CYS | 178.50000 42126.00| 400.00000 94400.00| 600.00000 141600.00 CONCRETE, B | | | 0111 703-06028 31085.000 LBS | 0.71000 22070.35| 0.75000 23313.75| 0.60000 18651.00 REINFORCING BARS | | | 0112 703-06029 376648.000 LBS | 0.77000 290018.96| 0.80000 301318.40| 0.67000 252354.16 REINFORCING BARS, EPOXY COATED | | | 0113 703-51032 103406.000 LBS | 0.77000 79622.62| 0.80000 82724.80| 0.67000 69282.02 REINFORCING STEEL, EPOXY COATED | | | 0114 704-51002 1472.000 CYS | 510.00000 750720.00| 475.00000 699200.00| 700.00000 1030400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0115 706-05732 4.000 EACH | 1275.00000 5100.00| 1500.00000 6000.00| 780.71000 3122.84 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0116 706-05734 24.000 EACH | 1377.00000 33048.00| 1550.00000 37200.00| 765.39000 18369.36 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0117 706-51020 107.160 CYS | 484.50000 51919.02| 425.00000 45543.00| 572.09000 61305.16 CONCRETE, C, RAILING | | | 0118 706-51025 465.500 LFT | 53.04000 24690.12| 50.00000 23275.00| 68.68000 31970.54 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -8 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 707-05984 772.000 LFT | 163.20000 125990.40| 187.00000 144364.00| 169.17000 130599.24 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0120 707-07605 1625.000 LFT | 198.90000 323212.50| 260.00000 422500.00| 237.00000 385125.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0121 707-08643 1130.000 LFT | 239.70000 270861.00| 305.00000 344650.00| 285.50000 322615.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 48 IN. | | | 0122 709-51821 LUMP | 2917.20000 2917.20| 2860.00000 2860.00| 2875.25000 2875.25 SURFACE SEAL , STR. NO. 2 | | | 0123 709-51821 LUMP | 3080.40000 3080.40| 3020.00000 3020.00| 3020.03000 3020.03 SURFACE SEAL , STR. NO. 3 | | | 0124 709-51821 LUMP | 2978.40000 2978.40| 2920.00000 2920.00| 2920.23000 2920.23 SURFACE SEAL , STR. NO. 4 | | | 0125 709-51821 LUMP | 4824.60000 4824.60| 4730.00000 4730.00| 4729.76000 4729.76 SURFACE SEAL , STR. NO. 5 | | | 0126 709-51821 LUMP | 4936.80000 4936.80| 4840.00000 4840.00| 4839.87000 4839.87 SURFACE SEAL , STR. NO. 6 | | | 0127 709-51821 LUMP | 6069.00000 6069.00| 5950.00000 5950.00| 5949.45000 5949.45 SURFACE SEAL , STR. NO. 7 | | | 0128 711-51035 1485.000 LBS | 5.10000 7573.50| 4.00000 5940.00| 0.99000 1470.15 STRUCTURAL STEEL | | | 0129 711-95290 51.000 LFT | 51.00000 2601.00| 50.00000 2550.00| 121.17000 6179.67 FIELD WELDING | | | 0130 715-01336 2.000 EACH | 3060.00000 6120.00| 3000.00000 6000.00| 3000.00000 6000.00 GATE VALVE, 12 IN. , WITH ROADWAY BOX | | | 0131 715-05019 1206.000 LFT | 47.94000 57815.64| 65.00000 78390.00| 47.00000 56682.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0132 715-05048 72954.000 LFT | 2.30000 167794.20| 2.00000 145908.00| 2.25000 164146.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0133 715-05053 18856.000 LFT | 7.14000 134631.84| 16.00000 301696.00| 7.00000 131992.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0134 715-05121 516.000 LFT | 39.78000 20526.48| 40.00000 20640.00| 39.00000 20124.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0135 715-05127 202.000 LFT | 63.24000 12774.48| 80.00000 16160.00| 62.00000 12524.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0136 715-05128 202.000 LFT | 75.48000 15246.96| 88.00000 17776.00| 74.00000 14948.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -9 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 715-05149 495.000 LFT | 21.42000 10602.90| 30.00000 14850.00| 21.00000 10395.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0138 715-05152 1231.000 LFT | 24.48000 30134.88| 30.00000 36930.00| 24.00000 29544.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0139 715-05168 55.000 LFT | 20.40000 1122.00| 22.00000 1210.00| 20.00000 1100.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0140 715-05169 208.000 LFT | 23.46000 4879.68| 25.00000 5200.00| 23.00000 4784.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0141 715-05428 14.000 LFT | 188.70000 2641.80| 90.00000 1260.00| 185.00000 2590.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0142 715-05438 3047.000 LFT | 4.08000 12431.76| 3.50000 10664.50| 4.00000 12188.00 PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | | 0143 715-05439 9141.000 LFT | 6.12000 55942.92| 4.50000 41134.50| 6.00000 54846.00 PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | | 0144 715-05440 3047.000 LFT | 8.16000 24863.52| 5.50000 16758.50| 8.00000 24376.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | | 0145 715-05443 12188.000 LFT | 14.28000 174044.64| 8.50000 103598.00| 14.00000 170632.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0146 715-05445 930.000 LFT | 16.32000 15177.60| 20.00000 18600.00| 16.00000 14880.00 PIPE, DRAIN TILE, TERMINAL SECTION, 18 | | | IN. | | | 0147 715-09552 16.000 EACH | 1122.00000 17952.00| 1500.00000 24000.00| 1100.00000 17600.00 ORIFICE PLATE | | | 0148 715-09554 508.000 LFT | 969.00000 492252.00| 1200.00000 609600.00| 950.00000 482600.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 209. | | | 45 SQ. FT. | | | 0149 715-09555 404.000 LFT | 663.00000 267852.00| 820.00000 331280.00| 650.00000 262600.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 97.13 | | | SQ. FT. | | | 0150 715-46000 2.000 EACH | 2357.22000 4714.44| 325.00000 650.00| 2311.00000 4622.00 PIPE END SECTION, 12 IN. | | | 0151 715-46005 8.000 EACH | 265.20000 2121.60| 425.00000 3400.00| 260.00000 2080.00 PIPE END SECTION, 15 IN. | | | 0152 715-46040 16.000 EACH | 510.00000 8160.00| 1000.00000 16000.00| 500.00000 8000.00 PIPE END SECTION, 36 IN. | | | 0153 715-97405 1.000 EACH | 2958.00000 2958.00| 2500.00000 2500.00| 2900.00000 2900.00 GRATED BOX END SECTION, I, 4:1, 18" | | | 0154 715-97406 12.000 EACH | 2550.00000 30600.00| 2500.00000 30000.00| 2500.00000 30000.00 GRATED BOX END SECTION, I, 3:1, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -10 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0155 715-97408 2.000 EACH | 5508.00000 11016.00| 5000.00000 10000.00| 5400.00000 10800.00 GRATED BOX END SECTION, I, 3:1, 42 IN. | | | 0156 715-97557 11.000 EACH | 3672.00000 40392.00| 3000.00000 33000.00| 3600.00000 39600.00 GRATED BOX END SECTION, I, 6:1, 18 IN. | | | 0157 715-97559 2.000 EACH | 3672.00000 7344.00| 2500.00000 5000.00| 3600.00000 7200.00 GRATED BOX END SECTION, II, 10:1, 12 IN | | | 0158 715-97695 2.000 EACH | 6324.00000 12648.00| 5000.00000 10000.00| 6200.00000 12400.00 GRATED BOX END SECTION, I, 3:1, 48 IN. | | | 0159 715-97755 1.000 EACH | 2244.00000 2244.00| 2300.00000 2300.00| 2200.00000 2200.00 GRATED BOX END SECTION, I, 3:1, 12 IN. | | | 0160 715-98769 1.000 EACH | 2550.00000 2550.00| 2300.00000 2300.00| 2500.00000 2500.00 GRATED BOX END SECTION, I, 4:1, 12 IN. | | | 0161 718-06531 101.000 EACH | 657.90000 66447.90| 375.00000 37875.00| 645.00000 65145.00 OUTLET PROTECTOR, 3 | | | 0162 718-06532 6500.000 LFT | 0.87000 5655.00| 0.75000 4875.00| 0.85000 5525.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0163 718-52610 6568.000 CYS | 32.64000 214379.52| 32.00000 210176.00| 32.00000 210176.00 AGGREGATE FOR UNDERDRAINS | | | 0164 718-99153 50012.000 SYS | 1.02000 51012.24| 1.00000 50012.00| 1.00000 50012.00 GEOTEXTILES FOR UNDERDRAIN | | | 0165 719-09505 30470.000 LFT | 2.30000 70081.00| 2.00000 60940.00| 2.25000 68557.50 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0166 720-45235 1.000 EACH | 2244.00000 2244.00| 1400.00000 1400.00| 2200.00000 2200.00 CATCH BASIN, E7 | | | 0167 720-96999 1.000 EACH | 4590.00000 4590.00| 4100.00000 4100.00| 4500.00000 4500.00 FIRE HYDRANT ASSEMBLY | | | 0168 731-93945 43707.000 SFT | 14.28000 624135.96| 17.00000 743019.00| 13.00000 568191.00 FACE PANELS, CONCRETE | | | 0169 731-93946 43707.000 SFT | 13.26000 579554.82| 15.00000 655605.00| 10.00000 437070.00 WALL ERECTION | | | 0170 731-93947 2062.000 LFT | 28.56000 58890.72| 25.00000 51550.00| 10.00000 20620.00 LEVELING PAD, CONCRETE | | | 0171 732-04837 2.000 EACH | 459.00000 918.00| 400.00000 800.00| 450.00000 900.00 PLUG , 12 IN. | | | 0172 732-04837 2.000 EACH | 561.00000 1122.00| 250.00000 500.00| 550.00000 1100.00 PLUG , 8 IN. | | | 0173 732-04964 125.000 LFT | 61.20000 7650.00| 82.00000 10250.00| 60.00000 7500.00 WATER MAIN , 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -11 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0174 732-04964 815.000 LFT | 128.52000 104743.80| 112.00000 91280.00| 126.00000 102690.00 WATER MAIN , 12 IN., WITH 18 IN. CASING | | | 0175 732-05538 LUMP | 3060.00000 3060.00| 4500.00000 4500.00| 3000.00000 3000.00 TESTING AND DISINFECTION | | | 0176 801-04308 16.000 EACH | 306.00000 4896.00| 300.00000 4800.00| 300.00000 4800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0177 801-06625 25.000 EACH | 84.66000 2116.50| 83.00000 2075.00| 83.00000 2075.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0178 801-06640 8.000 EACH | 367.20000 2937.60| 360.00000 2880.00| 360.00000 2880.00 CONSTRUCTION SIGN, A | | | 0179 801-06645 4.000 EACH | 66.30000 265.20| 65.00000 260.00| 65.00000 260.00 CONSTRUCTION SIGN, B | | | 0180 801-06775 LUMP | 12036.00000 12036.00| 644000.00000 644000.00| 500000.00000 500000.00 MAINTAINING TRAFFIC | | | 0181 801-07118 192.000 LFT | 9.69000 1860.48| 9.50000 1824.00| 9.50000 1824.00 BARRICADE, III-A | | | 0182 801-07119 192.000 LFT | 10.71000 2056.32| 10.50000 2016.00| 10.50000 2016.00 BARRICADE, III-B | | | 0183 802-01749 8.000 EACH | 382.50000 3060.00| 1300.00000 10400.00| 1300.00000 10400.00 SIGN BRACKET, WALL MOUNTED | | | 0184 802-04893 8.000 EACH | 86.70000 693.60| 185.00000 1480.00| 185.00000 1480.00 REFERENCE POST | | | 0185 802-05701 150.400 LFT | 13.26000 1994.30| 11.00000 1654.40| 11.00000 1654.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0186 802-05703 70.400 LFT | 18.36000 1292.54| 13.50000 950.40| 13.50000 950.40 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0187 802-07151 8.000 EACH | 168.30000 1346.40| 515.00000 4120.00| 515.00000 4120.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0188 802-76015 108.000 SFT | 25.50000 2754.00| 30.00000 3240.00| 30.00000 3240.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0189 802-76025 37.500 SFT | 13.26000 497.25| 14.00000 525.00| 14.00000 525.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0190 802-76035 83.500 SFT | 14.79000 1234.97| 14.00000 1169.00| 14.00000 1169.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -12 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 36-2231526 |E & B PAVING INC |CRIDER & CRIDER INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0191 802-76045 54.000 SFT | 15.30000 826.20| 18.00000 972.00| 18.00000 972.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0192 802-76095 1043.700 LBS | 3.06000 3193.72| 4.20000 4383.54| 4.20000 4383.54 STRUCTURAL STEEL, BREAKAWAY | | | 0193 802-94674 2.000 EACH | 255.00000 510.00| 1310.00000 2620.00| 1310.00000 2620.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0196 808-06713 14046.000 LFT | 0.14000 1966.44| 0.14000 1966.44| 0.14000 1966.44 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0197 808-06714 13874.000 LFT | 0.14000 1942.36| 0.14000 1942.36| 0.14000 1942.36 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0199 808-75297 51.000 LFT | 13.21000 673.71| 12.95000 660.45| 12.95000 660.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0201 501-08193 105771.000 SYS | 23.32000 2466579.72| 23.32000 2466579.72| 23.32000 2466579.72 QC/QA-PCCP, 10.5 IN. | | | 0202 615-03866 8.000 EACH | 153.00000 1224.00| 185.00000 1480.00| 185.00000 1480.00 MILE MARKER | | | 0203 709-51821 LUMP | 2917.20000 2917.20| 2860.00000 2860.00| 2860.00000 2860.00 SURFACE SEAL , STR. NO. 1 | | | 0204 501-06727 LUMP | 5726.10000 5726.10| 5726.00000 5726.00| 5726.10000 5726.10 CORING, PCCP | | | SECTION TOTALS | $ 24,697,309.35| $ 24,877,848.35| $ 26,059,851.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 24,697,309.35| $ 24,877,848.35| $ 26,059,851.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -13 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | 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 | 275000.00000 275000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 6.000 EACH | 100.00000 600.00| | RADIO | | | 0003 105-08520 6.000 EACH | 100.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 216.000 MOS | 50.00000 10800.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 216.000 MOS | 50.00000 10800.00| | RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 13650.00000 13650.00| | PARTNERING OVERHEAD | | | 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 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0015 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0016 110-01001 LUMP | 1300000.00000 1300000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0017 201-52370 LUMP | 260000.00000 260000.00| | CLEARING RIGHT OF WAY | | | 0018 202-03000 LUMP | 6500.00000 6500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NOL 19 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -14 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 312750.000 CYS | 7.00000 2189250.00| | EXCAVATION, COMMON | | | 0020 203-02070 1760623.000 CYS | 2.85000 5017775.55| | BORROW | | | 0021 204-02290 122.000 EACH | 800.00000 97600.00| | SETTLEMENT PLATE | | | 0022 205-06930 62.400 TON | 85.00000 5304.00| | SPLASHPAD, RIPRAP | | | 0023 205-06931 1555.000 TON | 45.00000 69975.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06932 648.000 LFT | 10.00000 6480.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0025 205-06933 15.000 EACH | 150.00000 2250.00| | TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06934 230.400 TON | 260.00000 59904.00| | TEMPORARY MULCHING | | | 0027 205-06936 226.400 TON | 45.00000 10188.00| | TEMPORARY SEDIMENT TRAP | | | 0028 205-06937 1720.000 LFT | 3.00000 5160.00| | TEMPORARY SILT FENCE | | | 0029 205-06938 2020.000 LFT | 12.00000 24240.00| | TEMPORARY SLOPE DRAIN | | | 0030 210-05873 LUMP | 2000.00000 2000.00| | TESTING , PRESSURE, AND RECONNECTION | | | 0031 210-07314 815.000 LFT | 75.00000 61125.00| | FORCE MAIN , 8 IN., 12 IN. HDPE CASING | | | 0032 210-07314 130.000 LFT | 47.00000 6110.00| | FORCE MAIN , 8 IN., HDPE-11 | | | 0033 211-02050 26506.000 CYS | 28.00000 742168.00| | B BORROW | | | 0034 211-04712 4900.000 CYS | 18.00000 88200.00| | BACKFILL | | | 0035 211-06467 225.000 CYS | 50.00000 11250.00| | AGGREGATE FOR END BENT BACKFILL | | | 0036 211-07454 5943.000 CYS | 30.00000 178290.00| | STRUCTURE BACKFILL | | | 0037 211-09264 6881.000 CYS | 45.00000 309645.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0038 211-09266 23729.000 CYS | 35.00000 830515.00| | STRUCTURE BACKFILL, TYPE 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -15 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 215-07043 215687.000 SYS | 5.37000 1158239.19| | CHEMICAL MODIFICATION, SOILS , LIME | | | STABILIZATION | | | 0040 301-07448 23899.000 TON | 15.00000 358485.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 302-06464 29441.000 CYS | 30.00000 883230.00| | SUBBASE FOR PCCP | | | 0042 302-07455 353.000 CYS | 50.00000 17650.00| | DENSE GRADED SUBBASE | | | 0043 302-08562 367.000 TON | 50.00000 18350.00| | COARSE AGGREGATE, 8 | | | 0044 303-01180 23924.000 TON | 5.00000 119620.00| | COMPACTED AGGREGATE, NO. 53 | | | 0045 303-02051 13.800 TON | 90.00000 1242.00| | STONE, NO 2 | | | 0046 303-04489 346.000 TON | 40.00000 13840.00| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0047 303-07449 56.000 TON | 50.00000 2800.00| | COMPACTED AGGREGATE, NO. 73 | | | 0048 401-06264 LUMP | 1.00000 1.00| | PROFILOGRAPH, HMA | | | 0049 401-07320 4871.000 TON | 54.00000 263034.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0050 401-07389 9937.000 TON | 48.00000 476976.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0051 401-07406 10648.000 TON | 65.00000 692120.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0052 402-07432 2505.000 TON | 25.00000 62625.00| | HMA SURFACE, TYPE A | | | 0053 402-07433 1214.000 TON | 25.00000 30350.00| | HMA SURFACE, TYPE B | | | 0054 402-07435 1637.000 TON | 50.00000 81850.00| | HMA INTERMEDIATE, TYPE A | | | 0055 402-07438 2073.000 TON | 25.00000 51825.00| | HMA INTERMEDIATE, TYPE B | | | 0056 402-07440 67.000 TON | 95.00000 6365.00| | HMA BASE, TYPE A | | | 0057 402-07441 3222.000 TON | 25.00000 80550.00| | HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -16 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 406-05520 36.600 TON | 566.00000 20715.60| | ASPHALT FOR TACK COAT | | | 0059 501-06266 LUMP | 5245.34000 5245.34| | PROFILOGRAPH, PCCP | | | 0061 503-05240 52844.000 LFT | 8.12000 429093.28| | D-1 CONTRACTION JOINT | | | 0062 503-05310 544.000 LFT | 100.01000 54405.44| | TERMINAL JOINT | | | 0063 601-01522 18.000 EACH | 1700.00000 30600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0064 601-06233 2.000 EACH | 8000.00000 16000.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0066 601-94689 22.000 EACH | 2400.00000 52800.00| | GUARDRAIL END TREATMENT, OS | | | 0067 601-94690 6.000 EACH | 3300.00000 19800.00| | GUARDRAIL END TREATMENT, MS | | | 0070 601-99105 7156.250 LFT | 16.00000 114500.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0071 601-99108 1362.500 LFT | 22.00000 29975.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0072 602-06729 52.000 EACH | 20.00000 1040.00| | BARRIER DELINEATOR | | | 0073 603-06040 37964.000 LFT | 4.81000 182606.84| | FENCE, FARM FIELD, 47 IN. | | | 0074 605-06095 50.000 LFT | 50.00000 2500.00| | CURB, INTEGRAL, B, CONCRETE | | | 0075 606-07484 73210.000 LFT | 0.01000 732.10| | MILLED HMA SHOULDER CORRUGATIONS | | | 0076 607-06370 80.000 LFT | 150.00000 12000.00| | PAVED SIDE DITCH, H | | | 0077 609-06259 522.800 SYS | 50.00000 26140.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0078 609-09231 1644.000 SYS | 65.00000 106860.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | 5 IN. | | | 0079 611-06497 2.000 EACH | 130.00000 260.00| | MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -17 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 611-06498 2.000 EACH | 160.00000 320.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0081 615-06490 26.000 EACH | 120.00000 3120.00| | RIGHT OF WAY MARKER | | | 0082 615-06505 4.000 EACH | 470.00000 1880.00| | MONUMENT, B | | | 0083 615-06510 10.000 EACH | 270.00000 2700.00| | MONUMENT, C | | | 0084 615-06527 1.000 EACH | 330.00000 330.00| | MONUMENT, SECTION CORNER | | | 0085 616-02320 3195.000 SYS | 1.50000 4792.50| | GEOTEXTILES | | | 0086 616-06405 1135.600 TON | 30.00000 34068.00| | RIPRAP, REVETMENT | | | 0087 621-01004 8.000 EACH | 593.00000 4744.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0088 621-06545 32.800 TON | 886.00000 29060.80| | FERTILIZER | | | 0089 621-06553 13936.000 LBS | 2.74000 38184.64| | SEED MIXTURE, R | | | 0090 621-06557 13816.000 LBS | 1.19000 16441.04| | SEED MIXTURE, T | | | 0091 621-06565 164.000 TON | 330.00000 54120.00| | MULCHING MATERIAL | | | 0092 621-06567 2405.000 kGAL | 2.37000 5699.85| | WATER | | | 0093 621-06574 48106.500 SYS | 2.88000 138546.72| | SODDING | | | 0094 621-06575 2210.000 SYS | 3.81000 8420.10| | SODDING, NURSERY | | | 0095 621-96948 2.000 EACH | 2200.00000 4400.00| | GATE VALVE, 8 IN. , WITH ROADWAY BOX | | | 0096 628-09403 36.000 MOS | 2350.00000 84600.00| | FIELD OFFICE, C | | | 0097 628-09407 108.000 MOS | 180.00000 19440.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 | | | 0099 701-06011 14.000 EACH | 800.00000 11200.00| | DYNAMIC PILE LOAD TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -18 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 701-06012 14.000 EACH | 800.00000 11200.00| | TEST PILE, RESTRIKE | | | 0101 701-06027 14.000 EACH | 750.00000 10500.00| | TEST PILE | | | 0102 701-90386 LUMP | 100000.00000 100000.00| | TEMPORARY SHEET PILING , STR. NO. 2 | | | 0103 701-91792 100.000 EACH | 135.00000 13500.00| | PILE TIP, STEEL H | | | 0104 701-93575 6746.000 LFT | 65.00000 438490.00| | PILE, STEEL H, HP 14" X 73 | | | 0105 702-51005 82.500 CYS | 500.00000 41250.00| | CONCRETE, A, SUBSTRUCTURE | | | 0106 702-51015 38.500 CYS | 300.00000 11550.00| | CONCRETE, B, FOOTINGS | | | 0107 702-90915 2.000 CYS | 800.00000 1600.00| | CONCRETE, A | | | 0108 702-90915 1.500 CYS | 800.00000 1200.00| | CONCRETE, A , TURNOUT | | | 0109 702-92857 136.000 CYS | 600.00000 81600.00| | CONCRETE, C, SUBSTRUCTURE | | | 0110 702-94656 236.000 CYS | 300.00000 70800.00| | CONCRETE, B | | | 0111 703-06028 31085.000 LBS | 0.90000 27976.50| | REINFORCING BARS | | | 0112 703-06029 376648.000 LBS | 1.00000 376648.00| | REINFORCING BARS, EPOXY COATED | | | 0113 703-51032 103406.000 LBS | 1.00000 103406.00| | REINFORCING STEEL, EPOXY COATED | | | 0114 704-51002 1472.000 CYS | 600.00000 883200.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0115 706-05732 4.000 EACH | 1575.00000 6300.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0116 706-05734 24.000 EACH | 1575.00000 37800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0117 706-51020 107.160 CYS | 475.00000 50901.00| | CONCRETE, C, RAILING | | | 0118 706-51025 465.500 LFT | 60.00000 27930.00| | CONCRETE, C, RAILING | | | 0119 707-05984 772.000 LFT | 225.00000 173700.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -19 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 707-07605 1625.000 LFT | 280.00000 455000.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0121 707-08643 1130.000 LFT | 300.00000 339000.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 48 IN. | | | 0122 709-51821 LUMP | 2860.00000 2860.00| | SURFACE SEAL , STR. NO. 2 | | | 0123 709-51821 LUMP | 3020.00000 3020.00| | SURFACE SEAL , STR. NO. 3 | | | 0124 709-51821 LUMP | 2920.00000 2920.00| | SURFACE SEAL , STR. NO. 4 | | | 0125 709-51821 LUMP | 4730.00000 4730.00| | SURFACE SEAL , STR. NO. 5 | | | 0126 709-51821 LUMP | 4840.00000 4840.00| | SURFACE SEAL , STR. NO. 6 | | | 0127 709-51821 LUMP | 5950.00000 5950.00| | SURFACE SEAL , STR. NO. 7 | | | 0128 711-51035 1485.000 LBS | 4.00000 5940.00| | STRUCTURAL STEEL | | | 0129 711-95290 51.000 LFT | 70.00000 3570.00| | FIELD WELDING | | | 0130 715-01336 2.000 EACH | 3000.00000 6000.00| | GATE VALVE, 12 IN. , WITH ROADWAY BOX | | | 0131 715-05019 1206.000 LFT | 68.00000 82008.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0132 715-05048 72954.000 LFT | 3.32000 242207.28| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0133 715-05053 18856.000 LFT | 8.21000 154807.76| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0134 715-05121 516.000 LFT | 50.00000 25800.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0135 715-05127 202.000 LFT | 75.00000 15150.00| | PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0136 715-05128 202.000 LFT | 85.00000 17170.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0137 715-05149 495.000 LFT | 30.00000 14850.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0138 715-05152 1231.000 LFT | 35.00000 43085.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -20 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 715-05168 55.000 LFT | 30.00000 1650.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0140 715-05169 208.000 LFT | 32.00000 6656.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0141 715-05428 14.000 LFT | 250.00000 3500.00| | PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0142 715-05438 3047.000 LFT | 2.50000 7617.50| | PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | | 0143 715-05439 9141.000 LFT | 2.75000 25137.75| | PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | | 0144 715-05440 3047.000 LFT | 3.00000 9141.00| | PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | | 0145 715-05443 12188.000 LFT | 14.00000 170632.00| | PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0146 715-05445 930.000 LFT | 35.00000 32550.00| | PIPE, DRAIN TILE, TERMINAL SECTION, 18 | | | IN. | | | 0147 715-09552 16.000 EACH | 1000.00000 16000.00| | ORIFICE PLATE | | | 0148 715-09554 508.000 LFT | 650.00000 330200.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 209. | | | 45 SQ. FT. | | | 0149 715-09555 404.000 LFT | 410.00000 165640.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 97.13 | | | SQ. FT. | | | 0150 715-46000 2.000 EACH | 450.00000 900.00| | PIPE END SECTION, 12 IN. | | | 0151 715-46005 8.000 EACH | 500.00000 4000.00| | PIPE END SECTION, 15 IN. | | | 0152 715-46040 16.000 EACH | 850.00000 13600.00| | PIPE END SECTION, 36 IN. | | | 0153 715-97405 1.000 EACH | 3800.00000 3800.00| | GRATED BOX END SECTION, I, 4:1, 18" | | | 0154 715-97406 12.000 EACH | 3200.00000 38400.00| | GRATED BOX END SECTION, I, 3:1, 18 IN. | | | 0155 715-97408 2.000 EACH | 8000.00000 16000.00| | GRATED BOX END SECTION, I, 3:1, 42 IN. | | | 0156 715-97557 11.000 EACH | 4200.00000 46200.00| | GRATED BOX END SECTION, I, 6:1, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -21 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 715-97559 2.000 EACH | 4000.00000 8000.00| | GRATED BOX END SECTION, II, 10:1, 12 IN | | | 0158 715-97695 2.000 EACH | 9000.00000 18000.00| | GRATED BOX END SECTION, I, 3:1, 48 IN. | | | 0159 715-97755 1.000 EACH | 3000.00000 3000.00| | GRATED BOX END SECTION, I, 3:1, 12 IN. | | | 0160 715-98769 1.000 EACH | 3200.00000 3200.00| | GRATED BOX END SECTION, I, 4:1, 12 IN. | | | 0161 718-06531 101.000 EACH | 680.00000 68680.00| | OUTLET PROTECTOR, 3 | | | 0162 718-06532 6500.000 LFT | 1.00000 6500.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0163 718-52610 6568.000 CYS | 32.96000 216481.28| | AGGREGATE FOR UNDERDRAINS | | | 0164 718-99153 50012.000 SYS | 1.03000 51512.36| | GEOTEXTILES FOR UNDERDRAIN | | | 0165 719-09505 30470.000 LFT | 1.50000 45705.00| | TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0166 720-45235 1.000 EACH | 1200.00000 1200.00| | CATCH BASIN, E7 | | | 0167 720-96999 1.000 EACH | 4500.00000 4500.00| | FIRE HYDRANT ASSEMBLY | | | 0168 731-93945 43707.000 SFT | 15.00000 655605.00| | FACE PANELS, CONCRETE | | | 0169 731-93946 43707.000 SFT | 7.00000 305949.00| | WALL ERECTION | | | 0170 731-93947 2062.000 LFT | 17.00000 35054.00| | LEVELING PAD, CONCRETE | | | 0171 732-04837 2.000 EACH | 450.00000 900.00| | PLUG , 12 IN. | | | 0172 732-04837 2.000 EACH | 550.00000 1100.00| | PLUG , 8 IN. | | | 0173 732-04964 125.000 LFT | 60.00000 7500.00| | WATER MAIN , 12 IN. | | | 0174 732-04964 815.000 LFT | 126.00000 102690.00| | WATER MAIN , 12 IN., WITH 18 IN. CASING | | | 0175 732-05538 LUMP | 3000.00000 3000.00| | TESTING AND DISINFECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -22 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0176 801-04308 16.000 EACH | 300.00000 4800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0177 801-06625 25.000 EACH | 83.00000 2075.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0178 801-06640 8.000 EACH | 360.00000 2880.00| | CONSTRUCTION SIGN, A | | | 0179 801-06645 4.000 EACH | 65.00000 260.00| | CONSTRUCTION SIGN, B | | | 0180 801-06775 LUMP | 100000.00000 100000.00| | MAINTAINING TRAFFIC | | | 0181 801-07118 192.000 LFT | 9.50000 1824.00| | BARRICADE, III-A | | | 0182 801-07119 192.000 LFT | 10.50000 2016.00| | BARRICADE, III-B | | | 0183 802-01749 8.000 EACH | 1300.00000 10400.00| | SIGN BRACKET, WALL MOUNTED | | | 0184 802-04893 8.000 EACH | 185.00000 1480.00| | REFERENCE POST | | | 0185 802-05701 150.400 LFT | 11.00000 1654.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0186 802-05703 70.400 LFT | 13.50000 950.40| | SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0187 802-07151 8.000 EACH | 515.00000 4120.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0188 802-76015 108.000 SFT | 30.00000 3240.00| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0189 802-76025 37.500 SFT | 14.00000 525.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0190 802-76035 83.500 SFT | 14.00000 1169.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0191 802-76045 54.000 SFT | 18.00000 972.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0192 802-76095 1043.700 LBS | 4.20000 4383.54| | STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 200 -23 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 200 CONTRACT ID : IR-30160-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-4456871 |( ) |( ) |MILLER BROS. CONSTRUCTION I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0193 802-94674 2.000 EACH | 1310.00000 2620.00| | BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0196 808-06713 14046.000 LFT | 0.14000 1966.44| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0197 808-06714 13874.000 LFT | 0.14000 1942.36| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0199 808-75297 51.000 LFT | 12.95000 660.45| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0201 501-08193 105771.000 SYS | 23.32000 2466579.72| | QC/QA-PCCP, 10.5 IN. | | | 0202 615-03866 8.000 EACH | 185.00000 1480.00| | MILE MARKER | | | 0203 709-51821 LUMP | 2860.00000 2860.00| | SURFACE SEAL , STR. NO. 1 | | | 0204 501-06727 LUMP | 5726.10000 5726.10| | CORING, PCCP | | | SECTION TOTALS | $ 26,437,126.83| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 26,437,126.83| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -1 VENDOR RANKING CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/29/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0100797 0100798 0100799 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 23,648,703.71 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 25,238,320.27 106.7218% 3 35-1875662 CRIDER & CRIDER INC $ 26,861,911.07 113.5872% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -2 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER 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 | 200000.00000 200000.00| 160000.00000 160000.00| 600000.00000 600000.00 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 | 1175000.00000 1175000.00| 1000000.00000 1000000.00| 1335000.00000 1335000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 352000.00000 352000.00| 25000.00000 25000.00| 400000.00000 400000.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 7.000 EACH | 1500.00000 10500.00| 1500.00000 10500.00| 1500.00000 10500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-02240 86200.000 SYS | 6.00000 517200.00| 40.00000 3448000.00| 7.50000 646500.00 PAVEMENT REMOVAL | | | 0013 202-02241 149.000 LFT | 25.00000 3725.00| 15.00000 2235.00| 8.00000 1192.00 GUARDRAIL, REMOVE | | | 0014 202-02271 2.000 EACH | 250.00000 500.00| 300.00000 600.00| 2000.00000 4000.00 HEADWALL, REMOVE | | | 0015 202-02928 5.000 EACH | 1400.00000 7000.00| 2700.00000 13500.00| 500.00000 2500.00 CATCH BASIN, REMOVE | | | 0016 202-03000 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 104 | | | 0017 202-03000 LUMP | 8500.00000 8500.00| 1000.00000 1000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 111 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -3 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 14875.00000 14875.00| 1000.00000 1000.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 8 | | | 0019 202-03000 LUMP | 17500.00000 17500.00| 1000.00000 1000.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | | 0020 202-04345 70000.000 GAL | 0.05000 3500.00| 0.30000 21000.00| 0.80000 56000.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, A | | | 0021 202-05545 200.000 CYS | 80.00000 16000.00| 55.00000 11000.00| 49.00000 9800.00 REGULATED MATERIALS, DISPOSE, C | | | 0022 202-05550 200.000 CYS | 10.00000 2000.00| 4.50000 900.00| 19.00000 3800.00 REGULATED MATERIALS, REMOVE, C | | | 0023 202-05555 200.000 CYS | 20.00000 4000.00| 10.00000 2000.00| 18.00000 3600.00 REGULATED MATERIALS, TRANSPORT, C | | | 0024 202-05825 5.000 EACH | 2420.00000 12100.00| 2420.00000 12100.00| 4700.00000 23500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 6000 THROUGH 10,000 GALLONS | | | CAPACITY | | | 0025 202-05826 3.000 EACH | 3120.00000 9360.00| 3120.00000 9360.00| 5700.00000 17100.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 10,000 GALLONS CAPACITY | | | 0026 202-07603 32.000 EACH | 110.00000 3520.00| 110.00000 3520.00| 350.00000 11200.00 TESTING FOR WASTE, C | | | 0027 202-09106 20.000 EACH | 50.00000 1000.00| 50.00000 1000.00| 175.00000 3500.00 TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN | | | 0028 202-52710 328.000 SYS | 4.00000 1312.00| 5.00000 1640.00| 5.00000 1640.00 SIDEWALK, CONCRETE, REMOVE | | | 0029 202-74025 257.000 LFT | 4.00000 1028.00| 7.00000 1799.00| 7.00000 1799.00 FENCE, REMOVE | | | 0030 202-74035 2.000 EACH | 75.00000 150.00| 75.00000 150.00| 40.00000 80.00 SIGN, REMOVE | | | 0031 202-91385 89.000 EACH | 400.00000 35600.00| 150.00000 13350.00| 300.00000 26700.00 INLET, REMOVE | | | 0032 202-92222 60.000 EACH | 52.00000 3120.00| 52.00000 3120.00| 175.00000 10500.00 TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN | | | 0033 202-93047 16.000 EACH | 1200.00000 19200.00| 200.00000 3200.00| 600.00000 9600.00 MANHOLE, REMOVE | | | 0034 202-93615 862.000 SYS | 4.85000 4180.70| 5.00000 4310.00| 17.00000 14654.00 CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -4 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 202-98370 10.000 EACH | 200.00000 2000.00| 50.00000 500.00| 1500.00000 15000.00 POLE, REMOVE | | | 0036 203-02000 137247.000 CYS | 12.00000 1646964.00| 8.00000 1097976.00| 15.00000 2058705.00 EXCAVATION, COMMON | | | 0037 203-02070 20857.000 CYS | 0.10000 2085.70| 0.01000 208.57| 0.10000 2085.70 BORROW | | | 0038 205-06933 44.000 EACH | 80.00000 3520.00| 80.00000 3520.00| 80.00000 3520.00 TEMPORARY DITCH INLET PROTECTION | | | 0039 205-06937 9335.000 LFT | 1.28000 11948.80| 1.28000 11948.80| 1.28000 11948.80 TEMPORARY SILT FENCE | | | 0040 207-08267 39595.000 SYS | 13.00000 514735.00| 9.50000 376152.50| 10.00000 395950.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0041 207-08268 227586.000 SYS | 3.80000 864826.80| 10.00000 2275860.00| 15.00000 3413790.00 SUBGRADE TREATMENT, TYPE IV | | | 0042 211-09264 58845.000 CYS | 20.00000 1176900.00| 16.00000 941520.00| 27.50000 1618237.50 STRUCTURE BACKFILL, TYPE 1 | | | 0043 301-07448 11320.000 TON | 45.00000 509400.00| 20.00000 226400.00| 19.00000 215080.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0044 303-07449 287.000 TON | 25.00000 7175.00| 10.00000 2870.00| 21.00000 6027.00 COMPACTED AGGREGATE, NO. 73 | | | 0045 303-08210 300.000 TON | 40.00000 12000.00| 23.00000 6900.00| 25.00000 7500.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0046 306-08033 11214.000 SYS | 0.50000 5607.00| 0.01000 112.14| 0.50000 5607.00 MILLING, ASPHALT, 1 IN. | | | 0047 306-08034 14688.000 SYS | 2.00000 29376.00| 4.00000 58752.00| 0.75000 11016.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0048 401-07334 18489.000 TON | 71.00000 1312719.00| 71.00000 1312719.00| 71.00000 1312719.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0049 401-07403 29250.000 TON | 51.00000 1491750.00| 53.00000 1550250.00| 51.00000 1491750.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0050 401-07408 14492.000 TON | 53.00000 768076.00| 45.00000 652140.00| 53.00000 768076.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0051 401-07424 59686.000 TON | 45.00000 2685870.00| 50.00000 2984300.00| 45.00000 2685870.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0052 401-07429 23710.000 TON | 46.00000 1090660.00| 25.00000 592750.00| 46.00000 1090660.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0053 402-07432 139.000 TON | 90.00000 12510.00| 74.00000 10286.00| 90.00000 12510.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -5 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 402-07435 231.000 TON | 90.00000 20790.00| 55.00000 12705.00| 90.00000 20790.00 HMA INTERMEDIATE, TYPE A | | | 0055 402-07453 3850.000 TON | 60.00000 231000.00| 25.00000 96250.00| 60.00000 231000.00 HMA FOR TEMPORARY PAVEMENT | | | 0056 402-07784 139.000 TON | 40.00000 5560.00| 25.00000 3475.00| 40.00000 5560.00 HMA SURFACE, TYPE D | | | 0057 402-07785 231.000 TON | 40.00000 9240.00| 25.00000 5775.00| 40.00000 9240.00 HMA INTERMEDIATE, TYPE D | | | 0058 406-05520 200.000 TON | 50.00000 10000.00| 565.00000 113000.00| 50.00000 10000.00 ASPHALT FOR TACK COAT | | | 0059 601-05585 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00| 2745.00000 2745.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0060 601-99105 82.000 LFT | 26.00000 2132.00| 26.00000 2132.00| 32.00000 2624.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0061 604-06070 19991.100 SYS | 25.50000 509773.05| 30.00000 599733.00| 26.50000 529764.15 SIDEWALK, CONCRETE | | | 0062 604-07894 90.600 SYS | 70.00000 6342.00| 95.00000 8607.00| 70.00000 6342.00 CURB RAMP, CONCRETE, A | | | 0063 604-07897 13.500 SYS | 300.00000 4050.00| 110.00000 1485.00| 300.00000 4050.00 CURB RAMP, CONCRETE, C | | | 0064 604-07901 762.800 SYS | 100.00000 76280.00| 95.00000 72466.00| 102.00000 77805.60 CURB RAMP, CONCRETE, G | | | 0065 604-07902 11.000 SYS | 100.00000 1100.00| 105.00000 1155.00| 135.00000 1485.00 CURB RAMP, CONCRETE, H | | | 0066 605-02493 16839.000 SYS | 19.20000 323308.80| 16.60000 279527.40| 18.50000 311521.50 CURB ISLAND, CONCRETE | | | 0067 605-06120 1362.000 LFT | 26.00000 35412.00| 10.00000 13620.00| 29.00000 39498.00 CURB, CONCRETE | | | 0068 605-06140 33173.000 LFT | 14.00000 464422.00| 10.00000 331730.00| 14.00000 464422.00 CURB AND GUTTER, CONCRETE | | | 0069 605-06155 31520.000 LFT | 14.00000 441280.00| 10.00000 315200.00| 14.00000 441280.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0070 605-06160 125.000 LFT | 25.00000 3125.00| 35.50000 4437.50| 35.00000 4375.00 CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 4" HEIGHT | | | 0071 605-06235 268.000 LFT | 64.00000 17152.00| 50.00000 13400.00| 48.00000 12864.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0072 605-97937 851.000 LFT | 25.00000 21275.00| 25.00000 21275.00| 35.00000 29785.00 CURB AND GUTTER, CONCRETE, ROLL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -6 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 610-07487 1020.000 TON | 140.00000 142800.00| 90.00000 91800.00| 140.00000 142800.00 HMA FOR APPROACHES, TYPE B | | | 0074 610-08446 3192.000 SYS | 45.00000 143640.00| 60.00000 191520.00| 45.00000 143640.00 PCCP FOR APPROACHES, 6 IN. | | | 0075 610-09108 6218.000 SYS | 50.00000 310900.00| 65.00000 404170.00| 50.00000 310900.00 PCCP FOR APPROACHES, 9 IN. | | | 0076 611-06497 68.000 EACH | 135.00000 9180.00| 135.00000 9180.00| 171.00000 11628.00 MAILBOX ASSEMBLY, SINGLE | | | 0077 611-06498 27.000 EACH | 165.00000 4455.00| 165.00000 4455.00| 342.00000 9234.00 MAILBOX ASSEMBLY, DOUBLE | | | 0078 615-06490 111.000 EACH | 145.00000 16095.00| 145.00000 16095.00| 164.00000 18204.00 RIGHT OF WAY MARKER | | | 0079 615-06495 78.000 EACH | 100.00000 7800.00| 100.00000 7800.00| 171.00000 13338.00 RIGHT OF WAY MARKER, RESET | | | 0080 615-06505 30.000 EACH | 575.00000 17250.00| 575.00000 17250.00| 580.00000 17400.00 MONUMENT, B | | | 0081 615-06505 2.000 EACH | 585.00000 1170.00| 800.00000 1600.00| 800.00000 1600.00 MONUMENT, B , MODIFIED | | | 0082 615-06515 2.000 EACH | 275.00000 550.00| 275.00000 550.00| 100.00000 200.00 MONUMENT, D | | | 0083 615-06527 4.000 EACH | 475.00000 1900.00| 475.00000 1900.00| 628.00000 2512.00 MONUMENT, SECTION CORNER | | | 0084 616-02320 334.000 SYS | 4.00000 1336.00| 0.85000 283.90| 1.25000 417.50 GEOTEXTILES | | | 0085 616-05688 250.000 TON | 54.00000 13500.00| 44.00000 11000.00| 50.00000 12500.00 RIPRAP, CLASS 1 | | | 0086 616-06405 125.000 TON | 35.00000 4375.00| 25.00000 3125.00| 40.00000 5000.00 RIPRAP, REVETMENT | | | 0087 621-06545 0.670 TON | 930.00000 623.10| 1590.00000 1065.30| 1590.00000 1065.30 FERTILIZER | | | 0088 621-06557 536.000 LBS | 2.40000 1286.40| 3.28000 1758.08| 3.28000 1758.08 SEED MIXTURE, T | | | 0089 621-06559 14568.000 SYS | 0.42000 6118.56| 0.38000 5535.84| 0.38000 5535.84 MULCHED SEEDING, R | | | 0090 621-06560 4546.000 SYS | 0.45000 2045.70| 0.55000 2500.30| 0.55000 2500.30 MULCHED SEEDING, U | | | 0091 621-06575 64864.000 SYS | 3.60000 233510.40| 2.38000 154376.32| 2.38000 154376.32 SODDING, NURSERY | | | 0092 621-98503 13.400 TON | 345.00000 4623.00| 395.00000 5293.00| 395.00000 5293.00 MULCH MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -7 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 628-09402 24.000 MOS | 3000.00000 72000.00| 1945.00000 46680.00| 2100.00000 50400.00 FIELD OFFICE, B | | | 0094 628-09407 24.000 MOS | 500.00000 12000.00| 231.00000 5544.00| 100.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0095 703-51030 3210.000 LBS | 2.35000 7543.50| 0.40000 1284.00| 2.00000 6420.00 REINFORCING STEEL | | | 0096 714-26712 329.000 LFT | 600.00000 197400.00| 656.00000 215824.00| 800.00000 263200.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 6' | | | 0097 714-26718 170.000 LFT | 850.00000 144500.00| 859.00000 146030.00| 1000.00000 170000.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 6' | | | 0098 714-44240 38.000 CYS | 800.00000 30400.00| 905.00000 34390.00| 1200.00000 45600.00 CONCRETE, A, STRUCTURES | | | 0099 715-04611 1.000 EACH | 450.00000 450.00| 175.00000 175.00| 600.00000 600.00 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0100 715-05024 6996.000 LFT | 75.00000 524700.00| 67.00000 468732.00| 45.00000 314820.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0101 715-05048 59015.000 LFT | 4.35000 256715.25| 3.20000 188848.00| 3.00000 177045.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0102 715-05049 100.000 LFT | 16.00000 1600.00| 10.00000 1000.00| 12.00000 1200.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0103 715-05051 100.000 LFT | 20.00000 2000.00| 10.00000 1000.00| 15.00000 1500.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0104 715-05052 100.000 LFT | 21.00000 2100.00| 10.00000 1000.00| 13.00000 1300.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0105 715-05053 227.000 LFT | 17.50000 3972.50| 50.00000 11350.00| 12.00000 2724.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0106 715-05146 34.000 LFT | 15.00000 510.00| 7.00000 238.00| 15.00000 510.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0107 715-05147 100.000 LFT | 16.00000 1600.00| 20.00000 2000.00| 19.00000 1900.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0108 715-05148 18.000 LFT | 21.00000 378.00| 27.00000 486.00| 20.00000 360.00 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0109 715-05149 11849.000 LFT | 37.00000 438413.00| 35.00000 414715.00| 21.00000 248829.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0110 715-05151 5617.000 LFT | 40.00000 224680.00| 35.00000 196595.00| 22.00000 123574.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -8 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 715-05152 4775.000 LFT | 43.00000 205325.00| 40.00000 191000.00| 26.00000 124150.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0112 715-05154 4376.000 LFT | 55.00000 240680.00| 40.00000 175040.00| 33.00000 144408.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0113 715-05156 5698.000 LFT | 62.00000 353276.00| 52.00000 296296.00| 40.00000 227920.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0114 715-05161 2702.000 LFT | 91.00000 245882.00| 80.00000 216160.00| 82.00000 221564.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0115 715-05165 212.000 LFT | 215.00000 45580.00| 125.00000 26500.00| 185.00000 39220.00 PIPE, TYPE 2, CIRCULAR, 72 IN. | | | 0116 715-06923 208.000 LFT | 170.00000 35360.00| 180.00000 37440.00| 290.00000 60320.00 PIPE, TYPE 2, CIRCULAR, 84 IN. | | | 0117 715-09064 42038.000 LFT | 0.60000 25222.80| 0.60000 25222.80| 0.50000 21019.00 VIDEO INSPECTION FOR PIPE | | | 0118 715-46000 1.000 EACH | 260.00000 260.00| 75.00000 75.00| 525.00000 525.00 PIPE END SECTION, 12 IN. | | | 0119 715-46005 6.000 EACH | 280.00000 1680.00| 100.00000 600.00| 500.00000 3000.00 PIPE END SECTION, 15 IN. | | | 0120 718-06532 20000.000 LFT | 0.85000 17000.00| 0.85000 17000.00| 0.75000 15000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0121 718-52610 5301.100 CYS | 36.00000 190839.60| 33.50000 177586.85| 40.00000 212044.00 AGGREGATE FOR UNDERDRAINS | | | 0122 720-08239 1.000 EACH | 3348.00000 3348.00| 2100.00000 2100.00| 3100.00000 3100.00 MANHOLE, J7, MODIFIED | | | 0123 720-44000 37.000 EACH | 271.00000 10027.00| 130.00000 4810.00| 500.00000 18500.00 CASTING, ADJUST TO GRADE | | | 0124 720-45005 2.000 EACH | 1688.00000 3376.00| 1700.00000 3400.00| 1600.00000 3200.00 INLET, A2 | | | 0125 720-45030 1.000 EACH | 1460.00000 1460.00| 1400.00000 1400.00| 1300.00000 1300.00 INLET, E7 | | | 0126 720-45035 8.000 EACH | 1460.00000 11680.00| 1400.00000 11200.00| 1300.00000 10400.00 INLET, F7 | | | 0127 720-45045 113.000 EACH | 1682.00000 190066.00| 2400.00000 271200.00| 1600.00000 180800.00 INLET, J10 | | | 0128 720-45055 17.000 EACH | 1680.00000 28560.00| 2400.00000 40800.00| 1600.00000 27200.00 INLET, M10 | | | 0129 720-45075 1.000 EACH | 2000.00000 2000.00| 1700.00000 1700.00| 2200.00000 2200.00 INLET, R13 | | | 0130 720-45141 9.000 EACH | 2600.00000 23400.00| 2400.00000 21600.00| 1900.00000 17100.00 INLET, H5, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -9 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 720-45270 23.000 EACH | 800.00000 18400.00| 1200.00000 27600.00| 900.00000 20700.00 PIPE CATCH BASIN, 18 IN. | | | 0132 720-45275 9.000 EACH | 950.00000 8550.00| 1300.00000 11700.00| 1000.00000 9000.00 PIPE CATCH BASIN, 24 IN. | | | 0133 720-45410 88.000 EACH | 1750.00000 154000.00| 2100.00000 184800.00| 2200.00000 193600.00 MANHOLE, C4 | | | 0134 720-45605 14.600 LFT | 350.00000 5110.00| 500.00000 7300.00| 300.00000 4380.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0135 720-91110 3.000 EACH | 9700.00000 29100.00| 8000.00000 24000.00| 9000.00000 27000.00 MANHOLE, N4 | | | 0136 720-93501 2.000 EACH | 6600.00000 13200.00| 6000.00000 12000.00| 5100.00000 10200.00 MANHOLE, L4 | | | 0137 720-94612 13.000 EACH | 4000.00000 52000.00| 4300.00000 55900.00| 4300.00000 55900.00 MANHOLE, K4 | | | 0138 720-95409 1.000 EACH | 3235.00000 3235.00| 2000.00000 2000.00| 3000.00000 3000.00 MANHOLE, J4, MODIFIED | | | 0139 720-95422 64.000 EACH | 2600.00000 166400.00| 2000.00000 128000.00| 3200.00000 204800.00 MANHOLE, J4 | | | 0140 720-98174 95.000 EACH | 2243.00000 213085.00| 2000.00000 190000.00| 2100.00000 199500.00 INLET, B15 | | | 0141 720-98555 28.000 EACH | 2243.00000 62804.00| 2000.00000 56000.00| 2100.00000 58800.00 INLET, C15 | | | 0142 801-03290 8.000 EACH | 400.00000 3200.00| 400.00000 3200.00| 400.00000 3200.00 CONSTRUCTION SIGN, C | | | 0143 801-04308 37.000 EACH | 745.00000 27565.00| 745.00000 27565.00| 745.00000 27565.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0144 801-06207 87750.000 LFT | 0.01000 877.50| 0.95000 83362.50| 0.95000 83362.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0145 801-06211 77.000 EACH | 54.00000 4158.00| 54.00000 4158.00| 54.00000 4158.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0146 801-06212 72.000 EACH | 75.00000 5400.00| 75.00000 5400.00| 75.00000 5400.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0147 801-06218 2024.000 LFT | 0.20000 404.80| 5.70000 11536.80| 5.70000 11536.80 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0148 801-06469 20907.000 LFT | 1.90000 39723.30| 1.90000 39723.30| 1.90000 39723.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -10 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 801-06640 197.000 EACH | 285.00000 56145.00| 285.00000 56145.00| 285.00000 56145.00 CONSTRUCTION SIGN, A | | | 0150 801-06645 59.000 EACH | 105.00000 6195.00| 105.00000 6195.00| 105.00000 6195.00 CONSTRUCTION SIGN, B | | | 0151 801-06710 1440.000 DAY | 3.88000 5587.20| 3.88000 5587.20| 3.88000 5587.20 FLASHING ARROW SIGN | | | 0152 801-06775 LUMP | 158300.00000 158300.00| 29000.00000 29000.00| 250000.00000 250000.00 MAINTAINING TRAFFIC | | | 0153 801-07023 4.000 EACH | 4000.00000 16000.00| 4000.00000 16000.00| 4775.00000 19100.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0154 801-07119 2688.000 LFT | 18.88000 50749.44| 18.88000 50749.44| 18.88000 50749.44 BARRICADE, III-B | | | 0155 801-08401 1300.000 LFT | 28.97000 37661.00| 15.00000 19500.00| 35.00000 45500.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0158 802-76025 437.000 SFT | 11.00000 4807.00| 11.00000 4807.00| 10.00000 4370.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0159 802-76035 1623.000 SFT | 7.00000 11361.00| 12.00000 19476.00| 11.20000 18177.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0160 805-01579 LUMP | 6250.00000 6250.00| 6250.00000 6250.00| 6500.00000 6500.00 MISCELLANEOUS EQUIPMENT FOR SYSTEM LOOP | | | AND INTERCONNECT | | | 0161 805-01815 24.000 EACH | 1500.00000 36000.00| 1500.00000 36000.00| 1950.00000 46800.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0162 805-01842 75.000 EACH | 600.00000 45000.00| 600.00000 45000.00| 920.00000 69000.00 HANDHOLE, SIGNAL | | | 0163 805-02087 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0164 805-02152 26.000 EACH | 645.00000 16770.00| 645.00000 16770.00| 700.00000 18200.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0166 805-02658 594.000 LFT | 2.25000 1336.50| 2.25000 1336.50| 1.80000 1069.20 CABLE, COAXIAL | | | 0167 805-06592 11944.000 LFT | 11.00000 131384.00| 11.00000 131384.00| 12.00000 143328.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0168 805-06834 7.000 EACH | 9750.00000 68250.00| 9759.00000 68313.00| 11500.00000 80500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -11 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0169 805-08466 8.000 EACH | 615.00000 4920.00| 615.00000 4920.00| 1000.00000 8000.00 RADIO ANTENNA, 9db, YAGI | | | 0170 805-08493 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 2500.00000 2500.00 RADIO SYSTEM TESTING INTERCONNECT | | | 0171 805-08494 7.000 EACH | 2000.00000 14000.00| 2000.00000 14000.00| 2750.00000 19250.00 RADIO SPREAD SPECTRUM | | | 0172 805-78205 64.000 EACH | 820.00000 52480.00| 820.00000 52480.00| 950.00000 60800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0173 805-78215 30.000 EACH | 758.00000 22740.00| 758.00000 22740.00| 890.00000 26700.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0174 805-78230 1.000 EACH | 1250.00000 1250.00| 1250.00000 1250.00| 1600.00000 1600.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0175 805-78370 26.000 EACH | 200.00000 5200.00| 200.00000 5200.00| 280.00000 7280.00 PEDESTRIAN PUSH BUTTON | | | 0176 805-78415 24.000 EACH | 1600.00000 38400.00| 1600.00000 38400.00| 1400.00000 33600.00 SPAN, CATENARY, AND TETHER | | | 0177 805-78420 24.000 EACH | 225.00000 5400.00| 225.00000 5400.00| 300.00000 7200.00 DISCONNECT HANGER | | | 0178 805-78445 7.000 EACH | 600.00000 4200.00| 600.00000 4200.00| 550.00000 3850.00 SIGNAL SERVICE | | | 0179 805-78467 374.000 LFT | 2.75000 1028.50| 2.75000 1028.50| 2.80000 1047.20 SIGNAL CABLE, 3C 8GA. | | | 0180 805-78470 30172.000 LFT | 0.83000 25042.76| 0.83000 25042.76| 0.20000 6034.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0181 805-78480 5873.000 LFT | 0.95000 5579.35| 0.95000 5579.35| 1.40000 8222.20 SIGNAL CABLE, 3C 14GA. | | | 0182 805-78485 12864.000 LFT | 1.35000 17366.40| 1.35000 17366.40| 1.60000 20582.40 SIGNAL CABLE, 5C 14GA. | | | 0183 805-78490 4698.000 LFT | 1.55000 7281.90| 1.55000 7281.90| 1.80000 8456.40 SIGNAL CABLE, 7C 14GA. | | | 0184 805-78510 27090.000 LFT | 0.95000 25735.50| 0.95000 25735.50| 1.40000 37926.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0185 805-78785 59.000 EACH | 500.00000 29500.00| 500.00000 29500.00| 650.00000 38350.00 SIGNAL DETECTOR HOUSING | | | 0186 805-78795 7175.000 LFT | 9.00000 64575.00| 9.00000 64575.00| 7.50000 53812.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -12 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0187 805-78925 7.000 EACH | 525.00000 3675.00| 525.00000 3675.00| 550.00000 3850.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0188 805-81032 24.000 EACH | 3500.00000 84000.00| 3500.00000 84000.00| 3500.00000 84000.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0191 805-92504 56.000 EACH | 575.00000 32200.00| 575.00000 32200.00| 600.00000 33600.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0192 805-92512 90.000 EACH | 1250.00000 112500.00| 1250.00000 112500.00| 650.00000 58500.00 MICROLOOP DETECTOR | | | 0193 805-96014 4892.000 LFT | 2.10000 10273.20| 1.50000 7338.00| 2.00000 9784.00 SAW CUT, FULL DEPTH | | | 0194 808-01045 496.000 LFT | 0.50000 248.00| 2.25000 1116.00| 2.25000 1116.00 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0195 808-06694 13875.000 LFT | 0.19000 2636.25| 0.19000 2636.25| 0.19000 2636.25 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0196 808-06701 15970.000 LFT | 0.32000 5110.40| 0.32000 5110.40| 0.32000 5110.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0197 808-06703 50775.000 LFT | 0.32000 16248.00| 0.32000 16248.00| 0.32000 16248.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0198 808-06705 1130.000 LFT | 0.64000 723.20| 0.64000 723.20| 0.64000 723.20 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0199 808-06713 42478.000 LFT | 0.10000 4247.80| 0.10000 4247.80| 0.10000 4247.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0200 808-06714 19122.000 LFT | 0.10000 1912.20| 0.10000 1912.20| 0.10000 1912.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0201 808-06716 51724.000 LFT | 0.28000 14482.72| 0.15000 7758.60| 0.28000 14482.72 LINE, REMOVE | | | 0202 808-06723 50.000 EACH | 27.00000 1350.00| 27.00000 1350.00| 27.00000 1350.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0203 808-06724 51.000 EACH | 38.00000 1938.00| 38.00000 1938.00| 38.00000 1938.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0204 808-06726 824.000 LFT | 1.52000 1252.48| 1.52000 1252.48| 1.52000 1252.48 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0205 808-75008 570.000 LFT | 0.19000 108.30| 0.19000 108.30| 0.19000 108.30 LINE, PAINT, SOLID, WHITE, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -13 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0206 808-75245 15179.000 LFT | 1.00000 15179.00| 0.32000 4857.28| 0.32000 4857.28 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0207 808-75278 1037.000 LFT | 1.87000 1939.19| 1.87000 1939.19| 1.87000 1939.19 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0208 808-75297 2346.000 LFT | 3.74000 8774.04| 3.74000 8774.04| 3.74000 8774.04 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0209 808-75300 6566.000 LFT | 0.94000 6172.04| 0.94000 6172.04| 0.94000 6172.04 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0210 808-75320 133.000 EACH | 59.00000 7847.00| 59.00000 7847.00| 59.00000 7847.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0212 808-75996 800.000 EACH | 3.81000 3048.00| 3.81000 3048.00| 3.81000 3048.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0213 808-75998 1408.000 EACH | 19.18000 27005.44| 14.05000 19782.40| 15.85000 22316.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0214 808-92027 4351.000 LFT | 0.64000 2784.64| 0.64000 2784.64| 0.64000 2784.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0215 808-98796 582.000 LFT | 2.25000 1309.50| 2.25000 1309.50| 2.25000 1309.50 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0216 107-09367 150.000 EACH | 90.00000 13500.00| 65.00000 9750.00| 100.00000 15000.00 INSPECTION HOLE, 3 FT DEPTH OR LESS | | | 0217 107-09368 150.000 EACH | 180.00000 27000.00| 105.00000 15750.00| 150.00000 22500.00 INSPECTION HOLE, GREATER THAN 3' | | | 0218 202-06541 2.000 EACH | 40.00000 80.00| 40.00000 80.00| 500.00000 1000.00 REMOVE , PAY PHONE | | | 0219 202-93996 3.000 EACH | 200.00000 600.00| 50.00000 150.00| 180.00000 540.00 PEDESTAL BASE, REMOVE | | | 0220 202-94747 4.000 EACH | 75.00000 300.00| 50.00000 200.00| 120.00000 480.00 POST, REMOVE | | | 0221 202-96035 38.000 LFT | 25.00000 950.00| 10.00000 380.00| 25.00000 950.00 CONCRETE WALL, REMOVE | | | 0222 802-05704 2321.000 LFT | 11.00000 25531.00| 11.00000 25531.00| 8.50000 19728.50 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 210 -14 TABULATION OF BIDS ROUTE : 3 CALL ORDER : 210 CONTRACT ID : IR-30294-A COUNTIES : ALLEN LETTING DATE : 03/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1875662 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0223 805-04736 17930.000 LFT | 0.95000 17033.50| 0.95000 17033.50| 1.90000 34067.00 SIGNAL CABLE, 4C 18GA. | | | 0224 805-01861 2940.000 LFT | 1.65000 4851.00| 1.65000 4851.00| 2.50000 7350.00 SIGNAL CABLE, INTERCONNECT, 12C/19 | | | 0225 801-01851 LUMP | 34000.00000 34000.00| 34000.00000 34000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , LUDWIG ROAD | | | 0226 801-01851 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , COOK ROAD | | | 0227 801-01851 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , NORTHLAND AND LIMA VALLEY ROAD | | | 0228 801-01851 LUMP | 34000.00000 34000.00| 34000.00000 34000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , CREMER AND RABUS ROAD | | | 0229 801-01851 LUMP | 34000.00000 34000.00| 34000.00000 34000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , WALLEN ROAD | | | 0230 801-01851 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , NORTHBROOK ROAD | | | 0231 801-01851 LUMP | 34000.00000 34000.00| 34000.00000 34000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | SECTION TOTALS | $ 23,648,703.71| $ 25,238,320.27| $ 26,861,911.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,648,703.71| $ 25,238,320.27| $ 26,861,911.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 230 -1 VENDOR RANKING CALL ORDER : 230 CONTRACT ID : IR-30351-A COUNTIES : PIKE DAVIESS LETTING DATE : 03/11/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/31/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710903 0710905 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR INC $ 1,019,197.01 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,198,000.00 117.5435% 3 35-1385672 FORCE CONSTRUCTION CO INC $ 1,296,813.65 127.2388% 4 90-0177865 HIS CONSTRUCTORS LLC $ 1,326,300.00 130.1319% 5 35-1636776 LINKEL COMPANY $ 2,282,304.00 223.9316% 35-1582525 JERRY AIGNER CONSTRUCTION IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 230 -2 TABULATION OF BIDS ROUTE : PR 69 CALL ORDER : 230 CONTRACT ID : IR-30351-A COUNTIES : PIKE DAVIESS LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-2040801 |( 3 ) 35-1385672 |CLR INC |GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 32000.00000 32000.00| 22711.28000 22711.28| 36800.00000 36800.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 107.50000 215.00| 150.00000 300.00| 266.08000 532.16 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 40.000 MOS | 30.00000 1200.00| 25.00000 1000.00| 90.00000 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 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 110-01001 LUMP | 51020.00000 51020.00| 59000.00000 59000.00| 64850.00000 64850.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-90788 LUMP | 7500.00000 7500.00| 15000.00000 15000.00| 10000.00000 10000.00 DEBRIS, REMOVE REFUSE REMOVAL FROM | | | MITIGATION SITE | | | 0010 203-02000 5768.000 CYS | 9.25000 53354.00| 15.00000 86520.00| 50.00000 288400.00 EXCAVATION, COMMON | | | 0012 205-06934 184.300 TON | 225.00000 41467.50| 300.00000 55290.00| 300.00000 55290.00 TEMPORARY MULCHING | | | 0013 205-06937 5183.000 LFT | 2.25000 11661.75| 3.00000 15549.00| 1.10000 5701.30 TEMPORARY SILT FENCE | | | 0014 303-02051 200.000 TON | 42.00000 8400.00| 40.00000 8000.00| 40.31000 8062.00 STONE, NO 2 , FOR CONSTRUCTION ENTRANCE | | | 0015 621-01004 4.000 EACH | 530.00000 2120.00| 715.00000 2860.00| 500.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-02770 20330.000 SYS | 3.20000 65056.00| 1.70000 34561.00| 2.50000 50825.00 EROSION CONTROL BLANKET COIR FIBER | | | MATTING (100% COCONUT) | | | 0017 621-04258 1368.000 LBS | 11.00000 15048.00| 7.20000 9849.60| 10.00000 13680.00 SEED MIXTURE ANNUAL RYEGRASS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 230 -3 TABULATION OF BIDS ROUTE : PR 69 CALL ORDER : 230 CONTRACT ID : IR-30351-A COUNTIES : PIKE DAVIESS LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-2040801 |( 3 ) 35-1385672 |CLR INC |GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-04258 142.000 LBS | 65.00000 9230.00| 39.83000 5655.86| 60.00000 8520.00 SEED MIXTURE EMERGENT WETLAND | | | 0021 621-04258 35.300 LBS | 55.00000 1941.50| 15.28000 539.38| 50.00000 1765.00 SEED MIXTURE SLOPE STABILIZATION (BERMS | | | 0022 621-04258 103.000 LBS | 55.00000 5665.00| 36.00000 3708.00| 50.00000 5150.00 SEED MIXTURE SWALE | | | 0024 621-04258 7478.000 LBS | 22.00000 164516.00| 25.35000 189567.30| 20.00000 149560.00 SEED MIXTURE WOODED WETLAND | | | ESTABLISHMENT SEED MIX | | | 0026 621-06545 42.000 TON | 550.00000 23100.00| 805.00000 33810.00| 500.00000 21000.00 FERTILIZER | | | 0028 621-06557 11045.000 LBS | 4.25000 46941.25| 1.50000 16567.50| 5.00000 55225.00 SEED MIXTURE, T | | | 0029 621-06565 412.000 TON | 275.00000 113300.00| 375.00000 154500.00| 250.00000 103000.00 MULCHING MATERIAL | | | 0031 622-91786 78965.000 EACH | 2.05000 161878.25| 3.06000 241632.90| 1.85000 146085.25 SEEDLING TREES AND SHRUBS, BARE ROOT | | | 0033 622-91786 4074.000 EACH | 31.00000 126294.00| 24.32000 99079.68| 28.00000 114072.00 SEEDLING TREES, 3 GALLON CONTAINER GROW | | | 0035 628-09401 20.000 MOS | 850.00000 17000.00| 2000.00000 40000.00| 1695.99000 33919.80 FIELD OFFICE, A | | | 0036 802-04314 4.000 EACH | 750.00000 3000.00| 500.00000 2000.00| 937.99000 3751.96 SIGN MITIGATION SITE IDENTIFICATION | | | 0037 804-06770 272.000 EACH | 42.00000 11424.00| 44.25000 12036.00| 75.27000 20473.44 DELINEATOR POST 4 INCH X 4 INCH | | | 0038 805-08093 3.000 EACH | 4995.00000 14985.00| 5166.00000 15498.00| 16056.61000 48169.83 POLE FOR BAT ROOSTING AND RAPTOR NESTIN | | | 0039 719-09505 6327.000 LFT | 4.88000 30875.76| 11.50000 72760.50| 7.33000 46376.91 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | SECTION TOTALS | $ 1,019,197.01| $ 1,198,000.00| $ 1,296,813.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,019,197.01| $ 1,198,000.00| $ 1,296,813.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 230 -4 TABULATION OF BIDS ROUTE : PR 69 CALL ORDER : 230 CONTRACT ID : IR-30351-A COUNTIES : PIKE DAVIESS LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1636776 |( ) |HIS CONSTRUCTORS LLC |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 37500.00000 37500.00| 100000.00000 100000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 175.00000 350.00| 150.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 40.000 MOS | 110.00000 4400.00| 150.00000 6000.00| 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0008 110-01001 LUMP | 58315.05000 58315.05| 100000.00000 100000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-90788 LUMP | 35421.00000 35421.00| 200000.00000 200000.00| DEBRIS, REMOVE REFUSE REMOVAL FROM | | | MITIGATION SITE | | | 0010 203-02000 5768.000 CYS | 23.00000 132664.00| 25.00000 144200.00| EXCAVATION, COMMON | | | 0012 205-06934 184.300 TON | 350.00000 64505.00| 700.00000 129010.00| TEMPORARY MULCHING | | | 0013 205-06937 5183.000 LFT | 1.50000 7774.50| 2.00000 10366.00| TEMPORARY SILT FENCE | | | 0014 303-02051 200.000 TON | 28.00000 5600.00| 50.00000 10000.00| STONE, NO 2 , FOR CONSTRUCTION ENTRANCE | | | 0015 621-01004 4.000 EACH | 750.00000 3000.00| 10000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-02770 20330.000 SYS | 1.80000 36594.00| 5.00000 101650.00| EROSION CONTROL BLANKET COIR FIBER | | | MATTING (100% COCONUT) | | | 0017 621-04258 1368.000 LBS | 7.50000 10260.00| 10.00000 13680.00| SEED MIXTURE ANNUAL RYEGRASS | | | 0019 621-04258 142.000 LBS | 42.00000 5964.00| 75.00000 10650.00| SEED MIXTURE EMERGENT WETLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 230 -5 TABULATION OF BIDS ROUTE : PR 69 CALL ORDER : 230 CONTRACT ID : IR-30351-A COUNTIES : PIKE DAVIESS LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1636776 |( ) |HIS CONSTRUCTORS LLC |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 621-04258 35.300 LBS | 16.50000 582.45| 80.00000 2824.00| SEED MIXTURE SLOPE STABILIZATION (BERMS | | | 0022 621-04258 103.000 LBS | 39.00000 4017.00| 80.00000 8240.00| SEED MIXTURE SWALE | | | 0024 621-04258 7478.000 LBS | 27.00000 201906.00| 40.00000 299120.00| SEED MIXTURE WOODED WETLAND | | | ESTABLISHMENT SEED MIX | | | 0026 621-06545 42.000 TON | 850.00000 35700.00| 1300.00000 54600.00| FERTILIZER | | | 0028 621-06557 11045.000 LBS | 2.00000 22090.00| 6.00000 66270.00| SEED MIXTURE, T | | | 0029 621-06565 412.000 TON | 400.00000 164800.00| 750.00000 309000.00| MULCHING MATERIAL | | | 0031 622-91786 78965.000 EACH | 3.20000 252688.00| 5.00000 394825.00| SEEDLING TREES AND SHRUBS, BARE ROOT | | | 0033 622-91786 4074.000 EACH | 25.00000 101850.00| 30.00000 122220.00| SEEDLING TREES, 3 GALLON CONTAINER GROW | | | 0035 628-09401 20.000 MOS | 3600.00000 72000.00| 2000.00000 40000.00| FIELD OFFICE, A | | | 0036 802-04314 4.000 EACH | 550.00000 2200.00| 600.00000 2400.00| SIGN MITIGATION SITE IDENTIFICATION | | | 0037 804-06770 272.000 EACH | 65.00000 17680.00| 70.00000 19040.00| DELINEATOR POST 4 INCH X 4 INCH | | | 0038 805-08093 3.000 EACH | 5600.00000 16800.00| 1000.00000 3000.00| POLE FOR BAT ROOSTING AND RAPTOR NESTIN | | | 0039 719-09505 6327.000 LFT | 5.00000 31635.00| 15.00000 94905.00| TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | SECTION TOTALS | $ 1,326,300.00| $ 2,282,304.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,326,300.00| $ 2,282,304.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : IR-30354-A COUNTIES : GIBSON LETTING DATE : 03/11/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710902 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1582525 JERRY AIGNER CONSTRUCTION $ 172,741.90 100.0000% 2 35-1801998 CLR INC $ 176,823.10 102.3626% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 196,000.00 113.4641% 4 90-0177865 HIS CONSTRUCTORS LLC $ 240,420.00 139.1787% 5 35-1875662 CRIDER & CRIDER INC $ 286,275.18 165.7242% 6 35-1817574 YARDBERRY LANDSCAPE $ 317,190.50 183.6211% 7 35-1636776 LINKEL COMPANY $ 545,193.00 315.6113% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 240 -2 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 240 CONTRACT ID : IR-30354-A COUNTIES : GIBSON LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582525 |( 2 ) 35-1801998 |( 3 ) 35-2040801 |JERRY AIGNER CONSTRUCTION |CLR INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 7300.00000 7300.00| 7741.48000 7741.48 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 195.00000 195.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 50.00000 600.00| 75.00000 900.00| 10.00000 120.00 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 10000.00000 10000.00| 8640.00000 8640.00| 9800.00000 9800.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-90788 LUMP | 3500.00000 3500.00| 3693.00000 3693.00| 12000.00000 12000.00 DEBRIS, REMOVE , REFUSE REMOVAL | | | 0010 203-02000 66.000 CYS | 58.00000 3828.00| 125.00000 8250.00| 60.00000 3960.00 EXCAVATION, COMMON | | | 0012 205-06934 10.600 TON | 300.00000 3180.00| 292.00000 3095.20| 335.00000 3551.00 TEMPORARY MULCHING | | | 0013 205-06937 1350.000 LFT | 2.00000 2700.00| 2.34000 3159.00| 3.00000 4050.00 TEMPORARY SILT FENCE | | | 0014 205-09543 100.000 TON | 20.00000 2000.00| 42.00000 4200.00| 50.00000 5000.00 NO 2 STONE , FOR CONSTRUCTION ENTRANCE | | | 0015 603-04244 3.000 EACH | 3200.00000 9600.00| 3865.00000 11595.00| 4000.00000 12000.00 GATE , FOR ACCESS CONTROL | | | 0016 621-01004 2.000 EACH | 3000.00000 6000.00| 781.50000 1563.00| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-02770 1080.000 SYS | 3.30000 3564.00| 3.25000 3510.00| 1.70000 1836.00 EROSION CONTROL BLANKET , COIR FIBER | | | MATTING (100% COCONUT) | | | 0018 621-04258 13.900 LBS | 71.00000 986.90| 92.00000 1278.80| 85.00000 1181.50 SEED MIXTURE , EMERGENT WETLAND (ZONE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 240 -3 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 240 CONTRACT ID : IR-30354-A COUNTIES : GIBSON LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582525 |( 2 ) 35-1801998 |( 3 ) 35-2040801 |JERRY AIGNER CONSTRUCTION |CLR INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-04258 518.800 LBS | 30.00000 15564.00| 36.00000 18676.80| 33.00000 17120.40 SEED MIXTURE ,WOODLAND WETLAND | | | ESTABLISHMENT | | | 0020 621-04258 12.700 LBS | 20.00000 254.00| 73.50000 933.45| 67.45000 856.62 SEED MIXTURE SLOPE STABILIZATION (BERMS | | | 0021 621-06545 2.410 TON | 1100.00000 2651.00| 2000.00000 4820.00| 825.00000 1988.25 FERTILIZER , ZONES A, B, AND C | | | 0022 621-06557 635.000 LBS | 4.00000 2540.00| 1.41000 895.35| 1.85000 1174.75 SEED MIXTURE, T | | | 0023 621-06565 24.100 TON | 400.00000 9640.00| 425.00000 10242.50| 375.00000 9037.50 MULCHING MATERIAL , ZONES A, B, AND C | | | 0024 622-52436 13.000 EACH | 100.00000 1300.00| 33.00000 429.00| 31.00000 403.00 SIGN, DO NOT MOW OR SPRAY | | | 0026 628-09401 12.000 MOS | 2400.00000 28800.00| 1360.00000 16320.00| 1500.00000 18000.00 FIELD OFFICE, A | | | 0027 715-05177 24.000 LFT | 50.00000 1200.00| 77.00000 1848.00| 100.00000 2400.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0028 805-08093 1.000 EACH | 10500.00000 10500.00| 4690.00000 4690.00| 5166.00000 5166.00 POLE , HABFOR BAT ROOSTING AND RAPTOR | | | NESTING | | | 0029 719-09505 1970.000 LFT | 3.00000 5910.00| 3.00000 5910.00| 15.00000 29550.00 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0030 622-91786 5060.000 EACH | 2.00000 10120.00| 3.75000 18975.00| 3.20000 16192.00 SEEDLING , BARE ROOT | | | 0031 622-91786 1275.000 EACH | 28.00000 35700.00| 28.00000 35700.00| 24.50000 31237.50 SEEDLING , 3 GALLON CONTAINER, GROWN | | | SECTION TOTALS | $ 172,741.90| $ 176,823.10| $ 196,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 172,741.90| $ 176,823.10| $ 196,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 240 -4 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 240 CONTRACT ID : IR-30354-A COUNTIES : GIBSON LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1817574 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 7600.00000 7600.00| 4061.00000 4061.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 220.00000 220.00| 203.05000 203.05| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 140.00000 1680.00| 101.52000 1218.24| 175.00000 2100.00 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 12054.10000 12054.10| 3249.62000 3249.62| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-90788 LUMP | 15600.00000 15600.00| 1912.86000 1912.86| 22000.00000 22000.00 DEBRIS, REMOVE , REFUSE REMOVAL | | | 0010 203-02000 66.000 CYS | 200.00000 13200.00| 140.43000 9268.38| 65.00000 4290.00 EXCAVATION, COMMON | | | 0012 205-06934 10.600 TON | 370.00000 3922.00| 680.22000 7210.33| 400.00000 4240.00 TEMPORARY MULCHING | | | 0013 205-06937 1350.000 LFT | 1.60000 2160.00| 5.43000 7330.50| 3.50000 4725.00 TEMPORARY SILT FENCE | | | 0014 205-09543 100.000 TON | 30.00000 3000.00| 35.16000 3516.00| 30.00000 3000.00 NO 2 STONE , FOR CONSTRUCTION ENTRANCE | | | 0015 603-04244 3.000 EACH | 4000.00000 12000.00| 6308.85000 18926.55| 2500.00000 7500.00 GATE , FOR ACCESS CONTROL | | | 0016 621-01004 2.000 EACH | 800.00000 1600.00| 1451.81000 2903.62| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-02770 1080.000 SYS | 2.00000 2160.00| 3.45000 3726.00| 4.50000 4860.00 EROSION CONTROL BLANKET , COIR FIBER | | | MATTING (100% COCONUT) | | | 0018 621-04258 13.900 LBS | 95.00000 1320.50| 172.59000 2399.00| 233.00000 3238.70 SEED MIXTURE , EMERGENT WETLAND (ZONE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 240 -5 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 240 CONTRACT ID : IR-30354-A COUNTIES : GIBSON LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1817574 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-04258 518.800 LBS | 38.00000 19714.40| 67.01000 34764.79| 131.00000 67962.80 SEED MIXTURE ,WOODLAND WETLAND | | | ESTABLISHMENT | | | 0020 621-04258 12.700 LBS | 76.00000 965.20| 136.96000 1739.39| 95.00000 1206.50 SEED MIXTURE SLOPE STABILIZATION (BERMS | | | 0021 621-06545 2.410 TON | 930.00000 2241.30| 1675.16000 4037.14| 1600.00000 3856.00 FERTILIZER , ZONES A, B, AND C | | | 0022 621-06557 635.000 LBS | 2.00000 1270.00| 3.76000 2387.60| 14.00000 8890.00 SEED MIXTURE, T | | | 0023 621-06565 24.100 TON | 400.00000 9640.00| 761.44000 18350.70| 525.00000 12652.50 MULCHING MATERIAL , ZONES A, B, AND C | | | 0024 622-52436 13.000 EACH | 35.00000 455.00| 246.21000 3200.73| 55.00000 715.00 SIGN, DO NOT MOW OR SPRAY | | | 0026 628-09401 12.000 MOS | 4700.00000 56400.00| 2609.65000 31315.80| 2300.00000 27600.00 FIELD OFFICE, A | | | 0027 715-05177 24.000 LFT | 165.00000 3960.00| 159.62000 3830.88| 125.00000 3000.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0028 805-08093 1.000 EACH | 5200.00000 5200.00| 10489.55000 10489.55| 5500.00000 5500.00 POLE , HABFOR BAT ROOSTING AND RAPTOR | | | NESTING | | | 0029 719-09505 1970.000 LFT | 6.05000 11918.50| 7.06000 13908.20| 20.00000 39400.00 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0030 622-91786 5060.000 EACH | 3.50000 17710.00| 6.50000 32890.00| 3.75000 18975.00 SEEDLING , BARE ROOT | | | 0031 622-91786 1275.000 EACH | 27.00000 34425.00| 49.75000 63431.25| 35.00000 44625.00 SEEDLING , 3 GALLON CONTAINER, GROWN | | | SECTION TOTALS | $ 240,420.00| $ 286,275.18| $ 317,190.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 240,420.00| $ 286,275.18| $ 317,190.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 240 -6 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 240 CONTRACT ID : IR-30354-A COUNTIES : GIBSON LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 100000.00000 100000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 150.00000 1800.00| | 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 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-90788 LUMP | 100000.00000 100000.00| | DEBRIS, REMOVE , REFUSE REMOVAL | | | 0010 203-02000 66.000 CYS | 50.00000 3300.00| | EXCAVATION, COMMON | | | 0012 205-06934 10.600 TON | 700.00000 7420.00| | TEMPORARY MULCHING | | | 0013 205-06937 1350.000 LFT | 2.00000 2700.00| | TEMPORARY SILT FENCE | | | 0014 205-09543 100.000 TON | 50.00000 5000.00| | NO 2 STONE , FOR CONSTRUCTION ENTRANCE | | | 0015 603-04244 3.000 EACH | 3000.00000 9000.00| | GATE , FOR ACCESS CONTROL | | | 0016 621-01004 2.000 EACH | 10000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-02770 1080.000 SYS | 5.00000 5400.00| | EROSION CONTROL BLANKET , COIR FIBER | | | MATTING (100% COCONUT) | | | 0018 621-04258 13.900 LBS | 100.00000 1390.00| | SEED MIXTURE , EMERGENT WETLAND (ZONE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 240 -7 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 240 CONTRACT ID : IR-30354-A COUNTIES : GIBSON LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-04258 518.800 LBS | 80.00000 41504.00| | SEED MIXTURE ,WOODLAND WETLAND | | | ESTABLISHMENT | | | 0020 621-04258 12.700 LBS | 100.00000 1270.00| | SEED MIXTURE SLOPE STABILIZATION (BERMS | | | 0021 621-06545 2.410 TON | 1500.00000 3615.00| | FERTILIZER , ZONES A, B, AND C | | | 0022 621-06557 635.000 LBS | 10.00000 6350.00| | SEED MIXTURE, T | | | 0023 621-06565 24.100 TON | 900.00000 21690.00| | MULCHING MATERIAL , ZONES A, B, AND C | | | 0024 622-52436 13.000 EACH | 350.00000 4550.00| | SIGN, DO NOT MOW OR SPRAY | | | 0026 628-09401 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, A | | | 0027 715-05177 24.000 LFT | 75.00000 1800.00| | PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0028 805-08093 1.000 EACH | 1000.00000 1000.00| | POLE , HABFOR BAT ROOSTING AND RAPTOR | | | NESTING | | | 0029 719-09505 1970.000 LFT | 10.00000 19700.00| | TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0030 622-91786 5060.000 EACH | 5.00000 25300.00| | SEEDLING , BARE ROOT | | | 0031 622-91786 1275.000 EACH | 30.00000 38250.00| | SEEDLING , 3 GALLON CONTAINER, GROWN | | | SECTION TOTALS | $ 545,193.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 545,193.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -1 VENDOR RANKING CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400445 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,189,000.00 100.0000% 2 35-0626844 J H RUDOLPH & COMPANY $ 1,195,678.80 100.5617% 3 35-1875662 CRIDER & CRIDER INC $ 1,247,899.00 104.9537% 4 35-1878024 RAGLE INC $ 1,259,618.67 105.9393% 5 35-1139301 E & B PAVING INC $ 1,271,000.00 106.8966% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,343,535.05 112.9971% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -2 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES | | | 0001 105-06845 LUMP | 16000.00000 16000.00| 15000.00000 15000.00| 19000.00000 19000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| 120.00000 120.00| 175.00000 175.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 7.000 MOS | 100.00000 700.00| 60.00000 420.00| 58.00000 406.00 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 | 59200.00000 59200.00| 59700.00000 59700.00| 62000.00000 62000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 25342.84000 25342.84| 23900.00000 23900.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0013 202-02637 107.000 LFT | 32.00000 3424.00| 29.00000 3103.00| 36.50000 3905.50 PIPE, ABANDON AND GROUT FILL | | | 0014 202-93995 2.000 EACH | 410.00000 820.00| 425.00000 850.00| 280.00000 560.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0015 202-93999 2.000 EACH | 360.00000 720.00| 360.00000 720.00| 610.00000 1220.00 SIGNAL POLE, REMOVE | | | 0016 202-96133 239.000 LFT | 9.00000 2151.00| 10.00000 2390.00| 11.00000 2629.00 PIPE, REMOVE | | | 0017 203-02000 4980.000 CYS | 9.00000 44820.00| 19.00000 94620.00| 10.50000 52290.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -3 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06931 351.000 TON | 48.00000 16848.00| 45.00000 15795.00| 43.00000 15093.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06937 510.000 LFT | 3.60000 1836.00| 2.50000 1275.00| 3.00000 1530.00 TEMPORARY SILT FENCE | | | 0020 205-09543 100.000 TON | 43.00000 4300.00| 22.00000 2200.00| 27.00000 2700.00 NO 2 STONE | | | 0021 207-08263 7091.000 SYS | 15.50000 109910.50| 14.50000 102819.50| 17.50000 124092.50 SUBGRADE TREATMENT, TYPE IA | | | 0022 207-08267 1485.000 SYS | 11.50000 17077.50| 11.00000 16335.00| 12.00000 17820.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 177.000 CYS | 45.00000 7965.00| 32.00000 5664.00| 44.50000 7876.50 STRUCTURE BACKFILL, TYPE 1 | | | 0024 214-07202 2258.000 SYS | 2.50000 5645.00| 2.75000 6209.50| 3.00000 6774.00 GEOGRID, I | | | 0025 301-07448 4290.000 TON | 24.00000 102960.00| 21.00000 90090.00| 23.00000 98670.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-01180 1444.000 TON | 24.00000 34656.00| 23.00000 33212.00| 24.50000 35378.00 COMPACTED AGGREGATE, NO. 53 | | | 0027 303-08210 462.000 TON | 26.00000 12012.00| 23.00000 10626.00| 27.00000 12474.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0028 303-93506 90.000 CYS | 60.00000 5400.00| 36.00000 3240.00| 53.50000 4815.00 AGGREGATE, 2 | | | 0029 304-07491 80.000 TON | 60.00000 4800.00| 76.00000 6080.00| 131.75000 10540.00 HMA PATCHING, TYPE C | | | 0030 306-08038 9265.000 SYS | 1.20000 11118.00| 0.50000 4632.50| 0.65000 6022.25 MILLING, ASPHALT, 4 IN. | | | 0031 401-06264 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 3600.00000 3600.00 PROFILOGRAPH, HMA | | | 0033 401-07328 980.000 TON | 82.00000 80360.00| 88.00000 86240.00| 88.00000 86240.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0036 402-07433 75.000 TON | 72.00000 5400.00| 140.00000 10500.00| 103.00000 7725.00 HMA SURFACE, TYPE B | | | 0037 402-07438 143.000 TON | 65.00000 9295.00| 90.00000 12870.00| 87.50000 12512.50 HMA INTERMEDIATE, TYPE B | | | 0038 402-07441 171.000 TON | 62.00000 10602.00| 64.00000 10944.00| 71.00000 12141.00 HMA BASE, TYPE B | | | 0039 402-07442 1430.000 TON | 62.00000 88660.00| 60.00000 85800.00| 72.00000 102960.00 HMA BASE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -4 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 406-05520 7.500 TON | 400.00000 3000.00| 580.00000 4350.00| 526.00000 3945.00 ASPHALT FOR TACK COAT | | | 0041 606-07484 2236.000 LFT | 1.85000 4136.60| 2.55000 5701.80| 2.00000 4472.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0042 610-09108 593.000 SYS | 55.00000 32615.00| 40.00000 23720.00| 85.50000 50701.50 PCCP FOR APPROACHES, 9 IN. | | | 0043 611-06497 5.000 EACH | 180.00000 900.00| 180.00000 900.00| 150.00000 750.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 611-06498 3.000 EACH | 375.00000 1125.00| 375.00000 1125.00| 300.00000 900.00 MAILBOX ASSEMBLY, DOUBLE | | | 0045 615-06490 31.000 EACH | 135.00000 4185.00| 135.00000 4185.00| 127.50000 3952.50 RIGHT OF WAY MARKER | | | 0046 615-06505 5.000 EACH | 800.00000 4000.00| 800.00000 4000.00| 660.00000 3300.00 MONUMENT, B | | | 0047 616-02320 1360.000 SYS | 4.00000 5440.00| 2.75000 3740.00| 2.00000 2720.00 GEOTEXTILES | | | 0048 616-05688 165.000 TON | 52.00000 8580.00| 34.00000 5610.00| 29.00000 4785.00 RIPRAP, CLASS 1 | | | 0049 616-06405 679.000 TON | 52.00000 35308.00| 36.00000 24444.00| 30.00000 20370.00 RIPRAP, REVETMENT | | | 0050 621-01004 2.000 EACH | 715.00000 1430.00| 715.00000 1430.00| 793.00000 1586.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 0.910 TON | 1055.00000 960.05| 1055.00000 960.05| 1175.00000 1069.25 FERTILIZER | | | 0052 621-06553 386.000 LBS | 4.95000 1910.70| 5.00000 1930.00| 5.50000 2123.00 SEED MIXTURE, R | | | 0053 621-06557 182.000 LBS | 2.00000 364.00| 2.00000 364.00| 2.25000 409.50 SEED MIXTURE, T UNDISTRIBUTED | | | 0054 621-06565 4.500 TON | 690.00000 3105.00| 690.00000 3105.00| 765.00000 3442.50 MULCHING MATERIAL | | | 0055 621-06567 396.000 kGAL | 1.00000 396.00| 1.00000 396.00| 1.00000 396.00 WATER | | | 0056 621-06574 1470.000 SYS | 2.92000 4292.40| 5.00000 7350.00| 3.25000 4777.50 SODDING | | | 0057 621-06575 2257.000 SYS | 2.92000 6590.44| 5.00000 11285.00| 3.25000 7335.25 SODDING, NURSERY | | | 0058 628-09408 7.000 MOS | 220.00000 1540.00| 325.00000 2275.00| 150.00000 1050.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -5 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 628-09409 7.000 MOS | 75.00000 525.00| 120.00000 840.00| 58.00000 406.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0060 715-04694 2.000 EACH | 850.00000 1700.00| 1100.00000 2200.00| 1050.00000 2100.00 PIPE END SECTION, MIN AREA 6.5 SF | | | 0061 715-05169 196.000 LFT | 35.00000 6860.00| 59.00000 11564.00| 32.00000 6272.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0062 715-05237 107.000 LFT | 53.00000 5671.00| 92.00000 9844.00| 142.00000 15194.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0063 715-05365 46.000 LFT | 44.00000 2024.00| 67.00000 3082.00| 58.00000 2668.00 PIPE, TYPE 3, DEFORMED, MIN AREA 2.9 SF | | | 0064 715-08162 89.000 LFT | 120.00000 10680.00| 175.00000 15575.00| 153.50000 13661.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 8.8 | | | SFT. | | | 0065 715-08163 2.000 EACH | 1500.00000 3000.00| 1500.00000 3000.00| 1590.00000 3180.00 PIPE END SECTION, MIN. AREA 8.8 SFT. | | | 0066 715-46005 16.000 EACH | 430.00000 6880.00| 400.00000 6400.00| 379.00000 6064.00 PIPE END SECTION, 15 IN. | | | 0067 715-46065 4.000 EACH | 600.00000 2400.00| 625.00000 2500.00| 530.00000 2120.00 PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0068 801-01093 8.000 EACH | 1900.00000 15200.00| 975.00000 7800.00| 990.00000 7920.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0069 801-04308 2.000 EACH | 295.00000 590.00| 435.00000 870.00| 438.10000 876.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06203 13690.000 LFT | 0.28000 3833.20| 0.20000 2738.00| 0.20000 2738.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0071 801-06640 4.000 EACH | 125.00000 500.00| 215.00000 860.00| 216.00000 864.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 4.000 EACH | 60.00000 240.00| 215.00000 860.00| 216.00000 864.00 CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 30300.00000 30300.00| 21875.00000 21875.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0074 801-07119 48.000 LFT | 25.00000 1200.00| 13.00000 624.00| 13.25000 636.00 BARRICADE, III-B | | | 0075 801-07612 75.000 LFT | 6.00000 450.00| 2.95000 221.25| 3.25000 243.75 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0076 802-05701 85.000 LFT | 12.00000 1020.00| 12.00000 1020.00| 12.00000 1020.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -6 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 802-05702 245.000 LFT | 13.40000 3283.00| 13.40000 3283.00| 13.00000 3185.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0078 802-76020 188.000 SFT | 20.00000 3760.00| 20.00000 3760.00| 19.00000 3572.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0079 802-76035 32.000 SFT | 24.00000 768.00| 24.00000 768.00| 21.00000 672.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0080 805-01815 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 2000.00000 4000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0081 805-01842 10.000 EACH | 720.00000 7200.00| 720.00000 7200.00| 798.00000 7980.00 HANDHOLE, SIGNAL | | | 0082 805-01844 215.000 LFT | 17.52000 3766.80| 17.55000 3773.25| 19.50000 4192.50 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0083 805-02328 3906.000 LFT | 0.36000 1406.16| 0.37000 1445.22| 0.40000 1562.40 SIGNAL CABLE, 1C 14GA. | | | 0084 805-03793 2.000 EACH | 1620.00000 3240.00| 1620.00000 3240.00| 1800.00000 3600.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0085 805-08487 8.000 EACH | 192.00000 1536.00| 192.00000 1536.00| 213.00000 1704.00 TRAFFIC SIGNAL BACKPLATE | | | 0086 805-78205 4.000 EACH | 564.00000 2256.00| 564.00000 2256.00| 625.00000 2500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0087 805-78230 4.000 EACH | 1280.00000 5120.00| 1280.00000 5120.00| 1420.00000 5680.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0088 805-78415 6.000 EACH | 1500.00000 9000.00| 1500.00000 9000.00| 1663.00000 9978.00 SPAN, CATENARY, AND TETHER | | | 0089 805-78420 4.000 EACH | 280.00000 1120.00| 280.00000 1120.00| 310.00000 1240.00 DISCONNECT HANGER | | | 0090 805-78485 223.000 LFT | 1.39000 309.97| 1.40000 312.20| 1.55000 345.65 SIGNAL CABLE, 5C 14GA. | | | 0091 805-78490 922.000 LFT | 1.50000 1383.00| 1.50000 1383.00| 1.65000 1521.30 SIGNAL CABLE, 7C 14GA. | | | 0092 805-78510 5912.000 LFT | 0.72000 4256.64| 0.74000 4374.88| 0.80000 4729.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -7 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 805-78785 13.000 EACH | 525.00000 6825.00| 525.00000 6825.00| 582.00000 7566.00 SIGNAL DETECTOR HOUSING | | | 0094 805-78795 1640.000 LFT | 7.00000 11480.00| 7.20000 11808.00| 7.75000 12710.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0095 805-81060 2.000 EACH | 5100.00000 10200.00| 5100.00000 10200.00| 5700.00000 11400.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0096 808-06703 7210.000 LFT | 0.42000 3028.20| 0.38000 2739.80| 0.42000 3028.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0097 808-06716 11520.000 LFT | 0.70000 8064.00| 0.38000 4377.60| 0.42000 4838.40 LINE, REMOVE | | | 0098 808-75245 5150.000 LFT | 0.42000 2163.00| 0.38000 1957.00| 0.42000 2163.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0099 808-75297 160.000 LFT | 5.90000 944.00| 4.65000 744.00| 5.00000 800.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0100 808-75320 9.000 EACH | 65.00000 585.00| 65.00000 585.00| 72.00000 648.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0101 808-75325 6.000 EACH | 70.00000 420.00| 95.00000 570.00| 105.00000 630.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0102 808-75996 58.000 EACH | 12.00000 696.00| 9.00000 522.00| 39.50000 2291.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0103 808-75998 73.000 EACH | 73.00000 5329.00| 27.25000 1989.25| 44.50000 3248.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 402-07433 292.000 TON | 72.00000 21024.00| 84.00000 24528.00| 103.00000 30076.00 HMA SURFACE, TYPE B | | | 0105 402-07438 875.000 TON | 65.00000 56875.00| 65.00000 56875.00| 87.50000 76562.50 HMA INTERMEDIATE, TYPE B | | | 0106 401-07398 1635.000 TON | 68.00000 111180.00| 68.00000 111180.00| 68.75000 112406.25 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | SECTION TOTALS | $ 1,189,000.00| $ 1,195,678.80| $ 1,247,899.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,189,000.00| $ 1,195,678.80| $ 1,247,899.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -8 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1139301 |( 6 ) 35-1009310 |RAGLE INC |E & B PAVING INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 35000.00000 35000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 75.00000 75.00| 165.00000 165.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 7.000 MOS | 120.00000 840.00| 130.00000 910.00| 220.00000 1540.00 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| 63350.00000 63350.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 25000.00000 25000.00| 20000.00000 20000.00| 12720.00000 12720.00 CLEARING RIGHT OF WAY | | | 0013 202-02637 107.000 LFT | 13.00000 1391.00| 15.00000 1605.00| 43.25000 4627.75 PIPE, ABANDON AND GROUT FILL | | | 0014 202-93995 2.000 EACH | 500.00000 1000.00| 410.00000 820.00| 630.00000 1260.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0015 202-93999 2.000 EACH | 360.00000 720.00| 360.00000 720.00| 380.00000 760.00 SIGNAL POLE, REMOVE | | | 0016 202-96133 239.000 LFT | 5.00000 1195.00| 6.50000 1553.50| 13.40000 3202.60 PIPE, REMOVE | | | 0017 203-02000 4980.000 CYS | 14.30000 71214.00| 16.00000 79680.00| 20.25000 100845.00 EXCAVATION, COMMON | | | 0018 205-06931 351.000 TON | 31.00000 10881.00| 25.00000 8775.00| 34.25000 12021.75 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -9 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1139301 |( 6 ) 35-1009310 |RAGLE INC |E & B PAVING INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 510.000 LFT | 4.00000 2040.00| 5.38000 2743.80| 2.50000 1275.00 TEMPORARY SILT FENCE | | | 0020 205-09543 100.000 TON | 25.00000 2500.00| 25.00000 2500.00| 25.00000 2500.00 NO 2 STONE | | | 0021 207-08263 7091.000 SYS | 23.25000 164865.75| 22.00000 156002.00| 15.75000 111683.25 SUBGRADE TREATMENT, TYPE IA | | | 0022 207-08267 1485.000 SYS | 14.50000 21532.50| 13.50000 20047.50| 13.00000 19305.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 177.000 CYS | 24.00000 4248.00| 22.00000 3894.00| 33.00000 5841.00 STRUCTURE BACKFILL, TYPE 1 | | | 0024 214-07202 2258.000 SYS | 3.00000 6774.00| 2.75000 6209.50| 2.90000 6548.20 GEOGRID, I | | | 0025 301-07448 4290.000 TON | 21.00000 90090.00| 20.00000 85800.00| 25.00000 107250.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-01180 1444.000 TON | 28.00000 40432.00| 20.00000 28880.00| 23.75000 34295.00 COMPACTED AGGREGATE, NO. 53 | | | 0027 303-08210 462.000 TON | 24.25000 11203.50| 25.00000 11550.00| 28.00000 12936.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0028 303-93506 90.000 CYS | 45.00000 4050.00| 49.00000 4410.00| 51.25000 4612.50 AGGREGATE, 2 | | | 0029 304-07491 80.000 TON | 110.00000 8800.00| 135.00000 10800.00| 120.00000 9600.00 HMA PATCHING, TYPE C | | | 0030 306-08038 9265.000 SYS | 1.25000 11581.25| 1.15000 10654.75| 1.20000 11118.00 MILLING, ASPHALT, 4 IN. | | | 0031 401-06264 LUMP | 3900.00000 3900.00| 3900.00000 3900.00| 4475.00000 4475.00 PROFILOGRAPH, HMA | | | 0033 401-07328 980.000 TON | 80.00000 78400.00| 80.00000 78400.00| 91.75000 89915.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0036 402-07433 75.000 TON | 93.00000 6975.00| 93.00000 6975.00| 107.00000 8025.00 HMA SURFACE, TYPE B | | | 0037 402-07438 143.000 TON | 79.00000 11297.00| 79.00000 11297.00| 90.50000 12941.50 HMA INTERMEDIATE, TYPE B | | | 0038 402-07441 171.000 TON | 64.00000 10944.00| 64.00000 10944.00| 73.50000 12568.50 HMA BASE, TYPE B | | | 0039 402-07442 1430.000 TON | 65.00000 92950.00| 65.00000 92950.00| 74.50000 106535.00 HMA BASE, TYPE C | | | 0040 406-05520 7.500 TON | 475.00000 3562.50| 475.00000 3562.50| 545.00000 4087.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -10 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1139301 |( 6 ) 35-1009310 |RAGLE INC |E & B PAVING INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 606-07484 2236.000 LFT | 4.50000 10062.00| 3.05000 6819.80| 2.00000 4472.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0042 610-09108 593.000 SYS | 40.00000 23720.00| 36.00000 21348.00| 42.50000 25202.50 PCCP FOR APPROACHES, 9 IN. | | | 0043 611-06497 5.000 EACH | 180.00000 900.00| 190.00000 950.00| 175.00000 875.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 611-06498 3.000 EACH | 375.00000 1125.00| 385.00000 1155.00| 208.00000 624.00 MAILBOX ASSEMBLY, DOUBLE | | | 0045 615-06490 31.000 EACH | 135.00000 4185.00| 135.00000 4185.00| 185.00000 5735.00 RIGHT OF WAY MARKER | | | 0046 615-06505 5.000 EACH | 800.00000 4000.00| 800.00000 4000.00| 710.00000 3550.00 MONUMENT, B | | | 0047 616-02320 1360.000 SYS | 2.50000 3400.00| 2.00000 2720.00| 2.30000 3128.00 GEOTEXTILES | | | 0048 616-05688 165.000 TON | 36.00000 5940.00| 35.00000 5775.00| 35.50000 5857.50 RIPRAP, CLASS 1 | | | 0049 616-06405 679.000 TON | 33.00000 22407.00| 32.00000 21728.00| 34.25000 23255.75 RIPRAP, REVETMENT | | | 0050 621-01004 2.000 EACH | 715.00000 1430.00| 715.00000 1430.00| 780.00000 1560.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 0.910 TON | 1055.00000 960.05| 1055.00000 960.05| 1150.00000 1046.50 FERTILIZER | | | 0052 621-06553 386.000 LBS | 4.95000 1910.70| 4.95000 1910.70| 5.50000 2123.00 SEED MIXTURE, R | | | 0053 621-06557 182.000 LBS | 2.00000 364.00| 2.00000 364.00| 2.20000 400.40 SEED MIXTURE, T UNDISTRIBUTED | | | 0054 621-06565 4.500 TON | 690.00000 3105.00| 690.00000 3105.00| 750.00000 3375.00 MULCHING MATERIAL | | | 0055 621-06567 396.000 kGAL | 1.00000 396.00| 1.00000 396.00| 1.10000 435.60 WATER | | | 0056 621-06574 1470.000 SYS | 4.25000 6247.50| 2.92000 4292.40| 3.25000 4777.50 SODDING | | | 0057 621-06575 2257.000 SYS | 4.25000 9592.25| 2.92000 6590.44| 3.25000 7335.25 SODDING, NURSERY | | | 0058 628-09408 7.000 MOS | 350.00000 2450.00| 370.00000 2590.00| 330.00000 2310.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0059 628-09409 7.000 MOS | 200.00000 1400.00| 260.00000 1820.00| 220.00000 1540.00 MOBILE INTERNET SERVICE , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -11 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1139301 |( 6 ) 35-1009310 |RAGLE INC |E & B PAVING INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-04694 2.000 EACH | 1000.00000 2000.00| 900.00000 1800.00| 965.00000 1930.00 PIPE END SECTION, MIN AREA 6.5 SF | | | 0061 715-05169 196.000 LFT | 60.00000 11760.00| 50.00000 9800.00| 54.50000 10682.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0062 715-05237 107.000 LFT | 90.00000 9630.00| 75.00000 8025.00| 109.00000 11663.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0063 715-05365 46.000 LFT | 80.00000 3680.00| 60.00000 2760.00| 92.25000 4243.50 PIPE, TYPE 3, DEFORMED, MIN AREA 2.9 SF | | | 0064 715-08162 89.000 LFT | 190.00000 16910.00| 150.00000 13350.00| 188.00000 16732.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 8.8 | | | SFT. | | | 0065 715-08163 2.000 EACH | 1800.00000 3600.00| 1700.00000 3400.00| 1710.00000 3420.00 PIPE END SECTION, MIN. AREA 8.8 SFT. | | | 0066 715-46005 16.000 EACH | 400.00000 6400.00| 300.00000 4800.00| 483.00000 7728.00 PIPE END SECTION, 15 IN. | | | 0067 715-46065 4.000 EACH | 480.00000 1920.00| 400.00000 1600.00| 461.00000 1844.00 PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0068 801-01093 8.000 EACH | 895.00000 7160.00| 1495.00000 11960.00| 975.00000 7800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0069 801-04308 2.000 EACH | 395.00000 790.00| 375.00000 750.00| 430.00000 860.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06203 13690.000 LFT | 0.19000 2601.10| 0.20000 2738.00| 0.25000 3422.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0071 801-06640 4.000 EACH | 195.00000 780.00| 243.00000 972.00| 215.00000 860.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 4.000 EACH | 195.00000 780.00| 5.00000 20.00| 215.00000 860.00 CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 30000.00000 30000.00| 55013.43000 55013.43| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0074 801-07119 48.000 LFT | 11.95000 573.60| 24.00000 1152.00| 13.00000 624.00 BARRICADE, III-B | | | 0075 801-07612 75.000 LFT | 2.95000 221.25| 4.60000 345.00| 3.25000 243.75 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0076 802-05701 85.000 LFT | 12.00000 1020.00| 12.00000 1020.00| 12.00000 1020.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-05702 245.000 LFT | 13.40000 3283.00| 13.40000 3283.00| 13.00000 3185.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -12 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1139301 |( 6 ) 35-1009310 |RAGLE INC |E & B PAVING INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 802-76020 188.000 SFT | 20.00000 3760.00| 20.00000 3760.00| 18.50000 3478.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0079 802-76035 32.000 SFT | 24.00000 768.00| 24.00000 768.00| 21.00000 672.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0080 805-01815 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 2100.00000 4200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0081 805-01842 10.000 EACH | 720.00000 7200.00| 720.00000 7200.00| 800.00000 8000.00 HANDHOLE, SIGNAL | | | 0082 805-01844 215.000 LFT | 17.52000 3766.80| 17.52000 3766.80| 21.25000 4568.75 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0083 805-02328 3906.000 LFT | 0.36000 1406.16| 0.36000 1406.16| 0.50000 1953.00 SIGNAL CABLE, 1C 14GA. | | | 0084 805-03793 2.000 EACH | 1620.00000 3240.00| 1620.00000 3240.00| 2690.00000 5380.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0085 805-08487 8.000 EACH | 192.00000 1536.00| 192.00000 1536.00| 103.00000 824.00 TRAFFIC SIGNAL BACKPLATE | | | 0086 805-78205 4.000 EACH | 564.00000 2256.00| 564.00000 2256.00| 685.00000 2740.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0087 805-78230 4.000 EACH | 1280.00000 5120.00| 1280.00000 5120.00| 1095.00000 4380.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0088 805-78415 6.000 EACH | 1500.00000 9000.00| 1500.00000 9000.00| 2230.00000 13380.00 SPAN, CATENARY, AND TETHER | | | 0089 805-78420 4.000 EACH | 280.00000 1120.00| 280.00000 1120.00| 302.00000 1208.00 DISCONNECT HANGER | | | 0090 805-78485 223.000 LFT | 1.39000 309.97| 1.39000 309.97| 1.40000 312.20 SIGNAL CABLE, 5C 14GA. | | | 0091 805-78490 922.000 LFT | 1.50000 1383.00| 1.50000 1383.00| 1.65000 1521.30 SIGNAL CABLE, 7C 14GA. | | | 0092 805-78510 5912.000 LFT | 0.72000 4256.64| 0.72000 4256.64| 0.75000 4434.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0093 805-78785 13.000 EACH | 525.00000 6825.00| 525.00000 6825.00| 650.00000 8450.00 SIGNAL DETECTOR HOUSING | | | 0094 805-78795 1640.000 LFT | 7.00000 11480.00| 7.00000 11480.00| 8.25000 13530.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 260 -13 TABULATION OF BIDS ROUTE : 57 CALL ORDER : 260 CONTRACT ID : IR-30412-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1139301 |( 6 ) 35-1009310 |RAGLE INC |E & B PAVING INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 805-81060 2.000 EACH | 5100.00000 10200.00| 5100.00000 10200.00| 5520.00000 11040.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0096 808-06703 7210.000 LFT | 0.38000 2739.80| 0.52000 3749.20| 0.50000 3605.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0097 808-06716 11520.000 LFT | 0.38000 4377.60| 0.38000 4377.60| 0.50000 5760.00 LINE, REMOVE | | | 0098 808-75245 5150.000 LFT | 0.38000 1957.00| 0.52000 2678.00| 0.50000 2575.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0099 808-75297 160.000 LFT | 4.65000 744.00| 4.85000 776.00| 5.00000 800.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0100 808-75320 9.000 EACH | 65.00000 585.00| 95.00000 855.00| 71.00000 639.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0101 808-75325 6.000 EACH | 95.00000 570.00| 130.00000 780.00| 103.50000 621.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0102 808-75996 58.000 EACH | 27.25000 1580.50| 17.97000 1042.26| 27.25000 1580.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0103 808-75998 73.000 EACH | 27.25000 1989.25| 40.00000 2920.00| 30.00000 2190.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 402-07433 292.000 TON | 93.00000 27156.00| 93.00000 27156.00| 106.00000 30952.00 HMA SURFACE, TYPE B | | | 0105 402-07438 875.000 TON | 79.00000 69125.00| 79.00000 69125.00| 90.60000 79275.00 HMA INTERMEDIATE, TYPE B | | | 0106 401-07398 1635.000 TON | 62.00000 101370.00| 62.00000 101370.00| 71.00000 116085.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | SECTION TOTALS | $ 1,259,618.67| $ 1,271,000.00| $ 1,343,535.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,259,618.67| $ 1,271,000.00| $ 1,343,535.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 340 -1 VENDOR RANKING CALL ORDER : 340 CONTRACT ID : R -29234-A COUNTIES : LAKE LETTING DATE : 03/11/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 07/31/09 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0600686 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 208,850.56 100.0000% 2 35-1035122 GARIUP CONSTRUCTION CO INC $ 228,700.00 109.5041% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 291,969.56 139.7983% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 309,167.31 148.0328% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 340 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : R -29234-A COUNTIES : LAKE LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1035122 |( 3 ) 35-1339168 |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO 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 | 3500.00000 3500.00| 32000.00000 32000.00| 11305.41000 11305.41 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 | 10000.00000 10000.00| 12197.60000 12197.60| 17648.16000 17648.16 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 27000.00000 27000.00| 20000.00000 20000.00| 43349.12000 43349.12 CLEARING RIGHT OF WAY | | | 0009 202-02279 10.000 m | 50.00000 500.00| 30.00000 300.00| 37.33000 373.30 CURB AND GUTTER, REMOVE | | | 0010 202-52710 14.500 m2 | 20.00000 290.00| 25.00000 362.50| 59.93000 868.99 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-91840 33.000 m | 15.00000 495.00| 67.00000 2211.00| 48.89000 1613.37 FENCE, CHAIN LINK, REMOVE | | | 0012 203-02070 230.000 m3 | 60.00000 13800.00| 35.00000 8050.00| 48.06000 11053.80 BORROW | | | 0013 205-06937 1602.000 m | 5.20000 8330.40| 12.00000 19224.00| 10.73000 17189.46 TEMPORARY SILT FENCE | | | 0014 207-08267 33.000 m2 | 40.00000 1320.00| 30.00000 990.00| 43.34000 1430.22 SUBGRADE TREATMENT, TYPE IIIA | | | 0015 210-08379 6.000 EACH | 1250.00000 7500.00| 1300.00000 7800.00| 2062.05000 12372.30 STEEL , BOLLARD, | | | HINGED/COLLAPSIBLE/LOCKABLE | | | 0016 301-07448 716.500 Mg | 35.00000 25077.50| 24.00000 17196.00| 48.27000 34585.46 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07432 181.800 Mg | 100.00000 18180.00| 80.00000 14544.00| 160.00000 29088.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 340 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : R -29234-A COUNTIES : LAKE LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1035122 |( 3 ) 35-1339168 |WALSH & KELLY INC |GARIUP CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 402-07435 363.600 Mg | 75.00000 27270.00| 90.00000 32724.00| 103.25000 37541.70 HMA INTERMEDIATE, TYPE A | | | 0019 406-05521 3030.000 m2 | 0.35000 1060.50| 0.30000 909.00| 0.17000 515.10 ASPHALT FOR TACK COAT | | | 0020 603-03829 188.000 m | 102.00000 19176.00| 120.00000 22560.00| 164.54000 30933.52 FENCE , GUARDRAIL, WOOD | | | 0021 604-07902 7.400 m2 | 200.00000 1480.00| 200.00000 1480.00| 306.15000 2265.51 CURB RAMP, CONCRETE, H | | | 0022 610-08446 33.000 m2 | 115.00000 3795.00| 80.00000 2640.00| 196.36000 6479.88 PCCP FOR APPROACHES, 150 mm | | | 0023 621-06560 3050.000 m2 | 0.98000 2989.00| 1.50000 4575.00| 0.98000 2989.00 MULCHED SEEDING, U | | | 0024 621-06570 235.000 m3 | 60.00000 14100.00| 40.00000 9400.00| 55.61000 13068.35 TOP SOIL | | | 0025 628-09401 5.000 MOS | 3000.00000 15000.00| 2400.00000 12000.00| 1500.00000 7500.00 FIELD OFFICE, A | | | 0026 801-06775 LUMP | 3500.00000 3500.00| 3000.00000 3000.00| 5311.75000 5311.75 MAINTAINING TRAFFIC | | | 0027 802-05701 39.280 m | 42.95000 1687.08| 50.00000 1964.00| 42.95000 1687.08 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0028 802-76020 5.730 m2 | 198.88000 1139.58| 230.00000 1317.90| 198.88000 1139.58 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0029 808-75060 170.000 m | 4.15000 705.50| 5.00000 850.00| 4.15000 705.50 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0030 621-01004 2.000 EACH | 475.00000 950.00| 200.00000 400.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 208,850.56| $ 228,700.00| $ 291,969.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 208,850.56| $ 228,700.00| $ 291,969.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 340 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : R -29234-A COUNTIES : LAKE LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | 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 | 9879.68000 9879.68| | 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 | 15458.12000 15458.12| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 37257.29000 37257.29| | CLEARING RIGHT OF WAY | | | 0009 202-02279 10.000 m | 115.91000 1159.10| | CURB AND GUTTER, REMOVE | | | 0010 202-52710 14.500 m2 | 79.94000 1159.13| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-91840 33.000 m | 55.00000 1815.00| | FENCE, CHAIN LINK, REMOVE | | | 0012 203-02070 230.000 m3 | 95.00000 21850.00| | BORROW | | | 0013 205-06937 1602.000 m | 7.18000 11502.36| | TEMPORARY SILT FENCE | | | 0014 207-08267 33.000 m2 | 54.50000 1798.50| | SUBGRADE TREATMENT, TYPE IIIA | | | 0015 210-08379 6.000 EACH | 1500.00000 9000.00| | STEEL , BOLLARD, | | | HINGED/COLLAPSIBLE/LOCKABLE | | | 0016 301-07448 716.500 Mg | 57.02000 40854.83| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07432 181.800 Mg | 160.71000 29217.08| | HMA SURFACE, TYPE A | | | 0018 402-07435 363.600 Mg | 103.25000 37541.70| | HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 340 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : R -29234-A COUNTIES : LAKE LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05521 3030.000 m2 | 0.17000 515.10| | ASPHALT FOR TACK COAT | | | 0020 603-03829 188.000 m | 130.00000 24440.00| | FENCE , GUARDRAIL, WOOD | | | 0021 604-07902 7.400 m2 | 302.44000 2238.06| | CURB RAMP, CONCRETE, H | | | 0022 610-08446 33.000 m2 | 74.74000 2466.42| | PCCP FOR APPROACHES, 150 mm | | | 0023 621-06560 3050.000 m2 | 0.98000 2989.00| | MULCHED SEEDING, U | | | 0024 621-06570 235.000 m3 | 124.89000 29349.15| | TOP SOIL | | | 0025 628-09401 5.000 MOS | 4705.49000 23527.45| | FIELD OFFICE, A | | | 0026 801-06775 LUMP | 658.64000 658.64| | MAINTAINING TRAFFIC | | | 0027 802-05701 39.280 m | 40.00000 1571.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0028 802-76020 5.730 m2 | 150.00000 859.50| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0029 808-75060 170.000 m | 6.50000 1105.00| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0030 621-01004 2.000 EACH | 475.00000 950.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 309,167.31| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 309,167.31| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -1 VENDOR RANKING CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 10/30/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1067006 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 1,714,510.84 100.0000% 2 35-1461789 POINDEXTER EXCAVATING $ 1,912,501.35 111.5479% 3 35-1325036 DEICHMAN EXCAVATING CO $ 2,042,591.43 119.1355% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,078,800.00 121.2474% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -2 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1461789 |( 3 ) 35-1325036 |E & B PAVING INC |POINDEXTER EXCAVATING |DEICHMAN EXCAVATING CO 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 | 14000.00000 14000.00| 30000.00000 30000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 900.00000 1800.00| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 65.00000 1560.00| 100.00000 2400.00| 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 49380.00000 49380.00| 91500.00000 91500.00| 190000.00000 190000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 33500.00000 33500.00| 33000.00000 33000.00| 150000.00000 150000.00 CLEARING RIGHT OF WAY | | | 0013 202-91385 1.000 EACH | 500.00000 500.00| 900.00000 900.00| 500.00000 500.00 INLET, REMOVE | | | 0014 202-96133 401.000 LFT | 10.00000 4010.00| 8.00000 3208.00| 10.00000 4010.00 PIPE, REMOVE | | | 0015 203-02000 4173.000 CYS | 14.72760 61458.27| 7.00000 29211.00| 18.00000 75114.00 EXCAVATION, COMMON | | | 0016 203-02070 10150.000 CYS | 4.97830 50529.75| 20.00000 203000.00| 11.00000 111650.00 BORROW | | | 0017 205-02237 1.000 EACH | 176.00000 176.00| 800.00000 800.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -3 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1461789 |( 3 ) 35-1325036 |E & B PAVING INC |POINDEXTER EXCAVATING |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06932 48.000 LFT | 8.88000 426.24| 22.00000 1056.00| 19.50000 936.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06934 11.000 TON | 399.00000 4389.00| 450.00000 4950.00| 405.00000 4455.00 TEMPORARY MULCHING | | | 0020 205-06937 7491.000 LFT | 1.14000 8539.74| 1.30000 9738.30| 1.36000 10187.76 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 25.95000 2595.00| 18.00000 1800.00| 25.00000 2500.00 NO 2 STONE | | | 0022 207-08263 12217.000 SYS | 11.20000 136830.40| 4.50000 54976.50| 7.75000 94681.75 SUBGRADE TREATMENT, TYPE IA | | | 0023 207-08267 5638.000 SYS | 5.19000 29261.22| 6.50000 36647.00| 8.10000 45667.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 1259.000 CYS | 33.00000 41547.00| 16.00000 20144.00| 33.00000 41547.00 STRUCTURE BACKFILL, TYPE 1 | | | 0025 301-07448 4278.000 TON | 14.00000 59892.00| 14.00000 59892.00| 15.60000 66736.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-01180 2125.000 TON | 20.74000 44072.50| 19.00000 40375.00| 21.75000 46218.75 COMPACTED AGGREGATE, NO. 53 SURFACE | | | 0027 304-07494 396.000 TON | 93.00000 36828.00| 130.00000 51480.00| 93.00000 36828.00 WIDENING WITH HMA, TYPE C | | | 0028 306-08036 4428.000 SYS | 1.50000 6642.00| 2.00000 8856.00| 3.00000 13284.00 MILLING, ASPHALT, 2 IN. | | | 0029 306-08039 8567.000 SYS | 0.50000 4283.50| 2.00000 17134.00| 0.01000 85.67 MILLING, ASPHALT REMOVAL | | | 0030 401-07334 1327.000 TON | 78.00000 103506.00| 88.00000 116776.00| 78.00000 103506.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0031 401-07403 2289.000 TON | 59.00000 135051.00| 63.50000 145351.50| 59.00000 135051.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07408 5215.000 TON | 49.46870 257979.27| 57.00000 297255.00| 48.00000 250320.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0033 402-07432 470.000 TON | 64.00000 30080.00| 78.00000 36660.00| 64.00000 30080.00 HMA SURFACE, TYPE A | | | 0034 402-07435 1560.000 TON | 53.00000 82680.00| 59.00000 92040.00| 53.00000 82680.00 HMA INTERMEDIATE, TYPE A | | | 0035 406-05520 1.000 TON | 1100.00000 1100.00| 800.00000 800.00| 1100.00000 1100.00 ASPHALT FOR TACK COAT | | | 0037 610-07488 420.000 TON | 98.00000 41160.00| 100.00000 42000.00| 98.00000 41160.00 HMA FOR APPROACHES, TYPE C | | | 0038 610-08446 76.000 SYS | 65.00000 4940.00| 50.00000 3800.00| 15.00000 1140.00 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -4 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1461789 |( 3 ) 35-1325036 |E & B PAVING INC |POINDEXTER EXCAVATING |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 611-08232 5.000 EACH | 165.00000 825.00| 185.00000 925.00| 165.00000 825.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0040 615-06490 22.000 EACH | 155.00000 3410.00| 172.00000 3784.00| 155.00000 3410.00 RIGHT OF WAY MARKER | | | 0041 615-06505 9.000 EACH | 650.00000 5850.00| 720.00000 6480.00| 650.00000 5850.00 MONUMENT, B | | | 0042 615-06527 1.000 EACH | 450.00000 450.00| 500.00000 500.00| 450.00000 450.00 MONUMENT, SECTION CORNER | | | 0043 616-02320 2611.000 SYS | 3.00000 7833.00| 2.00000 5222.00| 3.00000 7833.00 GEOTEXTILES | | | 0044 616-05688 136.000 TON | 68.00000 9248.00| 38.00000 5168.00| 68.00000 9248.00 RIPRAP, CLASS 1 24" | | | 0045 616-06451 414.000 TON | 35.00000 14490.00| 28.00000 11592.00| 35.00000 14490.00 RIPRAP, UNIFORM | | | 0046 621-02363 10625.000 SYS | 0.21000 2231.25| 0.50000 5312.50| 0.32000 3400.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0047 621-06545 2.000 TON | 415.00000 830.00| 1000.00000 2000.00| 950.00000 1900.00 FERTILIZER | | | 0048 621-06557 112.000 LBS | 3.55000 397.60| 6.00000 672.00| 5.45000 610.40 SEED MIXTURE, T | | | 0049 621-06559 264.000 SYS | 0.45000 118.80| 3.50000 924.00| 1.95000 514.80 MULCHED SEEDING, R | | | 0050 621-06564 112.000 SYS | 1.53000 171.36| 6.00000 672.00| 4.10000 459.20 MULCHED SEEDING, CV | | | 0051 621-06567 328.000 kGAL | 1.00000 328.00| 2.00000 656.00| 1.00000 328.00 WATER | | | 0052 621-06574 9814.000 SYS | 2.39000 23455.46| 2.65000 26007.10| 2.38000 23357.32 SODDING | | | 0053 621-06575 20783.000 SYS | 2.39000 49671.37| 2.65000 55074.95| 2.38000 49463.54 SODDING, NURSERY | | | 0054 628-09402 12.000 MOS | 1500.00000 18000.00| 2000.00000 24000.00| 2200.00000 26400.00 FIELD OFFICE, B | | | 0055 628-09407 12.000 MOS | 50.00000 600.00| 150.00000 1800.00| 210.00000 2520.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0056 714-01633 106.000 LFT | 725.00000 76850.00| 540.00000 57240.00| 725.00000 76850.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 9' X 5' | | | 0057 715-05119 39.000 LFT | 58.00000 2262.00| 40.00000 1560.00| 58.00000 2262.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -5 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1461789 |( 3 ) 35-1325036 |E & B PAVING INC |POINDEXTER EXCAVATING |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05121 112.000 LFT | 40.00000 4480.00| 42.00000 4704.00| 40.00000 4480.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0059 715-05125 158.000 LFT | 70.00000 11060.00| 53.00000 8374.00| 70.00000 11060.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0060 715-05168 146.000 LFT | 35.00000 5110.00| 36.00000 5256.00| 35.00000 5110.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0061 715-05169 128.000 LFT | 38.00000 4864.00| 40.00000 5120.00| 38.00000 4864.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0062 715-05171 71.000 LFT | 39.00000 2769.00| 42.00000 2982.00| 39.00000 2769.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0063 715-05173 68.000 LFT | 48.00000 3264.00| 48.00000 3264.00| 48.00000 3264.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0064 715-05175 40.000 LFT | 62.00000 2480.00| 53.00000 2120.00| 62.00000 2480.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0065 715-05177 214.000 LFT | 75.00000 16050.00| 60.00000 12840.00| 75.00000 16050.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0066 715-08282 5.000 TON | 200.00000 1000.00| 500.00000 2500.00| 150.00000 750.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0067 715-46000 3.000 EACH | 280.00000 840.00| 550.00000 1650.00| 280.00000 840.00 PIPE END SECTION, 12 IN. | | | 0068 715-46005 10.000 EACH | 310.00000 3100.00| 560.00000 5600.00| 310.00000 3100.00 PIPE END SECTION, 15 IN. | | | 0069 715-46010 4.000 EACH | 325.00000 1300.00| 660.00000 2640.00| 325.00000 1300.00 PIPE END SECTION, 18 IN. | | | 0070 715-46020 1.000 EACH | 510.00000 510.00| 920.00000 920.00| 510.00000 510.00 PIPE END SECTION, 24 IN. | | | 0071 715-46030 4.000 EACH | 810.00000 3240.00| 980.00000 3920.00| 810.00000 3240.00 PIPE END SECTION, 30 IN. | | | 0072 715-46040 3.000 EACH | 1290.00000 3870.00| 1300.00000 3900.00| 1290.00000 3870.00 PIPE END SECTION, 36 IN. | | | 0073 720-45410 2.000 EACH | 1900.00000 3800.00| 1500.00000 3000.00| 1900.00000 3800.00 MANHOLE, C4 | | | 0074 720-95422 3.000 EACH | 2200.00000 6600.00| 2000.00000 6000.00| 2200.00000 6600.00 MANHOLE, J4 | | | 0075 801-03290 2.000 EACH | 225.00000 450.00| 250.00000 500.00| 295.00000 590.00 CONSTRUCTION SIGN, C | | | 0076 801-04308 5.000 EACH | 255.00000 1275.00| 450.00000 2250.00| 225.00000 1125.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06207 7953.000 LFT | 0.99000 7873.47| 1.10000 8748.30| 0.90000 7157.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -6 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1461789 |( 3 ) 35-1325036 |E & B PAVING INC |POINDEXTER EXCAVATING |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 801-06539 LUMP | 49625.06000 49625.06| 59000.00000 59000.00| 52490.00000 52490.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0079 801-06625 9.000 EACH | 95.00000 855.00| 172.00000 1548.00| 115.00000 1035.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0080 801-06640 46.000 EACH | 135.00000 6210.00| 161.00000 7406.00| 139.00000 6394.00 CONSTRUCTION SIGN, A | | | 0081 801-06775 LUMP | 14000.00000 14000.00| 25000.00000 25000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0082 801-07119 180.000 LFT | 18.50000 3330.00| 25.00000 4500.00| 15.00000 2700.00 BARRICADE, III-B | | | 0083 801-08401 824.000 LFT | 38.30000 31559.20| 30.00000 24720.00| 20.00000 16480.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0084 802-02158 2.000 EACH | 5625.46000 11250.92| 550.00000 1100.00| 481.00000 962.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0085 802-05701 480.000 LFT | 22.00000 10560.00| 24.50000 11760.00| 22.00000 10560.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0086 802-76025 143.000 SFT | 19.00000 2717.00| 21.00000 3003.00| 19.00000 2717.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0087 802-76035 95.000 SFT | 20.00000 1900.00| 23.00000 2185.00| 20.00000 1900.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0088 802-76045 62.000 SFT | 21.00000 1302.00| 24.00000 1488.00| 21.00000 1302.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0089 808-06703 6245.000 LFT | 0.31000 1935.95| 0.45000 2810.25| 0.54000 3372.30 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0090 808-75245 7071.000 LFT | 0.31000 2192.01| 0.45000 3181.95| 0.54000 3818.34 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0091 808-75297 210.000 LFT | 3.75000 787.50| 4.00000 840.00| 4.55000 955.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0092 808-75320 4.000 EACH | 135.00000 540.00| 125.00000 500.00| 89.00000 356.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0093 808-75325 2.000 EACH | 195.00000 390.00| 175.00000 350.00| 119.00000 238.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -7 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1461789 |( 3 ) 35-1325036 |E & B PAVING INC |POINDEXTER EXCAVATING |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75340 2.000 EACH | 400.00000 800.00| 300.00000 600.00| 425.00000 850.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0095 808-75998 108.000 EACH | 22.50000 2430.00| 28.00000 3024.00| 24.85000 2683.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0096 801-07024 5.000 EACH | 4500.00000 22500.00| 5000.00000 25000.00| 4500.00000 22500.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0097 621-01004 3.000 EACH | 515.00000 1545.00| 350.00000 1050.00| 300.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,714,510.84| $ 1,912,501.35| $ 2,042,591.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,714,510.84| $ 1,912,501.35| $ 2,042,591.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -8 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |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 | 10200.00000 10200.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 100.00000 2400.00| | 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 | 105000.00000 105000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 17920.72000 17920.72| | CLEARING RIGHT OF WAY | | | 0013 202-91385 1.000 EACH | 225.00000 225.00| | INLET, REMOVE | | | 0014 202-96133 401.000 LFT | 20.00000 8020.00| | PIPE, REMOVE | | | 0015 203-02000 4173.000 CYS | 30.00000 125190.00| | EXCAVATION, COMMON | | | 0016 203-02070 10150.000 CYS | 20.00000 203000.00| | BORROW | | | 0017 205-02237 1.000 EACH | 176.00000 176.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -9 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06932 48.000 LFT | 8.88000 426.24| | TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06934 11.000 TON | 399.00000 4389.00| | TEMPORARY MULCHING | | | 0020 205-06937 7491.000 LFT | 1.14000 8539.74| | TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 50.00000 5000.00| | NO 2 STONE | | | 0022 207-08263 12217.000 SYS | 7.30000 89184.10| | SUBGRADE TREATMENT, TYPE IA | | | 0023 207-08267 5638.000 SYS | 9.40000 52997.20| | SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 1259.000 CYS | 30.00000 37770.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0025 301-07448 4278.000 TON | 17.00000 72726.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-01180 2125.000 TON | 22.00000 46750.00| | COMPACTED AGGREGATE, NO. 53 SURFACE | | | 0027 304-07494 396.000 TON | 90.00000 35640.00| | WIDENING WITH HMA, TYPE C | | | 0028 306-08036 4428.000 SYS | 3.00000 13284.00| | MILLING, ASPHALT, 2 IN. | | | 0029 306-08039 8567.000 SYS | 1.60000 13707.20| | MILLING, ASPHALT REMOVAL | | | 0030 401-07334 1327.000 TON | 96.00000 127392.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0031 401-07403 2289.000 TON | 65.00000 148785.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07408 5215.000 TON | 54.50000 284217.50| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0033 402-07432 470.000 TON | 68.00000 31960.00| | HMA SURFACE, TYPE A | | | 0034 402-07435 1560.000 TON | 54.50000 85020.00| | HMA INTERMEDIATE, TYPE A | | | 0035 406-05520 1.000 TON | 600.00000 600.00| | ASPHALT FOR TACK COAT | | | 0037 610-07488 420.000 TON | 130.00000 54600.00| | HMA FOR APPROACHES, TYPE C | | | 0038 610-08446 76.000 SYS | 75.00000 5700.00| | PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -10 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 611-08232 5.000 EACH | 143.00000 715.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0040 615-06490 22.000 EACH | 154.00000 3388.00| | RIGHT OF WAY MARKER | | | 0041 615-06505 9.000 EACH | 630.00000 5670.00| | MONUMENT, B | | | 0042 615-06527 1.000 EACH | 550.00000 550.00| | MONUMENT, SECTION CORNER | | | 0043 616-02320 2611.000 SYS | 2.00000 5222.00| | GEOTEXTILES | | | 0044 616-05688 136.000 TON | 90.00000 12240.00| | RIPRAP, CLASS 1 24" | | | 0045 616-06451 414.000 TON | 46.00000 19044.00| | RIPRAP, UNIFORM | | | 0046 621-02363 10625.000 SYS | 0.21000 2231.25| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0047 621-06545 2.000 TON | 415.00000 830.00| | FERTILIZER | | | 0048 621-06557 112.000 LBS | 3.55000 397.60| | SEED MIXTURE, T | | | 0049 621-06559 264.000 SYS | 0.45000 118.80| | MULCHED SEEDING, R | | | 0050 621-06564 112.000 SYS | 1.53000 171.36| | MULCHED SEEDING, CV | | | 0051 621-06567 328.000 kGAL | 1.00000 328.00| | WATER | | | 0052 621-06574 9814.000 SYS | 2.39000 23455.46| | SODDING | | | 0053 621-06575 20783.000 SYS | 2.39000 49671.37| | SODDING, NURSERY | | | 0054 628-09402 12.000 MOS | 2300.00000 27600.00| | FIELD OFFICE, B | | | 0055 628-09407 12.000 MOS | 200.00000 2400.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0056 714-01633 106.000 LFT | 670.00000 71020.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 9' X 5' | | | 0057 715-05119 39.000 LFT | 36.00000 1404.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -11 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05121 112.000 LFT | 37.00000 4144.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0059 715-05125 158.000 LFT | 62.00000 9796.00| | PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0060 715-05168 146.000 LFT | 33.00000 4818.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0061 715-05169 128.000 LFT | 36.00000 4608.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0062 715-05171 71.000 LFT | 37.00000 2627.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0063 715-05173 68.000 LFT | 60.00000 4080.00| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0064 715-05175 40.000 LFT | 62.00000 2480.00| | PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0065 715-05177 214.000 LFT | 65.00000 13910.00| | PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0066 715-08282 5.000 TON | 130.00000 650.00| | HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0067 715-46000 3.000 EACH | 350.00000 1050.00| | PIPE END SECTION, 12 IN. | | | 0068 715-46005 10.000 EACH | 380.00000 3800.00| | PIPE END SECTION, 15 IN. | | | 0069 715-46010 4.000 EACH | 400.00000 1600.00| | PIPE END SECTION, 18 IN. | | | 0070 715-46020 1.000 EACH | 570.00000 570.00| | PIPE END SECTION, 24 IN. | | | 0071 715-46030 4.000 EACH | 700.00000 2800.00| | PIPE END SECTION, 30 IN. | | | 0072 715-46040 3.000 EACH | 870.00000 2610.00| | PIPE END SECTION, 36 IN. | | | 0073 720-45410 2.000 EACH | 3000.00000 6000.00| | MANHOLE, C4 | | | 0074 720-95422 3.000 EACH | 3400.00000 10200.00| | MANHOLE, J4 | | | 0075 801-03290 2.000 EACH | 195.00000 390.00| | CONSTRUCTION SIGN, C | | | 0076 801-04308 5.000 EACH | 395.00000 1975.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06207 7953.000 LFT | 0.97000 7714.41| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -12 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 801-06539 LUMP | 50000.00000 50000.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0079 801-06625 9.000 EACH | 155.00000 1395.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0080 801-06640 46.000 EACH | 145.00000 6670.00| | CONSTRUCTION SIGN, A | | | 0081 801-06775 LUMP | 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0082 801-07119 180.000 LFT | 22.50000 4050.00| | BARRICADE, III-B | | | 0083 801-08401 824.000 LFT | 36.00000 29664.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0084 802-02158 2.000 EACH | 2812.73000 5625.46| | SIGN, PANEL, REMOVE AND REINSTALL | | | 0085 802-05701 480.000 LFT | 22.53000 10814.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0086 802-76025 143.000 SFT | 17.36000 2482.48| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0087 802-76035 95.000 SFT | 17.91000 1701.45| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0088 802-76045 62.000 SFT | 18.46000 1144.52| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0089 808-06703 6245.000 LFT | 0.39000 2435.55| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0090 808-75245 7071.000 LFT | 0.39000 2757.69| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0091 808-75297 210.000 LFT | 3.75000 787.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0092 808-75320 4.000 EACH | 105.00000 420.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0093 808-75325 2.000 EACH | 155.00000 310.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 350 -13 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 350 CONTRACT ID : R -29270-A COUNTIES : TIPTON LETTING DATE : 03/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75340 2.000 EACH | 265.00000 530.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0095 808-75998 108.000 EACH | 29.50000 3186.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0096 801-07024 5.000 EACH | 4995.00000 24975.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0097 621-01004 3.000 EACH | 515.00000 1545.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,078,800.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,078,800.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -1 VENDOR RANKING CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 09/01/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710013 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE INC $ 2,869,578.03 100.0000% 2 35-0626844 J H RUDOLPH & COMPANY $ 2,916,328.98 101.6292% 3 35-1139301 E & B PAVING INC $ 2,970,000.00 103.4995% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,981,853.93 103.9126% 5 35-1057095 BLANKENBERGER BROTHERS INC $ 3,059,058.61 106.6031% 6 35-1875662 CRIDER & CRIDER INC $ 3,095,559.00 107.8751% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 3,185,000.00 110.9919% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |RAGLE INC |J H RUDOLPH & COMPANY |E & B PAVING 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 | 50000.00000 50000.00| 53000.00000 53000.00| 32000.00000 32000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 120.00000 240.00| 75.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 40.000 MOS | 60.00000 2400.00| 60.00000 2400.00| 90.00000 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 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 | 143500.00000 143500.00| 145000.00000 145000.00| 130000.00000 130000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 71500.00000 71500.00| 71000.00000 71000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0013 202-74035 7.000 EACH | 30.00000 210.00| 84.00000 588.00| 81.00000 567.00 SIGN, REMOVE | | | 0014 202-96133 675.000 LFT | 6.00000 4050.00| 20.00000 13500.00| 11.75000 7931.25 PIPE, REMOVE | | | 0015 203-02000 12590.000 CYS | 13.00000 163670.00| 11.00000 138490.00| 12.00000 151080.00 EXCAVATION, COMMON | | | 0016 203-02070 13570.000 CYS | 6.00000 81420.00| 6.50000 88205.00| 9.75000 132307.50 BORROW | | | 0017 205-03371 34.000 CYS | 4.00000 136.00| 25.00000 850.00| 40.00000 1360.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |RAGLE INC |J H RUDOLPH & COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06931 11.000 TON | 35.00000 385.00| 182.00000 2002.00| 49.50000 544.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 1.000 EACH | 190.00000 190.00| 209.00000 209.00| 190.00000 190.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06936 131.000 TON | 30.00000 3930.00| 44.00000 5764.00| 33.00000 4323.00 TEMPORARY SEDIMENT TRAP | | | 0021 207-08262 36813.000 SYS | 5.00000 184065.00| 5.60000 206152.80| 3.61000 132894.93 SUBGRADE TREATMENT, TYPE I | | | 0022 207-08267 952.000 SYS | 12.00000 11424.00| 12.25000 11662.00| 15.00000 14280.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 511.000 CYS | 17.00000 8687.00| 14.00000 7154.00| 26.25000 13413.75 STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 618.000 CYS | 35.00000 21630.00| 37.00000 22866.00| 26.00000 16068.00 STRUCTURE BACKFILL, TYPE 2 | | | 0026 301-07448 689.000 TON | 20.00000 13780.00| 28.00000 19292.00| 24.00000 16536.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 306-08034 247.000 SYS | 13.50000 3334.50| 12.50000 3087.50| 19.99000 4937.53 MILLING, ASPHALT, 1 1/2 IN. | | | 0028 401-06264 LUMP | 1500.00000 1500.00| 1.00000 1.00| 1.00000 1.00 PROFILOGRAPH, HMA | | | 0029 401-07327 2779.000 TON | 60.00000 166740.00| 61.00000 169519.00| 66.00000 183414.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0030 401-07397 4632.000 TON | 50.20000 232526.40| 51.00000 236232.00| 54.00000 250128.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 15041.000 TON | 45.00000 676845.00| 45.00000 676845.00| 49.00000 737009.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 401-07429 6098.000 TON | 42.00000 256116.00| 43.00000 262214.00| 51.00000 310998.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 406-05520 44.400 TON | 580.00000 25752.00| 580.00000 25752.00| 490.00000 21756.00 ASPHALT FOR TACK COAT | | | 0034 605-06120 2083.000 LFT | 10.00000 20830.00| 10.65000 22183.95| 9.50000 19788.50 CURB, CONCRETE | | | 0035 605-06140 9278.000 LFT | 11.00000 102058.00| 11.80000 109480.40| 10.75000 99738.50 CURB AND GUTTER, CONCRETE | | | 0037 610-07486 312.000 TON | 85.00000 26520.00| 85.00000 26520.00| 93.50000 29172.00 HMA FOR APPROACHES, TYPE A | | | 0038 610-08446 479.000 SYS | 30.00000 14370.00| 25.00000 11975.00| 25.00000 11975.00 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |RAGLE INC |J H RUDOLPH & COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 610-09108 473.000 SYS | 36.00000 17028.00| 32.00000 15136.00| 32.00000 15136.00 PCCP FOR APPROACHES, 9 IN. | | | 0040 611-06497 5.000 EACH | 135.00000 675.00| 135.00000 675.00| 135.00000 675.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 43.000 EACH | 115.00000 4945.00| 115.00000 4945.00| 115.00000 4945.00 RIGHT OF WAY MARKER | | | 0042 615-06505 9.000 EACH | 595.00000 5355.00| 595.00000 5355.00| 595.00000 5355.00 MONUMENT, B | | | 0043 615-06527 1.000 EACH | 495.00000 495.00| 495.00000 495.00| 495.00000 495.00 MONUMENT, SECTION CORNER | | | 0044 616-02320 1064.000 SYS | 2.00000 2128.00| 3.00000 3192.00| 2.15000 2287.60 GEOTEXTILES | | | 0045 616-06405 785.000 TON | 25.00000 19625.00| 45.00000 35325.00| 33.50000 26297.50 RIPRAP, REVETMENT | | | 0046 621-01004 1.000 EACH | 735.00000 735.00| 735.00000 735.00| 735.00000 735.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 2.000 TON | 925.00000 1850.00| 925.00000 1850.00| 925.00000 1850.00 FERTILIZER | | | 0048 621-06554 715.000 LBS | 4.18000 2988.70| 4.20000 3003.00| 4.18000 2988.70 SEED MIXTURE, U | | | 0049 621-06565 9.500 TON | 470.00000 4465.00| 470.00000 4465.00| 470.00000 4465.00 MULCHING MATERIAL | | | 0050 621-06567 28.000 kGAL | 1.00000 28.00| 1.00000 28.00| 1.00000 28.00 WATER | | | 0051 621-06575 7841.000 SYS | 3.75000 29403.75| 4.00000 31364.00| 2.84000 22268.44 SODDING, NURSERY | | | 0052 622-05638 235.000 EACH | 16.75000 3936.25| 16.75000 3936.25| 16.75000 3936.25 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0053 622-98200 4.000 EACH | 36.00000 144.00| 36.00000 144.00| 36.00000 144.00 SIGN, DO NOT DISTURB | | | 0054 628-09402 20.000 MOS | 1000.00000 20000.00| 2000.00000 40000.00| 2000.00000 40000.00 FIELD OFFICE, B | | | 0055 628-09407 20.000 MOS | 35.00000 700.00| 200.00000 4000.00| 200.00000 4000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0056 714-06279 186.000 LFT | 380.00000 70680.00| 355.00000 66030.00| 352.00000 65472.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |RAGLE INC |J H RUDOLPH & COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 714-06688 230.000 LFT | 275.00000 63250.00| 300.00000 69000.00| 274.00000 63020.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 5' X 2' | | | 0058 715-05048 9145.000 LFT | 3.50000 32007.50| 3.75000 34293.75| 3.50000 32007.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05053 16.000 LFT | 35.00000 560.00| 35.00000 560.00| 35.00000 560.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0060 715-05121 78.000 LFT | 30.00000 2340.00| 39.00000 3042.00| 38.75000 3022.50 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0061 715-05149 37.000 LFT | 18.00000 666.00| 39.00000 1443.00| 27.30000 1010.10 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0062 715-05151 1133.500 LFT | 28.00000 31738.00| 29.00000 32871.50| 38.00000 43073.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0063 715-05152 96.000 LFT | 30.00000 2880.00| 46.00000 4416.00| 39.50000 3792.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0064 715-05169 171.000 LFT | 28.00000 4788.00| 35.00000 5985.00| 35.30000 6036.30 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0065 715-46005 27.000 EACH | 365.00000 9855.00| 350.00000 9450.00| 475.00000 12825.00 PIPE END SECTION, 15 IN. | | | 0066 715-46010 4.000 EACH | 400.00000 1600.00| 375.00000 1500.00| 515.00000 2060.00 PIPE END SECTION, 18 IN. | | | 0067 718-06529 1.000 EACH | 350.00000 350.00| 500.00000 500.00| 450.00000 450.00 OUTLET PROTECTOR, 2 | | | 0068 718-06532 3000.000 LFT | 1.00000 3000.00| 1.00000 3000.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0069 718-52610 823.000 CYS | 29.80000 24525.40| 30.00000 24690.00| 29.80000 24525.40 AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 9572.000 SYS | 0.90000 8614.80| 0.90000 8614.80| 0.90000 8614.80 GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-45030 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1725.00000 1725.00 INLET, E7 | | | 0072 720-98174 15.000 EACH | 2800.00000 42000.00| 2200.00000 33000.00| 2430.00000 36450.00 INLET, B15 | | | 0073 720-98555 21.000 EACH | 2800.00000 58800.00| 2250.00000 47250.00| 2585.00000 54285.00 INLET, C15 | | | 0074 801-03290 4.000 EACH | 275.00000 1100.00| 300.00000 1200.00| 275.00000 1100.00 CONSTRUCTION SIGN, C | | | 0075 801-04308 2.000 EACH | 395.00000 790.00| 425.00000 850.00| 395.00000 790.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |RAGLE INC |J H RUDOLPH & COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 801-06625 26.000 EACH | 120.00000 3120.00| 130.00000 3380.00| 120.00000 3120.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 10.000 EACH | 185.00000 1850.00| 200.00000 2000.00| 185.00000 1850.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 2.000 EACH | 60.00000 120.00| 65.00000 130.00| 60.00000 120.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP | 46000.00000 46000.00| 19000.00000 19000.00| 58538.97000 58538.97 MAINTAINING TRAFFIC | | | 0080 801-07119 48.000 LFT | 25.00000 1200.00| 27.00000 1296.00| 25.00000 1200.00 BARRICADE, III-B | | | 0081 802-05701 145.000 LFT | 10.96000 1589.20| 13.40000 1943.00| 10.96000 1589.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 67.500 SFT | 17.00000 1147.50| 20.00000 1350.00| 17.00000 1147.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 805-01844 100.000 LFT | 17.52000 1752.00| 17.55000 1755.00| 17.52000 1752.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0084 805-02389 100.000 LFT | 1.00000 100.00| 1.00000 100.00| 1.00000 100.00 SIGNAL CABLE, 2C/14 | | | 0085 805-78470 1000.000 LFT | 0.40000 400.00| 0.40000 400.00| 0.40000 400.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78785 3.000 EACH | 500.00000 1500.00| 500.00000 1500.00| 500.00000 1500.00 SIGNAL DETECTOR HOUSING | | | 0087 805-78795 400.000 LFT | 8.00000 3200.00| 8.10000 3240.00| 8.00000 3200.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0088 808-06701 2270.000 LFT | 0.42000 953.40| 0.42000 953.40| 0.42000 953.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0089 808-06703 1432.000 LFT | 0.42000 601.44| 0.42000 601.44| 0.42000 601.44 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0090 808-06716 945.000 LFT | 0.90000 850.50| 0.90000 850.50| 0.90000 850.50 LINE, REMOVE | | | 0091 808-75240 862.000 LFT | 0.42000 362.04| 0.42000 362.04| 0.42000 362.04 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0092 808-75245 9449.000 LFT | 0.40000 3779.60| 0.40000 3779.60| 0.40000 3779.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |RAGLE INC |J H RUDOLPH & COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 808-75297 172.000 LFT | 5.90000 1014.80| 5.90000 1014.80| 5.90000 1014.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0094 808-75320 22.000 EACH | 65.00000 1430.00| 65.00000 1430.00| 65.00000 1430.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0095 808-75325 15.000 EACH | 70.00000 1050.00| 70.00000 1050.00| 70.00000 1050.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0096 808-75998 165.000 EACH | 30.65000 5057.25| 30.65000 5057.25| 35.00000 5775.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 607-06370 66.000 LFT | 38.00000 2508.00| 35.00000 2310.00| 35.00000 2310.00 PAVED SIDE DITCH, H | | | 0098 205-09543 60.000 TON | 20.00000 1200.00| 22.00000 1320.00| 21.50000 1290.00 NO 2 STONE | | | 0099 605-06255 566.000 SYS | 45.00000 25470.00| 45.00000 25470.00| 45.00000 25470.00 CENTER CURB, D, CONCRETE | | | SECTION TOTALS | $ 2,869,578.03| $ 2,916,328.98| $ 2,970,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,869,578.03| $ 2,916,328.98| $ 2,970,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 35-1057095 |( 6 ) 35-1875662 |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS INC |CRIDER & CRIDER 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 | 27330.00000 27330.00| 75000.00000 75000.00| 30895.28000 30895.28 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 157.00000 314.00| 250.00000 500.00| 233.17000 466.34 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 40.000 MOS | 210.00000 8400.00| 65.00000 2600.00| 174.88000 6995.20 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 | 145000.00000 145000.00| 152900.00000 152900.00| 153016.28000 153016.28 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 21465.00000 21465.00| 76400.00000 76400.00| 11904.95000 11904.95 CLEARING RIGHT OF WAY | | | 0013 202-74035 7.000 EACH | 79.30000 555.10| 110.00000 770.00| 34.90000 244.30 SIGN, REMOVE | | | 0014 202-96133 675.000 LFT | 11.50000 7762.50| 25.00000 16875.00| 20.33000 13722.75 PIPE, REMOVE | | | 0015 203-02000 12590.000 CYS | 11.60000 146044.00| 8.00000 100720.00| 14.00000 176260.00 EXCAVATION, COMMON | | | 0016 203-02070 13570.000 CYS | 9.50000 128915.00| 12.00000 162840.00| 12.75000 173017.50 BORROW | | | 0017 205-03371 34.000 CYS | 39.00000 1326.00| 14.00000 476.00| 9.26000 314.84 SEDIMENT, REMOVE | | | 0018 205-06931 11.000 TON | 48.25000 530.75| 49.00000 539.00| 47.35000 520.85 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 35-1057095 |( 6 ) 35-1875662 |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06933 1.000 EACH | 199.00000 199.00| 196.00000 196.00| 135.64000 135.64 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06936 131.000 TON | 32.25000 4224.75| 37.00000 4847.00| 35.97000 4712.07 TEMPORARY SEDIMENT TRAP | | | 0021 207-08262 36813.000 SYS | 3.75000 138048.75| 4.40000 161977.20| 4.76000 175229.88 SUBGRADE TREATMENT, TYPE I | | | 0022 207-08267 952.000 SYS | 14.75000 14042.00| 21.00000 19992.00| 11.32000 10776.64 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 511.000 CYS | 25.50000 13030.50| 33.00000 16863.00| 32.63000 16673.93 STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 618.000 CYS | 25.50000 15759.00| 47.00000 29046.00| 38.31000 23675.58 STRUCTURE BACKFILL, TYPE 2 | | | 0026 301-07448 689.000 TON | 24.20000 16673.80| 30.00000 20670.00| 21.50000 14813.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 306-08034 247.000 SYS | 13.40000 3309.80| 11.00000 2717.00| 12.73000 3144.31 MILLING, ASPHALT, 1 1/2 IN. | | | 0028 401-06264 LUMP | 3660.00000 3660.00| 1.00000 1.00| 3497.58000 3497.58 PROFILOGRAPH, HMA | | | 0029 401-07327 2779.000 TON | 66.00000 183414.00| 61.75000 171603.25| 66.95000 186054.05 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0030 401-07397 4632.000 TON | 55.25000 255918.00| 51.65000 239242.80| 56.02000 259484.64 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 15041.000 TON | 49.50000 744529.50| 46.30000 696398.30| 50.22000 755359.02 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 401-07429 6098.000 TON | 46.25000 282032.50| 43.20000 263433.60| 46.87000 285813.26 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 406-05520 44.400 TON | 638.00000 28327.20| 600.00000 26640.00| 647.22000 28736.57 ASPHALT FOR TACK COAT | | | 0034 605-06120 2083.000 LFT | 11.90000 24787.70| 9.75000 20309.25| 10.60000 22079.80 CURB, CONCRETE | | | 0035 605-06140 9278.000 LFT | 12.65000 117366.70| 11.85000 109944.30| 12.00000 111336.00 CURB AND GUTTER, CONCRETE | | | 0037 610-07486 312.000 TON | 93.50000 29172.00| 87.50000 27300.00| 94.85000 29593.20 HMA FOR APPROACHES, TYPE A | | | 0038 610-08446 479.000 SYS | 33.00000 15807.00| 33.20000 15902.80| 27.90000 13364.10 PCCP FOR APPROACHES, 6 IN. | | | 0039 610-09108 473.000 SYS | 42.00000 19866.00| 40.60000 19203.80| 35.71000 16890.83 PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 35-1057095 |( 6 ) 35-1875662 |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 611-06497 5.000 EACH | 167.35000 836.75| 139.00000 695.00| 206.44000 1032.20 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 43.000 EACH | 172.50000 7417.50| 118.00000 5074.00| 147.30000 6333.90 RIGHT OF WAY MARKER | | | 0042 615-06505 9.000 EACH | 630.00000 5670.00| 610.00000 5490.00| 769.97000 6929.73 MONUMENT, B | | | 0043 615-06527 1.000 EACH | 420.00000 420.00| 510.00000 510.00| 624.90000 624.90 MONUMENT, SECTION CORNER | | | 0044 616-02320 1064.000 SYS | 2.30000 2447.20| 2.00000 2128.00| 1.76000 1872.64 GEOTEXTILES | | | 0045 616-06405 785.000 TON | 29.00000 22765.00| 37.00000 29045.00| 32.79000 25740.15 RIPRAP, REVETMENT | | | 0046 621-01004 1.000 EACH | 770.00000 770.00| 750.00000 750.00| 820.18000 820.18 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 2.000 TON | 967.00000 1934.00| 950.00000 1900.00| 1032.20000 2064.40 FERTILIZER | | | 0048 621-06554 715.000 LBS | 4.40000 3146.00| 4.30000 3074.50| 4.66000 3331.90 SEED MIXTURE, U | | | 0049 621-06565 9.500 TON | 492.00000 4674.00| 485.00000 4607.50| 524.47000 4982.47 MULCHING MATERIAL | | | 0050 621-06567 28.000 kGAL | 1.00000 28.00| 1.00000 28.00| 1.12000 31.36 WATER | | | 0051 621-06575 7841.000 SYS | 3.00000 23523.00| 3.15000 24699.15| 3.17000 24855.97 SODDING, NURSERY | | | 0052 622-05638 235.000 EACH | 17.50000 4112.50| 17.25000 4053.75| 18.69000 4392.15 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0053 622-98200 4.000 EACH | 37.65000 150.60| 37.00000 148.00| 40.17000 160.68 SIGN, DO NOT DISTURB | | | 0054 628-09402 20.000 MOS | 1675.00000 33500.00| 1980.00000 39600.00| 1904.97000 38099.40 FIELD OFFICE, B | | | 0055 628-09407 20.000 MOS | 157.00000 3140.00| 130.00000 2600.00| 223.18000 4463.60 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0056 714-06279 186.000 LFT | 344.00000 63984.00| 430.00000 79980.00| 423.41000 78754.26 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0057 714-06688 230.000 LFT | 267.25000 61467.50| 350.00000 80500.00| 289.41000 66564.30 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 5' X 2' | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 35-1057095 |( 6 ) 35-1875662 |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05048 9145.000 LFT | 2.90000 26520.50| 2.85000 26063.25| 2.14000 19570.30 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05053 16.000 LFT | 19.80000 316.80| 25.00000 400.00| 17.46000 279.36 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0060 715-05121 78.000 LFT | 37.80000 2948.40| 43.00000 3354.00| 37.50000 2925.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0061 715-05149 37.000 LFT | 26.70000 987.90| 33.50000 1239.50| 22.26000 823.62 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0062 715-05151 1133.500 LFT | 37.00000 41939.50| 44.50000 50440.75| 30.85000 34968.48 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0063 715-05152 96.000 LFT | 38.50000 3696.00| 58.50000 5616.00| 47.31000 4541.76 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0064 715-05169 171.000 LFT | 34.50000 5899.50| 41.50000 7096.50| 32.94000 5632.74 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0065 715-46005 27.000 EACH | 465.00000 12555.00| 295.00000 7965.00| 399.31000 10781.37 PIPE END SECTION, 15 IN. | | | 0066 715-46010 4.000 EACH | 500.00000 2000.00| 440.00000 1760.00| 493.31000 1973.24 PIPE END SECTION, 18 IN. | | | 0067 718-06529 1.000 EACH | 950.00000 950.00| 800.00000 800.00| 478.77000 478.77 OUTLET PROTECTOR, 2 | | | 0068 718-06532 3000.000 LFT | 1.00000 3000.00| 1.50000 4500.00| 1.67000 5010.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0069 718-52610 823.000 CYS | 37.75000 31068.25| 46.30000 38104.90| 45.11000 37125.53 AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 9572.000 SYS | 2.25000 21537.00| 1.40000 13400.80| 0.98000 9380.56 GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-45030 1.000 EACH | 1590.00000 1590.00| 1330.00000 1330.00| 1053.76000 1053.76 INLET, E7 | | | 0072 720-98174 15.000 EACH | 2375.00000 35625.00| 2240.00000 33600.00| 1805.60000 27084.00 INLET, B15 | | | 0073 720-98555 21.000 EACH | 2525.00000 53025.00| 2300.00000 48300.00| 1799.75000 37794.75 INLET, C15 | | | 0074 801-03290 4.000 EACH | 408.00000 1632.00| 283.00000 1132.00| 434.08000 1736.32 CONSTRUCTION SIGN, C | | | 0075 801-04308 2.000 EACH | 935.00000 1870.00| 405.00000 810.00| 998.72000 1997.44 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 26.000 EACH | 175.00000 4550.00| 125.00000 3250.00| 184.12000 4787.12 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 10.000 EACH | 310.00000 3100.00| 190.00000 1900.00| 329.19000 3291.90 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 35-1057095 |( 6 ) 35-1875662 |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 801-06645 2.000 EACH | 130.00000 260.00| 62.00000 124.00| 139.49000 278.98 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP | 19595.00000 19595.00| 25300.00000 25300.00| 26521.79000 26521.79 MAINTAINING TRAFFIC | | | 0080 801-07119 48.000 LFT | 15.70000 753.60| 25.75000 1236.00| 16.68000 800.64 BARRICADE, III-B | | | 0081 802-05701 145.000 LFT | 11.50000 1667.50| 11.30000 1638.50| 16.52000 2395.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 67.500 SFT | 17.75000 1198.13| 17.50000 1181.25| 18.13000 1223.78 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 805-01844 100.000 LFT | 17.75000 1775.00| 18.00000 1800.00| 19.55000 1955.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0084 805-02389 100.000 LFT | 1.00000 100.00| 1.00000 100.00| 1.12000 112.00 SIGNAL CABLE, 2C/14 | | | 0085 805-78470 1000.000 LFT | 0.50000 500.00| 0.45000 450.00| 0.45000 450.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78785 3.000 EACH | 655.00000 1965.00| 515.00000 1545.00| 557.95000 1673.85 SIGNAL DETECTOR HOUSING | | | 0087 805-78795 400.000 LFT | 8.00000 3200.00| 8.25000 3300.00| 8.93000 3572.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0088 808-06701 2270.000 LFT | 0.50000 1135.00| 0.43000 976.10| 0.36000 817.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0089 808-06703 1432.000 LFT | 0.50000 716.00| 0.43000 615.76| 0.36000 515.52 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0090 808-06716 945.000 LFT | 0.80000 756.00| 0.93000 878.85| 0.90000 850.50 LINE, REMOVE | | | 0091 808-75240 862.000 LFT | 0.50000 431.00| 0.43000 370.66| 0.36000 310.32 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0092 808-75245 9449.000 LFT | 0.50000 4724.50| 0.41000 3874.09| 0.36000 3401.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0093 808-75297 172.000 LFT | 4.50000 774.00| 6.00000 1032.00| 3.08000 529.76 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( 5 ) 35-1057095 |( 6 ) 35-1875662 |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75320 22.000 EACH | 68.00000 1496.00| 67.00000 1474.00| 55.07000 1211.54 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0095 808-75325 15.000 EACH | 97.25000 1458.75| 72.00000 1080.00| 79.23000 1188.45 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0096 808-75998 165.000 EACH | 25.00000 4125.00| 31.50000 5197.50| 26.73000 4410.45 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 607-06370 66.000 LFT | 60.50000 3993.00| 50.00000 3300.00| 39.06000 2577.96 PAVED SIDE DITCH, H | | | 0098 205-09543 60.000 TON | 21.00000 1260.00| 33.50000 2010.00| 21.86000 1311.60 NO 2 STONE | | | 0099 605-06255 566.000 SYS | 66.00000 37356.00| 52.50000 29715.00| 50.22000 28424.52 CENTER CURB, D, CONCRETE | | | SECTION TOTALS | $ 2,981,853.93| $ 3,059,058.61| $ 3,095,559.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,981,853.93| $ 3,059,058.61| $ 3,095,559.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR 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 | 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 110.00000 220.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 40.000 MOS | 100.00000 4000.00| | 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 | 159000.00000 159000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 50257.60000 50257.60| | CLEARING RIGHT OF WAY | | | 0013 202-74035 7.000 EACH | 31.00000 217.00| | SIGN, REMOVE | | | 0014 202-96133 675.000 LFT | 8.00000 5400.00| | PIPE, REMOVE | | | 0015 203-02000 12590.000 CYS | 10.00000 125900.00| | EXCAVATION, COMMON | | | 0016 203-02070 13570.000 CYS | 11.00000 149270.00| | BORROW | | | 0017 205-03371 34.000 CYS | 50.00000 1700.00| | SEDIMENT, REMOVE | | | 0018 205-06931 11.000 TON | 45.00000 495.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06933 1.000 EACH | 215.00000 215.00| | TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06936 131.000 TON | 30.00000 3930.00| | TEMPORARY SEDIMENT TRAP | | | 0021 207-08262 36813.000 SYS | 3.61000 132894.93| | SUBGRADE TREATMENT, TYPE I | | | 0022 207-08267 952.000 SYS | 8.90000 8472.80| | SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 511.000 CYS | 24.00000 12264.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 618.000 CYS | 33.00000 20394.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0026 301-07448 689.000 TON | 23.00000 15847.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 306-08034 247.000 SYS | 13.00000 3211.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0028 401-06264 LUMP | 2500.00000 2500.00| | PROFILOGRAPH, HMA | | | 0029 401-07327 2779.000 TON | 70.00000 194530.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0030 401-07397 4632.000 TON | 62.00000 287184.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 15041.000 TON | 56.00000 842296.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 401-07429 6098.000 TON | 64.00000 390272.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0033 406-05520 44.400 TON | 400.00000 17760.00| | ASPHALT FOR TACK COAT | | | 0034 605-06120 2083.000 LFT | 9.50000 19788.50| | CURB, CONCRETE | | | 0035 605-06140 9278.000 LFT | 10.75000 99738.50| | CURB AND GUTTER, CONCRETE | | | 0037 610-07486 312.000 TON | 78.00000 24336.00| | HMA FOR APPROACHES, TYPE A | | | 0038 610-08446 479.000 SYS | 25.00000 11975.00| | PCCP FOR APPROACHES, 6 IN. | | | 0039 610-09108 473.000 SYS | 32.00000 15136.00| | PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -16 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 611-06497 5.000 EACH | 135.00000 675.00| | MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 43.000 EACH | 115.00000 4945.00| | RIGHT OF WAY MARKER | | | 0042 615-06505 9.000 EACH | 595.00000 5355.00| | MONUMENT, B | | | 0043 615-06527 1.000 EACH | 495.00000 495.00| | MONUMENT, SECTION CORNER | | | 0044 616-02320 1064.000 SYS | 2.70000 2872.80| | GEOTEXTILES | | | 0045 616-06405 785.000 TON | 40.00000 31400.00| | RIPRAP, REVETMENT | | | 0046 621-01004 1.000 EACH | 735.00000 735.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 2.000 TON | 925.00000 1850.00| | FERTILIZER | | | 0048 621-06554 715.000 LBS | 4.18000 2988.70| | SEED MIXTURE, U | | | 0049 621-06565 9.500 TON | 470.00000 4465.00| | MULCHING MATERIAL | | | 0050 621-06567 28.000 kGAL | 1.00000 28.00| | WATER | | | 0051 621-06575 7841.000 SYS | 2.84000 22268.44| | SODDING, NURSERY | | | 0052 622-05638 235.000 EACH | 16.75000 3936.25| | PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0053 622-98200 4.000 EACH | 36.00000 144.00| | SIGN, DO NOT DISTURB | | | 0054 628-09402 20.000 MOS | 1800.00000 36000.00| | FIELD OFFICE, B | | | 0055 628-09407 20.000 MOS | 110.00000 2200.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0056 714-06279 186.000 LFT | 340.00000 63240.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 3' | | | 0057 714-06688 230.000 LFT | 290.00000 66700.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 5' X 2' | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -17 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05048 9145.000 LFT | 2.40000 21948.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05053 16.000 LFT | 20.00000 320.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0060 715-05121 78.000 LFT | 30.00000 2340.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0061 715-05149 37.000 LFT | 23.00000 851.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0062 715-05151 1133.500 LFT | 34.00000 38539.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0063 715-05152 96.000 LFT | 36.00000 3456.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0064 715-05169 171.000 LFT | 35.00000 5985.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0065 715-46005 27.000 EACH | 360.00000 9720.00| | PIPE END SECTION, 15 IN. | | | 0066 715-46010 4.000 EACH | 460.00000 1840.00| | PIPE END SECTION, 18 IN. | | | 0067 718-06529 1.000 EACH | 600.00000 600.00| | OUTLET PROTECTOR, 2 | | | 0068 718-06532 3000.000 LFT | 1.50000 4500.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0069 718-52610 823.000 CYS | 38.00000 31274.00| | AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 9572.000 SYS | 1.00000 9572.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-45030 1.000 EACH | 1700.00000 1700.00| | INLET, E7 | | | 0072 720-98174 15.000 EACH | 2400.00000 36000.00| | INLET, B15 | | | 0073 720-98555 21.000 EACH | 2400.00000 50400.00| | INLET, C15 | | | 0074 801-03290 4.000 EACH | 275.00000 1100.00| | CONSTRUCTION SIGN, C | | | 0075 801-04308 2.000 EACH | 395.00000 790.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 26.000 EACH | 120.00000 3120.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 10.000 EACH | 185.00000 1850.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -18 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 801-06645 2.000 EACH | 60.00000 120.00| | CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP | 28000.00000 28000.00| | MAINTAINING TRAFFIC | | | 0080 801-07119 48.000 LFT | 25.00000 1200.00| | BARRICADE, III-B | | | 0081 802-05701 145.000 LFT | 10.96000 1589.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 67.500 SFT | 17.00000 1147.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 805-01844 100.000 LFT | 17.52000 1752.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0084 805-02389 100.000 LFT | 1.00000 100.00| | SIGNAL CABLE, 2C/14 | | | 0085 805-78470 1000.000 LFT | 0.40000 400.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78785 3.000 EACH | 500.00000 1500.00| | SIGNAL DETECTOR HOUSING | | | 0087 805-78795 400.000 LFT | 8.00000 3200.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0088 808-06701 2270.000 LFT | 0.42000 953.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0089 808-06703 1432.000 LFT | 0.42000 601.44| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0090 808-06716 945.000 LFT | 0.90000 850.50| | LINE, REMOVE | | | 0091 808-75240 862.000 LFT | 0.42000 362.04| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0092 808-75245 9449.000 LFT | 0.40000 3779.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0093 808-75297 172.000 LFT | 5.90000 1014.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 360 -19 TABULATION OF BIDS ROUTE : CALL ORDER : 360 CONTRACT ID : R -29400-A COUNTIES : WARRICK LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75320 22.000 EACH | 65.00000 1430.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0095 808-75325 15.000 EACH | 70.00000 1050.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0096 808-75998 165.000 EACH | 35.00000 5775.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 607-06370 66.000 LFT | 35.00000 2310.00| | PAVED SIDE DITCH, H | | | 0098 205-09543 60.000 TON | 33.00000 1980.00| | NO 2 STONE | | | 0099 605-06255 566.000 SYS | 45.00000 25470.00| | CENTER CURB, D, CONCRETE | | | SECTION TOTALS | $ 3,185,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,185,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -1 VENDOR RANKING CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/15/09 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0300044 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1693410 HUGHES PAVING COMPANY INC $ 709,763.90 100.0000% 2 35-2131982 J B I CONSTRUCTION INC $ 835,455.50 117.7089% 3 35-1801998 CLR INC $ 869,674.95 122.5302% 4 35-1585012 CRAFTSMAN CONSTRUCTION INC $ 884,452.98 124.6123% 5 35-1036663 KNIES CONSTRUCTION INC $ 890,645.25 125.4847% 6 35-1385672 FORCE CONSTRUCTION CO INC $ 925,894.15 130.4510% 7 35-1878024 RAGLE INC $ 948,292.50 133.6068% 8 35-1875662 CRIDER & CRIDER INC $ 1,010,339.77 142.3487% 9 35-1357381 O`MARA DAVE CONTRACTOR $ 1,026,232.00 144.5878% 10 35-0626844 J H RUDOLPH & COMPANY $ 1,049,671.00 147.8902% 11 35-0999231 HUNT PAVING COMPANY INC $ 1,095,874.94 154.3999% 12 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,203,621.57 169.5806% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1693410 |( 2 ) 35-2131982 |( 3 ) 35-1801998 |HUGHES PAVING COMPANY INC |J B I CONSTRUCTION INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN PATH, ENHANCEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 4100.00000 4100.00| 23125.00000 23125.00 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 36500.00000 36500.00| 38080.00000 38080.00| 43400.00000 43400.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 38000.00000 38000.00| 34250.00000 34250.00| 8695.00000 8695.00 CLEARING RIGHT OF WAY | | | 0009 202-02245 5.000 EACH | 115.00000 575.00| 300.00000 1500.00| 270.00000 1350.00 TREE, 6 IN., REMOVE | | | 0010 202-02250 8.000 EACH | 20.00000 160.00| 363.00000 2904.00| 280.00000 2240.00 TREE, 10 IN., REMOVE | | | 0011 202-02255 31.000 EACH | 430.00000 13330.00| 590.00000 18290.00| 290.00000 8990.00 TREE, 18 IN., REMOVE | | | 0012 202-02260 21.000 EACH | 525.00000 11025.00| 1303.00000 27363.00| 1050.00000 22050.00 TREE, 30 IN., REMOVE | | | 0013 202-02278 500.000 LFT | 5.00000 2500.00| 10.00000 5000.00| 5.50000 2750.00 CURB, CONCRETE, REMOVE | | | 0014 202-52710 5300.000 SYS | 7.00000 37100.00| 12.00000 63600.00| 6.60000 34980.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-91922 9.000 EACH | 75.00000 675.00| 250.00000 2250.00| 450.00000 4050.00 STUMP, REMOVE | | | 0019 304-07492 270.000 TON | 150.00000 40500.00| 77.30000 20871.00| 85.00000 22950.00 WIDENING WITH HMA, TYPE A | | | 0020 603-06065 125.000 LFT | 15.00000 1875.00| 23.00000 2875.00| 26.00000 3250.00 FENCE, CHAIN LINK, RESET | | | 0021 604-06070 7500.000 SYS | 25.00000 187500.00| 26.95000 202125.00| 29.66000 222450.00 SIDEWALK, CONCRETE | | | 0022 604-07897 700.000 SYS | 115.00000 80500.00| 100.00000 70000.00| 110.00000 77000.00 CURB RAMP, CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1693410 |( 2 ) 35-2131982 |( 3 ) 35-1801998 |HUGHES PAVING COMPANY INC |J B I CONSTRUCTION INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 610-08446 3020.000 SYS | 36.00000 108720.00| 33.95000 102529.00| 37.36000 112827.20 PCCP FOR APPROACHES, 6 IN. | | | 0024 611-08232 2.000 EACH | 225.00000 450.00| 290.00000 580.00| 640.00000 1280.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0025 621-06560 7500.000 SYS | 0.75000 5625.00| 0.52000 3900.00| 0.55000 4125.00 MULCHED SEEDING, U | | | 0026 628-09401 10.000 MOS | 2000.00000 20000.00| 1650.00000 16500.00| 1000.00000 10000.00 FIELD OFFICE, A | | | 0028 732-91742 7.000 EACH | 1200.00000 8400.00| 1198.00000 8386.00| 1350.00000 9450.00 FIRE HYDRANT | | | 0029 732-94780 26.000 EACH | 250.00000 6500.00| 775.00000 20150.00| 1085.00000 28210.00 WATER SERVICE CONNECTION | | | 0030 802-91122 27.000 EACH | 100.00000 2700.00| 108.00000 2916.00| 118.00000 3186.00 SIGN, GROUND MOUNTED, RESET | | | 0032 203-08607 7275.000 LFT | 2.25000 16368.75| 5.00000 36375.00| 8.25000 60018.75 LINEAR GRADING | | | 0033 301-07448 4595.000 TON | 12.00000 55140.00| 25.00000 114875.00| 23.40000 107523.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 605-06120 50.000 LFT | 71.00000 3550.00| 18.00000 900.00| 40.00000 2000.00 CURB, CONCRETE | | | 0035 621-01004 2.000 EACH | 500.00000 1000.00| 715.00000 1430.00| 605.00000 1210.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 715-05049 44.000 LFT | 9.10000 400.40| 30.00000 1320.00| 65.00000 2860.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0037 715-05149 35.000 LFT | 11.45000 400.75| 30.00000 1050.00| 115.00000 4025.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0038 715-05115 5.000 LFT | 6.00000 30.00| 20.00000 100.00| 180.00000 900.00 PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0039 715-46000 5.000 EACH | 90.00000 450.00| 400.00000 2000.00| 405.00000 2025.00 PIPE END SECTION, 12 IN. | | | 0040 720-45045 1.000 EACH | 1000.00000 1000.00| 2000.00000 2000.00| 5200.00000 5200.00 INLET, J10 | | | 0041 720-94847 1.000 EACH | 1000.00000 1000.00| 1800.00000 1800.00| 5865.00000 5865.00 INLET, R13, MODIFIED | | | 0042 720-45260 1.000 EACH | 1000.00000 1000.00| 1500.00000 1500.00| 3550.00000 3550.00 PIPE CATCH BASIN, 12 IN. | | | 0043 720-44000 5.000 EACH | 200.00000 1000.00| 350.00000 1750.00| 1150.00000 5750.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1693410 |( 2 ) 35-2131982 |( 3 ) 35-1801998 |HUGHES PAVING COMPANY INC |J B I CONSTRUCTION INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 801-06775 LUMP | 1000.00000 1000.00| 8000.00000 8000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0046 808-75266 3550.000 LFT | 2.70000 9585.00| 2.75000 9762.50| 2.12000 7526.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 18 IN. | | | 0047 808-75300 5200.000 LFT | 1.00000 5200.00| 0.85000 4420.00| 0.55000 2860.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 709,763.90| $ 835,455.50| $ 869,674.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 709,763.90| $ 835,455.50| $ 869,674.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1585012 |( 5 ) 35-1036663 |( 6 ) 35-1385672 |CRAFTSMAN CONSTRUCTION INC |KNIES CONSTRUCTION INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN PATH, ENHANCEMENT | | | 0001 105-06845 LUMP | 14734.00000 14734.00| 85650.00000 85650.00| 18000.00000 18000.00 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 40000.00000 40000.00| 42150.00000 42150.00| 46250.00000 46250.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 48000.00000 48000.00| 14970.00000 14970.00| 14625.00000 14625.00 CLEARING RIGHT OF WAY | | | 0009 202-02245 5.000 EACH | 265.00000 1325.00| 184.00000 920.00| 175.00000 875.00 TREE, 6 IN., REMOVE | | | 0010 202-02250 8.000 EACH | 424.00000 3392.00| 289.00000 2312.00| 275.00000 2200.00 TREE, 10 IN., REMOVE | | | 0011 202-02255 31.000 EACH | 579.80000 17973.80| 499.00000 15469.00| 475.00000 14725.00 TREE, 18 IN., REMOVE | | | 0012 202-02260 21.000 EACH | 715.50000 15025.50| 709.00000 14889.00| 675.00000 14175.00 TREE, 30 IN., REMOVE | | | 0013 202-02278 500.000 LFT | 7.35000 3675.00| 14.25000 7125.00| 17.13000 8565.00 CURB, CONCRETE, REMOVE | | | 0014 202-52710 5300.000 SYS | 14.70000 77910.00| 6.45000 34185.00| 7.78000 41234.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-91922 9.000 EACH | 106.30000 956.70| 210.00000 1890.00| 200.00000 1800.00 STUMP, REMOVE | | | 0019 304-07492 270.000 TON | 95.67000 25830.90| 74.20000 20034.00| 77.30000 20871.00 WIDENING WITH HMA, TYPE A | | | 0020 603-06065 125.000 LFT | 7.95000 993.75| 24.20000 3025.00| 7.50000 937.50 FENCE, CHAIN LINK, RESET | | | 0021 604-06070 7500.000 SYS | 27.02000 202650.00| 25.10000 188250.00| 34.60000 259500.00 SIDEWALK, CONCRETE | | | 0022 604-07897 700.000 SYS | 115.50000 80850.00| 116.50000 81550.00| 148.00000 103600.00 CURB RAMP, CONCRETE, C | | | 0023 610-08446 3020.000 SYS | 32.55000 98301.00| 37.20000 112344.00| 29.00000 87580.00 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1585012 |( 5 ) 35-1036663 |( 6 ) 35-1385672 |CRAFTSMAN CONSTRUCTION INC |KNIES CONSTRUCTION INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0024 611-08232 2.000 EACH | 312.70000 625.40| 570.00000 1140.00| 295.00000 590.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0025 621-06560 7500.000 SYS | 0.53000 3975.00| 0.53000 3975.00| 0.50000 3750.00 MULCHED SEEDING, U | | | 0026 628-09401 10.000 MOS | 1389.50000 13895.00| 1625.00000 16250.00| 1622.03500 16220.35 FIELD OFFICE, A | | | 0028 732-91742 7.000 EACH | 1987.50000 13912.50| 5145.00000 36015.00| 4000.00000 28000.00 FIRE HYDRANT | | | 0029 732-94780 26.000 EACH | 901.00000 23426.00| 1315.00000 34190.00| 750.00000 19500.00 WATER SERVICE CONNECTION | | | 0030 802-91122 27.000 EACH | 156.90000 4236.30| 113.50000 3064.50| 148.00000 3996.00 SIGN, GROUND MOUNTED, RESET | | | 0032 203-08607 7275.000 LFT | 6.30000 45832.50| 6.85000 49833.75| 6.50000 47287.50 LINEAR GRADING | | | 0033 301-07448 4595.000 TON | 17.80000 81791.00| 15.90000 73060.50| 22.35000 102698.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 605-06120 50.000 LFT | 16.80000 840.00| 85.50000 4275.00| 20.00000 1000.00 CURB, CONCRETE | | | 0035 621-01004 2.000 EACH | 583.00000 1166.00| 578.00000 1156.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 715-05049 44.000 LFT | 15.22000 669.68| 39.00000 1716.00| 23.22000 1021.68 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0037 715-05149 35.000 LFT | 36.70000 1284.50| 39.00000 1365.00| 31.29000 1095.15 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0038 715-05115 5.000 LFT | 22.75000 113.75| 89.00000 445.00| 41.72000 208.60 PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0039 715-46000 5.000 EACH | 656.25000 3281.25| 332.00000 1660.00| 447.84000 2239.20 PIPE END SECTION, 12 IN. | | | 0040 720-45045 1.000 EACH | 1712.55000 1712.55| 2475.00000 2475.00| 1279.23000 1279.23 INLET, J10 | | | 0041 720-94847 1.000 EACH | 3360.00000 3360.00| 2160.00000 2160.00| 780.13000 780.13 INLET, R13, MODIFIED | | | 0042 720-45260 1.000 EACH | 948.15000 948.15| 1485.00000 1485.00| 1131.97000 1131.97 PIPE CATCH BASIN, 12 IN. | | | 0043 720-44000 5.000 EACH | 789.25000 3946.25| 445.00000 2225.00| 281.26600 1406.33 CASTING, ADJUST TO GRADE | | | 0044 801-06775 LUMP | 21000.00000 21000.00| 11600.00000 11600.00| 32335.26000 32335.26 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1585012 |( 5 ) 35-1036663 |( 6 ) 35-1385672 |CRAFTSMAN CONSTRUCTION INC |KNIES CONSTRUCTION INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0046 808-75266 3550.000 LFT | 6.25000 22187.50| 3.37000 11963.50| 5.90000 20945.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 18 IN. | | | 0047 808-75300 5200.000 LFT | 0.89000 4628.00| 1.12000 5824.00| 0.84000 4368.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 884,452.98| $ 890,645.25| $ 925,894.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 884,452.98| $ 890,645.25| $ 925,894.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1878024 |( 8 ) 35-1875662 |( 9 ) 35-1357381 |RAGLE INC |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN PATH, ENHANCEMENT | | | 0001 105-06845 LUMP | 9250.00000 9250.00| 12499.87000 12499.87| 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 47500.00000 47500.00| 49859.90000 49859.90| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 9250.00000 9250.00| 14029.21000 14029.21| 65000.00000 65000.00 CLEARING RIGHT OF WAY | | | 0009 202-02245 5.000 EACH | 250.00000 1250.00| 218.75000 1093.75| 125.00000 625.00 TREE, 6 IN., REMOVE | | | 0010 202-02250 8.000 EACH | 400.00000 3200.00| 343.75000 2750.00| 150.00000 1200.00 TREE, 10 IN., REMOVE | | | 0011 202-02255 31.000 EACH | 547.50000 16972.50| 593.74000 18405.94| 380.00000 11780.00 TREE, 18 IN., REMOVE | | | 0012 202-02260 21.000 EACH | 675.00000 14175.00| 843.74000 17718.54| 600.00000 12600.00 TREE, 30 IN., REMOVE | | | 0013 202-02278 500.000 LFT | 10.00000 5000.00| 18.57000 9285.00| 9.00000 4500.00 CURB, CONCRETE, REMOVE | | | 0014 202-52710 5300.000 SYS | 10.00000 53000.00| 14.00000 74200.00| 7.50000 39750.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-91922 9.000 EACH | 100.00000 900.00| 250.00000 2250.00| 80.00000 720.00 STUMP, REMOVE | | | 0019 304-07492 270.000 TON | 100.00000 27000.00| 96.62000 26087.40| 175.00000 47250.00 WIDENING WITH HMA, TYPE A | | | 0020 603-06065 125.000 LFT | 30.00000 3750.00| 3.71000 463.75| 25.00000 3125.00 FENCE, CHAIN LINK, RESET | | | 0021 604-06070 7500.000 SYS | 32.00000 240000.00| 33.00000 247500.00| 32.00000 240000.00 SIDEWALK, CONCRETE | | | 0022 604-07897 700.000 SYS | 170.00000 119000.00| 116.58000 81606.00| 175.00000 122500.00 CURB RAMP, CONCRETE, C | | | 0023 610-08446 3020.000 SYS | 42.00000 126840.00| 39.22000 118444.40| 45.00000 135900.00 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1878024 |( 8 ) 35-1875662 |( 9 ) 35-1357381 |RAGLE INC |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0024 611-08232 2.000 EACH | 290.00000 580.00| 120.53000 241.06| 310.00000 620.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0025 621-06560 7500.000 SYS | 0.50000 3750.00| 0.62000 4650.00| 1.40000 10500.00 MULCHED SEEDING, U | | | 0026 628-09401 10.000 MOS | 1300.00000 13000.00| 1213.74000 12137.40| 1900.00000 19000.00 FIELD OFFICE, A | | | 0028 732-91742 7.000 EACH | 1400.00000 9800.00| 1546.07000 10822.49| 2100.00000 14700.00 FIRE HYDRANT | | | 0029 732-94780 26.000 EACH | 850.00000 22100.00| 873.98000 22723.48| 1500.00000 39000.00 WATER SERVICE CONNECTION | | | 0030 802-91122 27.000 EACH | 108.00000 2916.00| 93.00000 2511.00| 120.00000 3240.00 SIGN, GROUND MOUNTED, RESET | | | 0032 203-08607 7275.000 LFT | 7.50000 54562.50| 15.20000 110580.00| 4.00000 29100.00 LINEAR GRADING | | | 0033 301-07448 4595.000 TON | 24.00000 110280.00| 24.49000 112531.55| 17.00000 78115.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 605-06120 50.000 LFT | 30.00000 1500.00| 34.09000 1704.50| 15.00000 750.00 CURB, CONCRETE | | | 0035 621-01004 2.000 EACH | 550.00000 1100.00| 623.81000 1247.62| 580.00000 1160.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 715-05049 44.000 LFT | 35.00000 1540.00| 15.65000 688.60| 27.00000 1188.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0037 715-05149 35.000 LFT | 45.00000 1575.00| 33.22000 1162.70| 38.00000 1330.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0038 715-05115 5.000 LFT | 125.00000 625.00| 56.49000 282.45| 60.00000 300.00 PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0039 715-46000 5.000 EACH | 350.00000 1750.00| 286.34000 1431.70| 380.00000 1900.00 PIPE END SECTION, 12 IN. | | | 0040 720-45045 1.000 EACH | 2700.00000 2700.00| 2363.31000 2363.31| 1500.00000 1500.00 INLET, J10 | | | 0041 720-94847 1.000 EACH | 3700.00000 3700.00| 2393.31000 2393.31| 2300.00000 2300.00 INLET, R13, MODIFIED | | | 0042 720-45260 1.000 EACH | 2500.00000 2500.00| 863.30000 863.30| 1200.00000 1200.00 PIPE CATCH BASIN, 12 IN. | | | 0043 720-44000 5.000 EACH | 300.00000 1500.00| 225.09000 1125.45| 520.00000 2600.00 CASTING, ADJUST TO GRADE | | | 0044 801-06775 LUMP | 24000.00000 24000.00| 23478.59000 23478.59| 61000.00000 61000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1878024 |( 8 ) 35-1875662 |( 9 ) 35-1357381 |RAGLE INC |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0046 808-75266 3550.000 LFT | 2.35000 8342.50| 4.01000 14235.50| 2.50000 8875.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 18 IN. | | | 0047 808-75300 5200.000 LFT | 0.65000 3380.00| 1.34000 6968.00| 0.75000 3900.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 948,292.50| $ 1,010,339.77| $ 1,026,232.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 948,292.50| $ 1,010,339.77| $ 1,026,232.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-0626844 |( 11 ) 35-0999231 |( 12 ) 35-1618530 |J H RUDOLPH & COMPANY |HUNT PAVING COMPANY INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN PATH, ENHANCEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 6336.66000 6336.66| 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 52000.00000 52000.00| 53974.15000 53974.15| 60181.07000 60181.07 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 30000.00000 30000.00| 19553.56000 19553.56| 6800.00000 6800.00 CLEARING RIGHT OF WAY | | | 0009 202-02245 5.000 EACH | 225.00000 1125.00| 181.79000 908.95| 175.00000 875.00 TREE, 6 IN., REMOVE | | | 0010 202-02250 8.000 EACH | 375.00000 3000.00| 285.67000 2285.36| 275.00000 2200.00 TREE, 10 IN., REMOVE | | | 0011 202-02255 31.000 EACH | 675.00000 20925.00| 545.37000 16906.47| 475.00000 14725.00 TREE, 18 IN., REMOVE | | | 0012 202-02260 21.000 EACH | 1200.00000 25200.00| 908.95000 19087.95| 675.00000 14175.00 TREE, 30 IN., REMOVE | | | 0013 202-02278 500.000 LFT | 10.00000 5000.00| 11.99000 5995.00| 12.00000 6000.00 CURB, CONCRETE, REMOVE | | | 0014 202-52710 5300.000 SYS | 12.50000 66250.00| 10.62000 56286.00| 20.00000 106000.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-91922 9.000 EACH | 250.00000 2250.00| 181.79000 1636.11| 200.00000 1800.00 STUMP, REMOVE | | | 0019 304-07492 270.000 TON | 120.00000 32400.00| 169.48000 45759.60| 100.00000 27000.00 WIDENING WITH HMA, TYPE A | | | 0020 603-06065 125.000 LFT | 24.00000 3000.00| 23.89000 2986.25| 7.50000 937.50 FENCE, CHAIN LINK, RESET | | | 0021 604-06070 7500.000 SYS | 31.30000 234750.00| 29.98000 224850.00| 26.00000 195000.00 SIDEWALK, CONCRETE | | | 0022 604-07897 700.000 SYS | 140.00000 98000.00| 162.18000 113526.00| 148.00000 103600.00 CURB RAMP, CONCRETE, C | | | 0023 610-08446 3020.000 SYS | 36.00000 108720.00| 39.38000 118927.60| 29.00000 87580.00 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-0626844 |( 11 ) 35-0999231 |( 12 ) 35-1618530 |J H RUDOLPH & COMPANY |HUNT PAVING COMPANY INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0024 611-08232 2.000 EACH | 290.00000 580.00| 301.25000 602.50| 295.00000 590.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0025 621-06560 7500.000 SYS | 0.50000 3750.00| 0.52000 3900.00| 0.52000 3900.00 MULCHED SEEDING, U | | | 0026 628-09401 10.000 MOS | 2100.00000 21000.00| 1682.68000 16826.80| 2500.00000 25000.00 FIELD OFFICE, A | | | 0028 732-91742 7.000 EACH | 1140.00000 7980.00| 1500.00000 10500.00| 3000.00000 21000.00 FIRE HYDRANT | | | 0029 732-94780 26.000 EACH | 800.00000 20800.00| 882.44000 22943.44| 3000.00000 78000.00 WATER SERVICE CONNECTION | | | 0030 802-91122 27.000 EACH | 150.00000 4050.00| 150.66000 4067.82| 148.00000 3996.00 SIGN, GROUND MOUNTED, RESET | | | 0032 203-08607 7275.000 LFT | 12.90000 93847.50| 20.58000 149719.50| 25.00000 181875.00 LINEAR GRADING | | | 0033 301-07448 4595.000 TON | 33.00000 151635.00| 34.00000 156230.00| 30.00000 137850.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 605-06120 50.000 LFT | 15.75000 787.50| 31.00000 1550.00| 20.00000 1000.00 CURB, CONCRETE | | | 0035 621-01004 2.000 EACH | 550.00000 1100.00| 571.34000 1142.68| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 715-05049 44.000 LFT | 33.00000 1452.00| 28.89000 1271.16| 60.00000 2640.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0037 715-05149 35.000 LFT | 44.00000 1540.00| 29.52000 1033.20| 80.00000 2800.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0038 715-05115 5.000 LFT | 56.00000 280.00| 37.79000 188.95| 120.00000 600.00 PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0039 715-46000 5.000 EACH | 400.00000 2000.00| 285.50000 1427.50| 500.00000 2500.00 PIPE END SECTION, 12 IN. | | | 0040 720-45045 1.000 EACH | 2200.00000 2200.00| 1438.23000 1438.23| 2000.00000 2000.00 INLET, J10 | | | 0041 720-94847 1.000 EACH | 2700.00000 2700.00| 1593.01000 1593.01| 2000.00000 2000.00 INLET, R13, MODIFIED | | | 0042 720-45260 1.000 EACH | 1500.00000 1500.00| 908.79000 908.79| 1500.00000 1500.00 PIPE CATCH BASIN, 12 IN. | | | 0043 720-44000 5.000 EACH | 525.00000 2625.00| 382.84000 1914.20| 750.00000 3750.00 CASTING, ADJUST TO GRADE | | | 0044 801-06775 LUMP | 9500.00000 9500.00| 12000.00000 12000.00| 72000.00000 72000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 370 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 370 CONTRACT ID : R -29777-A COUNTIES : MARTIN LETTING DATE : 03/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-0626844 |( 11 ) 35-0999231 |( 12 ) 35-1618530 |J H RUDOLPH & COMPANY |HUNT PAVING COMPANY INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0046 808-75266 3550.000 LFT | 6.00000 21300.00| 3.33000 11821.50| 5.90000 20945.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 18 IN. | | | 0047 808-75300 5200.000 LFT | 0.85000 4420.00| 1.11000 5772.00| 0.84000 4368.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 1,049,671.00| $ 1,095,874.94| $ 1,203,621.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,049,671.00| $ 1,095,874.94| $ 1,203,621.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -1 VENDOR RANKING CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 11/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9971034 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 6,242,248.19 100.0000% 2 35-1120685 WALSH & KELLY INC $ 6,924,772.04 110.9339% 3 35-1374866 PRIMCO INC $ 6,967,437.65 111.6174% 4 38-1625197 SELGE CONSTRUCTION CO INC $ 8,899,829.24 142.5741% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1374866 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PRIMCO 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 | 65000.00000 65000.00| 30000.00000 30000.00| 79998.51000 79998.51 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 312500.00000 312500.00| 275000.00000 275000.00| 348371.88000 348371.88 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 154000.00000 154000.00| 125000.00000 125000.00| 139348.75000 139348.75 CLEARING RIGHT OF WAY | | | 0010 202-02240 19275.000 SYS | 7.50000 144562.50| 5.00000 96375.00| 4.79000 92327.25 PAVEMENT REMOVAL | | | 0011 202-04089 32.000 EACH | 35.00000 1120.00| 30.00000 960.00| 35.00000 1120.00 SIGN, SHEET, REMOVE | | | 0012 202-52710 195.000 SYS | 8.00000 1560.00| 3.00000 585.00| 3.60000 702.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 203-02000 45185.000 CYS | 7.00000 316295.00| 8.00000 361480.00| 8.13000 367354.05 EXCAVATION, COMMON | | | 0014 205-06933 6.000 EACH | 100.00000 600.00| 100.00000 600.00| 100.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 2.000 TON | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00 TEMPORARY MULCHING | | | 0016 205-06937 13248.000 LFT | 1.38000 18282.24| 1.38000 18282.24| 2.05000 27158.40 TEMPORARY SILT FENCE | | | 0017 205-09543 750.000 TON | 10.00000 7500.00| 20.00000 15000.00| 20.30000 15225.00 NO 2 STONE | | | 0018 207-08263 67000.000 SYS | 3.45000 231150.00| 5.00000 335000.00| 6.06000 406020.00 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1374866 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PRIMCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 7900.000 SYS | 4.00000 31600.00| 12.00000 94800.00| 13.75000 108625.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-02050 95.000 CYS | 15.00000 1425.00| 2.00000 190.00| 19.00000 1805.00 B BORROW | | | 0021 211-07454 6445.000 CYS | 0.01000 64.45| 2.00000 12890.00| 1.00000 6445.00 STRUCTURE BACKFILL | | | 0022 301-07448 2518.000 TON | 18.00000 45324.00| 23.00000 57914.00| 18.20000 45827.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 13566.000 CYS | 42.00000 569772.00| 34.50000 468027.00| 42.50000 576555.00 SUBBASE FOR PCCP | | | 0024 303-01180 2376.000 TON | 18.00000 42768.00| 23.00000 54648.00| 24.50000 58212.00 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08034 80.000 SYS | 2.00000 160.00| 15.00000 1200.00| 17.75000 1420.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0026 402-07434 283.000 TON | 71.00000 20093.00| 82.00000 23206.00| 81.00000 22923.00 HMA SURFACE, TYPE C | | | 0027 402-07439 460.000 TON | 55.00000 25300.00| 62.00000 28520.00| 67.00000 30820.00 HMA INTERMEDIATE, TYPE C | | | 0028 402-07442 1607.000 TON | 48.00000 77136.00| 52.00000 83564.00| 61.15000 98268.05 HMA BASE, TYPE C | | | 0029 402-07453 2871.000 TON | 10.00000 28710.00| 64.00000 183744.00| 67.00000 192357.00 HMA FOR TEMPORARY PAVEMENT | | | 0030 406-05520 7.100 TON | 1.00000 7.10| 0.01000 0.07| 350.00000 2485.00 ASPHALT FOR TACK COAT | | | 0031 501-08193 54266.000 SYS | 37.00000 2007842.00| 36.00000 1953576.00| 32.00000 1736512.00 QC/QA-PCCP, 10.5 IN. | | | 0032 503-05240 25940.000 LFT | 11.00000 285340.00| 15.00000 389100.00| 11.00000 285340.00 D-1 CONTRACTION JOINT | | | 0033 604-07900 265.000 SYS | 131.00000 34715.00| 125.00000 33125.00| 110.00000 29150.00 CURB RAMP, CONCRETE, F | | | 0034 604-91531 7200.000 SYS | 27.00000 194400.00| 27.00000 194400.00| 29.50000 212400.00 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06090 9190.000 LFT | 10.00000 91900.00| 10.00000 91900.00| 9.50000 87305.00 CURB, INTEGRAL, CONCRETE | | | 0036 610-07486 298.000 TON | 100.00000 29800.00| 170.00000 50660.00| 77.35000 23050.30 HMA FOR APPROACHES, TYPE A | | | 0037 610-07712 2741.000 SYS | 38.00000 104158.00| 40.00000 109640.00| 40.00000 109640.00 PCCP FOR APPROACHES, 6 IN. | | | 0038 610-09108 971.000 SYS | 44.00000 42724.00| 55.00000 53405.00| 46.00000 44666.00 PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1374866 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PRIMCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 611-06497 62.000 EACH | 192.00000 11904.00| 150.00000 9300.00| 224.00000 13888.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 78.000 EACH | 224.00000 17472.00| 145.00000 11310.00| 224.00000 17472.00 RIGHT OF WAY MARKER | | | 0041 615-06515 9.000 EACH | 121.00000 1089.00| 250.00000 2250.00| 121.00000 1089.00 MONUMENT, D | | | 0042 621-06557 97.000 LBS | 5.95000 577.15| 5.95000 577.15| 5.95000 577.15 SEED MIXTURE, T | | | 0043 621-06567 350.000 kGAL | 2.00000 700.00| 2.00000 700.00| 2.00000 700.00 WATER | | | 0044 621-06575 6900.000 SYS | 2.82000 19458.00| 3.92000 27048.00| 3.92000 27048.00 SODDING, NURSERY | | | 0045 628-09402 8.000 MOS | 2400.00000 19200.00| 2025.00000 16200.00| 2582.50000 20660.00 FIELD OFFICE, B | | | 0046 715-05024 2484.000 LFT | 52.50000 130410.00| 55.00000 136620.00| 86.00000 213624.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0047 715-05048 13145.000 LFT | 5.00000 65725.00| 3.28000 43115.60| 2.45000 32205.25 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05149 4519.000 LFT | 30.00000 135570.00| 29.70000 134214.30| 23.20000 104840.80 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-05156 635.000 LFT | 42.00000 26670.00| 43.00000 27305.00| 53.00000 33655.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0050 715-05159 2975.000 LFT | 70.00000 208250.00| 82.00000 243950.00| 101.40000 301665.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0051 718-52610 1619.000 CYS | 41.00000 66379.00| 29.00000 46951.00| 31.60000 51160.40 AGGREGATE FOR UNDERDRAINS | | | 0052 718-99153 40833.000 SYS | 0.45000 18374.85| 1.26000 51449.58| 0.50000 20416.50 GEOTEXTILES FOR UNDERDRAIN | | | 0053 720-01092 25.000 EACH | 2500.00000 62500.00| 4238.00000 105950.00| 4111.05000 102776.25 MANHOLE, J15, MODIFIED | | | 0054 720-03194 24.000 EACH | 3050.00000 73200.00| 4270.00000 102480.00| 4761.05000 114265.20 MANHOLE | | | 0055 720-08660 4.000 EACH | 2500.00000 10000.00| 3930.00000 15720.00| 3861.05000 15444.20 MANHOLE, J5, MODIFIED | | | 0056 720-08661 2.000 EACH | 3100.00000 6200.00| 3850.00000 7700.00| 4501.05000 9002.10 MANHOLE, K5, MODIFIED | | | 0057 720-44080 1.000 EACH | 1500.00000 1500.00| 1100.00000 1100.00| 1083.05000 1083.05 CASTING, 15, FURNISH AND ADJUST TO GRAD | | | 0058 720-45265 7.000 EACH | 1300.00000 9100.00| 1254.00000 8778.00| 1842.00000 12894.00 PIPE CATCH BASIN, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1374866 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PRIMCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 720-45605 5.000 LFT | 500.00000 2500.00| 873.00000 4365.00| 74.00000 370.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0060 720-93409 2.000 EACH | 1500.00000 3000.00| 2200.00000 4400.00| 2561.05000 5122.10 INLET, B15, MODIFIED | | | 0061 720-93411 19.000 EACH | 1600.00000 30400.00| 2321.00000 44099.00| 2561.05000 48659.95 INLET, C15, MODIFIED | | | 0062 720-95409 1.000 EACH | 2000.00000 2000.00| 2945.00000 2945.00| 3400.00000 3400.00 MANHOLE, J4, MODIFIED | | | 0063 720-98174 41.000 EACH | 1600.00000 65600.00| 2303.00000 94423.00| 2531.05000 103773.05 INLET, B15 | | | 0064 732-08419 18.000 SYS | 137.95000 2483.10| 137.95000 2483.10| 158.95000 2861.10 MODULAR BLOCK WALL | | | 0065 732-08421 18.000 SYS | 417.55000 7515.90| 417.55000 7515.90| 417.55000 7515.90 MODULAR BLOCK WALL ERECTION | | | 0066 801-03290 3.000 EACH | 155.00000 465.00| 139.00000 417.00| 139.00000 417.00 CONSTRUCTION SIGN, C | | | 0067 801-04308 2.000 EACH | 370.00000 740.00| 220.00000 440.00| 220.00000 440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 27440.000 LFT | 0.30000 8232.00| 0.29000 7957.60| 0.29000 7957.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 49800.000 LFT | 0.30000 14940.00| 0.79000 39342.00| 0.79000 39342.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06211 2.000 EACH | 96.00000 192.00| 79.00000 158.00| 79.00000 158.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0071 801-06640 30.000 EACH | 137.00000 4110.00| 96.00000 2880.00| 96.00000 2880.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 9.000 EACH | 48.00000 432.00| 26.00000 234.00| 26.00000 234.00 CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 45000.00000 45000.00| 100000.00000 100000.00| 163560.77000 163560.77 MAINTAINING TRAFFIC | | | 0074 801-07119 552.000 LFT | 10.95000 6044.40| 14.00000 7728.00| 14.00000 7728.00 BARRICADE, III-B | | | 0075 801-08401 2063.000 LFT | 0.10000 206.30| 65.00000 134095.00| 28.78000 59373.14 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0076 801-09133 2.000 EACH | 3887.00000 7774.00| 3000.00000 6000.00| 3000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0077 802-05701 21.000 LFT | 8.80000 184.80| 15.00000 315.00| 8.80000 184.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1374866 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PRIMCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 802-05702 209.000 LFT | 6.90000 1442.10| 15.00000 3135.00| 6.90000 1442.10 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0079 802-07135 10.000 EACH | 1360.00000 13600.00| 2900.00000 29000.00| 1360.00000 13600.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0080 802-76025 192.000 SFT | 13.00000 2496.00| 27.00000 5184.00| 13.00000 2496.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0081 802-76035 102.000 SFT | 12.60000 1285.20| 27.00000 2754.00| 12.60000 1285.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0082 802-76045 44.000 SFT | 16.00000 704.00| 27.00000 1188.00| 16.00000 704.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0083 802-76125 5.000 EACH | 8850.00000 44250.00| 7000.00000 35000.00| 8850.00000 44250.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0084 802-91122 1.000 EACH | 90.00000 90.00| 3500.00000 3500.00| 90.00000 90.00 SIGN, GROUND MOUNTED, RESET | | | 0085 805-01842 30.000 EACH | 890.00000 26700.00| 600.00000 18000.00| 890.00000 26700.00 HANDHOLE, SIGNAL | | | 0086 805-01879 1.000 EACH | 635.00000 635.00| 1980.00000 1980.00| 635.00000 635.00 SIGNAL SERVICE, INSTALL | | | 0087 805-02151 8.000 EACH | 540.00000 4320.00| 500.00000 4000.00| 540.00000 4320.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0088 805-04982 675.000 LFT | 1.00000 675.00| 1.20000 810.00| 1.00000 675.00 CABLE | | | 0089 805-04989 1.000 EACH | 6100.00000 6100.00| 5500.00000 5500.00| 6100.00000 6100.00 POWER SUPPLY | | | 0090 805-06592 7255.000 LFT | 5.65000 40990.75| 10.00000 72550.00| 5.65000 40990.75 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0091 805-06921 4.000 EACH | 8250.00000 33000.00| 7500.00000 30000.00| 8250.00000 33000.00 INTEGRATED VIDEO VEHICLE DETECTOR SYSTE | | | 0092 805-78109 1.000 EACH | 14250.00000 14250.00| 15000.00000 15000.00| 14250.00000 14250.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0093 805-78205 5.000 EACH | 855.00000 4275.00| 825.00000 4125.00| 855.00000 4275.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1374866 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PRIMCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 805-78215 3.000 EACH | 685.00000 2055.00| 725.00000 2175.00| 685.00000 2055.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0095 805-78370 8.000 EACH | 100.00000 800.00| 100.00000 800.00| 100.00000 800.00 PEDESTRIAN PUSH BUTTON | | | 0096 805-78415 4.000 EACH | 1550.00000 6200.00| 1900.00000 7600.00| 1550.00000 6200.00 SPAN, CATENARY, AND TETHER | | | 0097 805-78420 4.000 EACH | 220.00000 880.00| 225.00000 900.00| 220.00000 880.00 DISCONNECT HANGER | | | 0098 805-78467 50.000 LFT | 1.70000 85.00| 4.00000 200.00| 1.70000 85.00 SIGNAL CABLE, 3C 8GA. | | | 0099 805-78480 620.000 LFT | 1.10000 682.00| 1.00000 620.00| 1.10000 682.00 SIGNAL CABLE, 3C 14GA. | | | 0100 805-78485 880.000 LFT | 1.20000 1056.00| 0.60000 528.00| 1.20000 1056.00 SIGNAL CABLE, 5C 14GA. | | | 0101 805-78490 475.000 LFT | 1.30000 617.50| 0.60000 285.00| 1.30000 617.50 SIGNAL CABLE, 7C 14GA. | | | 0102 805-78925 1.000 EACH | 815.00000 815.00| 400.00000 400.00| 815.00000 815.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0103 805-81060 4.000 EACH | 4200.00000 16800.00| 4200.00000 16800.00| 4200.00000 16800.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0104 805-98540 4.000 EACH | 2000.00000 8000.00| 1560.00000 6240.00| 2000.00000 8000.00 FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | | POLE | | | 0105 807-02785 4.000 EACH | 810.00000 3240.00| 875.00000 3500.00| 810.00000 3240.00 LUMINAIRE MAST ARM, 25 FT. | | | 0106 808-03002 3680.000 LFT | 0.28000 1030.40| 0.80000 2944.00| 0.22000 809.60 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0107 808-03631 1410.000 LFT | 0.23000 324.30| 0.80000 1128.00| 0.22000 310.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0108 808-03632 17070.000 LFT | 0.22000 3755.40| 0.80000 13656.00| 0.22000 3755.40 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0109 808-04896 10330.000 LFT | 0.22000 2272.60| 0.80000 8264.00| 0.01000 103.30 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0110 808-06716 23550.000 LFT | 0.32000 7536.00| 0.45000 10597.50| 0.45000 10597.50 LINE, REMOVE | | | 0111 808-74805 290.000 LFT | 8.73000 2531.70| 12.00000 3480.00| 3.22000 933.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1374866 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PRIMCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 808-74807 31.000 EACH | 132.00000 4092.00| 140.00000 4340.00| 37.60000 1165.60 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0113 808-74808 31.000 EACH | 190.00000 5890.00| 150.00000 4650.00| 43.70000 1354.70 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0114 808-75996 95.000 EACH | 7.23000 686.85| 4.00000 380.00| 18.60000 1767.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0115 808-94455 1570.000 LFT | 2.18000 3422.60| 3.50000 5495.00| 0.87000 1365.90 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0116 621-01004 4.000 EACH | 425.00000 1700.00| 425.00000 1700.00| 425.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 6,242,248.19| $ 6,924,772.04| $ 6,967,437.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,242,248.19| $ 6,924,772.04| $ 6,967,437.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( ) |( ) |SELGE CONSTRUCTION CO 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 | 177500.00000 177500.00| | 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 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 428530.00000 428530.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 168000.00000 168000.00| | CLEARING RIGHT OF WAY | | | 0010 202-02240 19275.000 SYS | 10.50000 202387.50| | PAVEMENT REMOVAL | | | 0011 202-04089 32.000 EACH | 28.00000 896.00| | SIGN, SHEET, REMOVE | | | 0012 202-52710 195.000 SYS | 11.50000 2242.50| | SIDEWALK, CONCRETE, REMOVE | | | 0013 203-02000 45185.000 CYS | 25.35000 1145439.75| | EXCAVATION, COMMON | | | 0014 205-06933 6.000 EACH | 100.00000 600.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 2.000 TON | 525.00000 1050.00| | TEMPORARY MULCHING | | | 0016 205-06937 13248.000 LFT | 1.38000 18282.24| | TEMPORARY SILT FENCE | | | 0017 205-09543 750.000 TON | 25.00000 18750.00| | NO 2 STONE | | | 0018 207-08263 67000.000 SYS | 5.60000 375200.00| | SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( ) |( ) |SELGE CONSTRUCTION CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 7900.000 SYS | 8.50000 67150.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-02050 95.000 CYS | 0.01000 0.95| | B BORROW | | | 0021 211-07454 6445.000 CYS | 0.01000 64.45| | STRUCTURE BACKFILL | | | 0022 301-07448 2518.000 TON | 23.25000 58543.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 13566.000 CYS | 38.90000 527717.40| | SUBBASE FOR PCCP | | | 0024 303-01180 2376.000 TON | 23.25000 55242.00| | COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08034 80.000 SYS | 25.00000 2000.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0026 402-07434 283.000 TON | 81.00000 22923.00| | HMA SURFACE, TYPE C | | | 0027 402-07439 460.000 TON | 58.00000 26680.00| | HMA INTERMEDIATE, TYPE C | | | 0028 402-07442 1607.000 TON | 42.00000 67494.00| | HMA BASE, TYPE C | | | 0029 402-07453 2871.000 TON | 44.00000 126324.00| | HMA FOR TEMPORARY PAVEMENT | | | 0030 406-05520 7.100 TON | 100.00000 710.00| | ASPHALT FOR TACK COAT | | | 0031 501-08193 54266.000 SYS | 41.00000 2224906.00| | QC/QA-PCCP, 10.5 IN. | | | 0032 503-05240 25940.000 LFT | 14.65000 380021.00| | D-1 CONTRACTION JOINT | | | 0033 604-07900 265.000 SYS | 105.00000 27825.00| | CURB RAMP, CONCRETE, F | | | 0034 604-91531 7200.000 SYS | 31.00000 223200.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06090 9190.000 LFT | 9.60000 88224.00| | CURB, INTEGRAL, CONCRETE | | | 0036 610-07486 298.000 TON | 88.00000 26224.00| | HMA FOR APPROACHES, TYPE A | | | 0037 610-07712 2741.000 SYS | 48.50000 132938.50| | PCCP FOR APPROACHES, 6 IN. | | | 0038 610-09108 971.000 SYS | 56.00000 54376.00| | PCCP FOR APPROACHES, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( ) |( ) |SELGE CONSTRUCTION CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 611-06497 62.000 EACH | 150.00000 9300.00| | MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 78.000 EACH | 145.00000 11310.00| | RIGHT OF WAY MARKER | | | 0041 615-06515 9.000 EACH | 250.00000 2250.00| | MONUMENT, D | | | 0042 621-06557 97.000 LBS | 5.95000 577.15| | SEED MIXTURE, T | | | 0043 621-06567 350.000 kGAL | 2.00000 700.00| | WATER | | | 0044 621-06575 6900.000 SYS | 2.82000 19458.00| | SODDING, NURSERY | | | 0045 628-09402 8.000 MOS | 1925.00000 15400.00| | FIELD OFFICE, B | | | 0046 715-05024 2484.000 LFT | 101.65000 252498.60| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0047 715-05048 13145.000 LFT | 4.85000 63753.25| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05149 4519.000 LFT | 56.80000 256679.20| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-05156 635.000 LFT | 94.60000 60071.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0050 715-05159 2975.000 LFT | 110.85000 329778.75| | PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0051 718-52610 1619.000 CYS | 29.00000 46951.00| | AGGREGATE FOR UNDERDRAINS | | | 0052 718-99153 40833.000 SYS | 0.70000 28583.10| | GEOTEXTILES FOR UNDERDRAIN | | | 0053 720-01092 25.000 EACH | 3115.00000 77875.00| | MANHOLE, J15, MODIFIED | | | 0054 720-03194 24.000 EACH | 4150.00000 99600.00| | MANHOLE | | | 0055 720-08660 4.000 EACH | 2885.00000 11540.00| | MANHOLE, J5, MODIFIED | | | 0056 720-08661 2.000 EACH | 3925.00000 7850.00| | MANHOLE, K5, MODIFIED | | | 0057 720-44080 1.000 EACH | 1450.00000 1450.00| | CASTING, 15, FURNISH AND ADJUST TO GRAD | | | 0058 720-45265 7.000 EACH | 815.00000 5705.00| | PIPE CATCH BASIN, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( ) |( ) |SELGE CONSTRUCTION CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 720-45605 5.000 LFT | 600.00000 3000.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0060 720-93409 2.000 EACH | 2015.00000 4030.00| | INLET, B15, MODIFIED | | | 0061 720-93411 19.000 EACH | 2015.00000 38285.00| | INLET, C15, MODIFIED | | | 0062 720-95409 1.000 EACH | 2015.00000 2015.00| | MANHOLE, J4, MODIFIED | | | 0063 720-98174 41.000 EACH | 1985.00000 81385.00| | INLET, B15 | | | 0064 732-08419 18.000 SYS | 175.00000 3150.00| | MODULAR BLOCK WALL | | | 0065 732-08421 18.000 SYS | 175.00000 3150.00| | MODULAR BLOCK WALL ERECTION | | | 0066 801-03290 3.000 EACH | 139.00000 417.00| | CONSTRUCTION SIGN, C | | | 0067 801-04308 2.000 EACH | 220.00000 440.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 27440.000 LFT | 0.29000 7957.60| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 49800.000 LFT | 0.79000 39342.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06211 2.000 EACH | 79.00000 158.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0071 801-06640 30.000 EACH | 96.00000 2880.00| | CONSTRUCTION SIGN, A | | | 0072 801-06645 9.000 EACH | 26.00000 234.00| | CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 285200.00000 285200.00| | MAINTAINING TRAFFIC | | | 0074 801-07119 552.000 LFT | 14.00000 7728.00| | BARRICADE, III-B | | | 0075 801-08401 2063.000 LFT | 67.50000 139252.50| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0076 801-09133 2.000 EACH | 3000.00000 6000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0077 802-05701 21.000 LFT | 13.40000 281.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( ) |( ) |SELGE CONSTRUCTION CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 802-05702 209.000 LFT | 15.40000 3218.60| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0079 802-07135 10.000 EACH | 1820.00000 18200.00| | CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0080 802-76025 192.000 SFT | 14.80000 2841.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0081 802-76035 102.000 SFT | 15.80000 1611.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0082 802-76045 44.000 SFT | 17.40000 765.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0083 802-76125 5.000 EACH | 8210.00000 41050.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0084 802-91122 1.000 EACH | 100.00000 100.00| | SIGN, GROUND MOUNTED, RESET | | | 0085 805-01842 30.000 EACH | 610.00000 18300.00| | HANDHOLE, SIGNAL | | | 0086 805-01879 1.000 EACH | 900.00000 900.00| | SIGNAL SERVICE, INSTALL | | | 0087 805-02151 8.000 EACH | 520.00000 4160.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0088 805-04982 675.000 LFT | 2.00000 1350.00| | CABLE | | | 0089 805-04989 1.000 EACH | 5937.00000 5937.00| | POWER SUPPLY | | | 0090 805-06592 7255.000 LFT | 10.20000 74001.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0091 805-06921 4.000 EACH | 7222.00000 28888.00| | INTEGRATED VIDEO VEHICLE DETECTOR SYSTE | | | 0092 805-78109 1.000 EACH | 14459.00000 14459.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0093 805-78205 5.000 EACH | 856.00000 4280.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( ) |( ) |SELGE CONSTRUCTION CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 805-78215 3.000 EACH | 856.00000 2568.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0095 805-78370 8.000 EACH | 98.00000 784.00| | PEDESTRIAN PUSH BUTTON | | | 0096 805-78415 4.000 EACH | 1410.00000 5640.00| | SPAN, CATENARY, AND TETHER | | | 0097 805-78420 4.000 EACH | 254.00000 1016.00| | DISCONNECT HANGER | | | 0098 805-78467 50.000 LFT | 2.05000 102.50| | SIGNAL CABLE, 3C 8GA. | | | 0099 805-78480 620.000 LFT | 1.78000 1103.60| | SIGNAL CABLE, 3C 14GA. | | | 0100 805-78485 880.000 LFT | 1.88000 1654.40| | SIGNAL CABLE, 5C 14GA. | | | 0101 805-78490 475.000 LFT | 1.98000 940.50| | SIGNAL CABLE, 7C 14GA. | | | 0102 805-78925 1.000 EACH | 660.00000 660.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0103 805-81060 4.000 EACH | 4655.00000 18620.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0104 805-98540 4.000 EACH | 1820.00000 7280.00| | FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | | POLE | | | 0105 807-02785 4.000 EACH | 890.00000 3560.00| | LUMINAIRE MAST ARM, 25 FT. | | | 0106 808-03002 3680.000 LFT | 0.80000 2944.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0107 808-03631 1410.000 LFT | 0.80000 1128.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0108 808-03632 17070.000 LFT | 0.80000 13656.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0109 808-04896 10330.000 LFT | 0.80000 8264.00| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0110 808-06716 23550.000 LFT | 0.45000 10597.50| | LINE, REMOVE | | | 0111 808-74805 290.000 LFT | 12.00000 3480.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 400 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : R -30385-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( ) |( ) |SELGE CONSTRUCTION CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 808-74807 31.000 EACH | 140.00000 4340.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0113 808-74808 31.000 EACH | 150.00000 4650.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0114 808-75996 95.000 EACH | 20.00000 1900.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0115 808-94455 1570.000 LFT | 3.50000 5495.00| | TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0116 621-01004 4.000 EACH | 425.00000 1700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 8,899,829.24| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,899,829.24| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 404 -1 VENDOR RANKING CALL ORDER : 404 CONTRACT ID : R -30420-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 09/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600454 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1432056 GEANS L L CONSTRUCTION COMPANY $ 722,425.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 773,666.00 107.0929% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 780,716.00 108.0688% 4 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 784,708.96 108.6215% 5 38-1625197 SELGE CONSTRUCTION CO INC $ 861,751.04 119.2859% 6 35-1339168 LAPORTE CONSTRUCTION CO $ 885,052.56 122.5113% 7 35-0997978 PHEND & BROWN INC $ 892,984.71 123.6093% 8 35-1120685 WALSH & KELLY INC $ 907,567.72 125.6280% 9 35-1817530 PIONEER ASSOCIATES INC $ 935,248.20 129.4596% 10 35-1035122 GARIUP CONSTRUCTION CO INC $ 1,047,400.00 144.9839% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 404 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 404 CONTRACT ID : R -30420-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1432056 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |GEANS L L CONSTRUCTION COMPA |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 40999.99000 40999.99| 17900.00000 17900.00 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 110-01001 LUMP | 9573.00000 9573.00| 48124.15000 48124.15| 38900.00000 38900.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 9156.00000 9156.00| 7900.00000 7900.00| 24400.00000 24400.00 CLEARING RIGHT OF WAY | | | 0008 202-03000 LUMP | 61425.00000 61425.00| 43000.00000 43000.00| 35600.00000 35600.00 HOUSES AND BUILDINGS, REMOVE | | | 0009 202-03729 310.000 LFT | 11.92000 3695.20| 16.83000 5217.30| 12.35000 3828.50 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0010 203-02000 3556.000 CYS | 22.57000 80258.92| 5.80000 20624.80| 16.00000 56896.00 EXCAVATION, COMMON | | | 0011 205-06933 5.000 EACH | 105.00000 525.00| 125.00000 625.00| 280.00000 1400.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 2638.000 LFT | 1.51000 3983.38| 1.44000 3798.72| 1.65000 4352.70 TEMPORARY SILT FENCE | | | 0013 210-04181 23.000 EACH | 279.09000 6419.07| 460.00000 10580.00| 1400.00000 32200.00 BICYCLE RACK | | | 0014 210-05106 5.000 EACH | 556.19000 2780.95| 800.00000 4000.00| 2900.00000 14500.00 CONCRETE , PIER A | | | 0015 210-05106 2.000 EACH | 1162.20000 2324.40| 1250.00000 2500.00| 3400.00000 6800.00 CONCRETE , PIER B | | | 0016 210-05835 1.000 EACH | 12467.67000 12467.67| 24000.00000 24000.00| 15642.89000 15642.89 KIOSK | | | 0018 211-09264 50.000 CYS | 41.34000 2067.00| 1.00000 50.00| 5.00000 250.00 STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 404 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 404 CONTRACT ID : R -30420-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1432056 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |GEANS L L CONSTRUCTION COMPA |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-09266 186.000 CYS | 25.47000 4737.42| 31.33000 5827.38| 11.18000 2079.48 STRUCTURE BACKFILL, TYPE 3 | | | 0020 301-07448 1181.000 TON | 25.16000 29713.96| 18.25000 21553.25| 32.00000 37792.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07051 35.000 TON | 130.18000 4556.30| 180.00000 6300.00| 180.00000 6300.00 BOULDERS , LIMESTONE | | | 0022 604-04439 246.000 SYS | 58.42000 14371.32| 88.50000 21771.00| 70.60000 17367.60 TEXTURED CONCRETE PAVEMENT | | | 0023 604-07903 34.000 SYS | 74.33000 2527.22| 130.00000 4420.00| 68.00000 2312.00 CURB RAMP, CONCRETE, K | | | 0024 604-91531 3739.000 SYS | 29.42000 110001.38| 31.75000 118713.25| 24.00000 89736.00 SIDEWALK, CONCRETE, 4 IN. | | | 0025 611-03671 5.000 EACH | 1788.44000 8942.20| 2600.00000 13000.00| 2550.00000 12750.00 TRASH RECEPTACLE | | | 0026 616-02320 153.000 SYS | 2.63000 402.39| 10.00000 1530.00| 6.70000 1025.10 GEOTEXTILES | | | 0027 616-04918 23.000 SYS | 304.50000 7003.50| 822.90000 18926.70| 160.87000 3700.01 LIMESTONE , VENEER | | | 0028 616-06405 65.000 TON | 36.75000 2388.75| 69.00000 4485.00| 45.00000 2925.00 RIPRAP, REVETMENT | | | 0029 616-07210 210.000 LFT | 39.90000 8379.00| 38.00000 7980.00| 40.00000 8400.00 FIBER ROLL | | | 0030 621-01004 2.000 EACH | 315.00000 630.00| 300.00000 600.00| 240.00000 480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01597 310.000 SYS | 9.66000 2994.60| 9.20000 2852.00| 9.00000 2790.00 EROSION CONTROL, MAT | | | 0032 621-04258 15.000 LBS | 120.75000 1811.25| 115.00000 1725.00| 130.00000 1950.00 SEED MIXTURE , UPLAND MOIST/UPLAND DRY | | | 0033 621-04317 9512.000 SYS | 0.65000 6182.80| 0.62000 5897.44| 0.60000 5707.20 MULCHED SEEDING | | | 0034 621-98038 63.000 CYS | 84.00000 5292.00| 80.00000 5040.00| 70.00000 4410.00 MULCH, HARDWOOD SHREDDED BARK | | | 0035 621-09398 4.000 LBS | 131.25000 525.00| 125.00000 500.00| 120.00000 480.00 SEED MIXTURE, SLOPE STABILIZATION | | | 0036 622-01937 46.000 EACH | 47.25000 2173.50| 45.00000 2070.00| 43.00000 1978.00 PLANT , CONIFEROUS EVERGREEN SHRUB | | | 0037 622-01937 42.000 EACH | 47.25000 1984.50| 45.00000 1890.00| 43.00000 1806.00 PLANT , DECIDUOUS SHRUB, NO 3 CONT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/12/09 PAGE : 404 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 404 CONTRACT ID : R -30420-A COUNTIES : ST. JOSEPH LETTING DATE : 03/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1432056 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |GEANS L L CONSTRUCTION COMPA |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 622-01937 313.000 EACH | 25.20000 7887.60| 24.00000 7512.00| 20.00000 6260.00 PLANT , GRASS NO 2 CONT | | | 0039 622-05645 14.000 EACH | 299.25000 4189.50| 285.00000 3990.00| 265.00000 3710.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. | | | 0040 622-05647 7.000 EACH | 367.50000 2572.50| 350.00000 2450.00| 330.00000 2310.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. | | | 0041 622-05649 14.000 EACH | 173.25000 2425.50| 165.00000 2310.00| 155.00000 2170.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0042 622-05650 18.000 EACH | 367.50000 6615.00| 350.00000 6300.00| 325.00000 5850.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0043 622-05651 35.000 EACH | 530.25000 18558.75| 505.00000 17675.00| 460.00000 16100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0044 622-05654 152.000 EACH | 18.64000 2833.28| 17.75000 2698.00| 15.75000 2394.00 PLANT, PERENNIAL , NO 2 CONT | | | 0045 628-09401 8.000 MOS | 1968.75000 15750.00| 1800.00000 14400.00| 1900.00000 15200.00 FIELD OFFICE, A | | | 0046 702-92857 9.500 CYS | 815.02000 7742.69| 740.00000 7030.00| 840.00000 7980.00 CONCRETE, C, SUBSTRUCTURE | | | 0047 703-51030 1135.000 LBS | 1.50000 1702.50| 1.28000 1452.80| 2.10000 2383.50 REINFORCING STEEL | | | 0048 706-04683 72.000 LFT | 136.38000 9819.36| 98.00000 7056.00| 98.00000 7056.00 RAILING , DECORATIVE | | | 0049 711-90932 295.000 LFT | 9.35000 2758.25| 8.90000 2625.50| 5.95000 1755.25 EDGING, STEEL | | | 0050 712-03812 11.000 EACH | 1994.52000 21939.72| 3000.00000 33000.00| 2700.00000 297