INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -1 VENDOR RANKING CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 05/31/13 LOCATION : ON PR 69 , FROM 1.97 MILES NORTH OF SR 68 TO 0.60 MILE NORTH PROJECT(S) : 0800285 OF SR 168 0800325 NEW ROAD AND BRIDGE CONSTRUCTION 0800326 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS INC $ 22,290,316.03 100.0000% 2 35-1139301 E & B PAVING INC $ 22,746,127.33 102.0449% 3 35-1875662 CRIDER & CRIDER INC $ 23,678,488.61 106.2277% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 23,763,266.76 106.6080% 5 35-1698047 GRADEX INC $ 24,140,057.45 108.2984% 6 36-2231526 WALSH CONSTRUCTION COMPANY $ 24,522,511.72 110.0142% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -2 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 NEW ROAD CONSTRUCTION PCCP | | | 0018 203-02000 369705.000 CYS | 3.05000 1127600.25| 3.05000 1127600.25| 3.95000 1460334.75 EXCAVATION, COMMON | | | 0019 203-02070 394197.000 CYS | 4.95000 1951275.15| 4.95000 1951275.15| 4.20000 1655627.40 BORROW | | | 0020 301-07448 10097.000 TON | 19.65000 198406.05| 23.85000 240813.45| 20.00000 201940.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-06464 36993.000 CYS | 37.15000 1374289.95| 39.43000 1458633.99| 41.00000 1516713.00 SUBBASE FOR PCCP | | | 0022 303-01180 26842.000 TON | 18.90000 507313.80| 23.30000 625418.60| 21.00000 563682.00 COMPACTED AGGREGATE, NO. 53 | | | 0023 401-07320 4052.000 TON | 61.10000 247577.20| 60.85000 246564.20| 61.00000 247172.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0024 401-07321 718.000 TON | 62.10000 44587.80| 61.85000 44408.30| 62.00000 44516.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 401-07389 9615.000 TON | 52.20000 501903.00| 52.00000 499980.00| 52.00000 499980.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0026 401-07390 1679.000 TON | 51.25000 86048.75| 51.00000 85629.00| 51.00000 85629.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0027 401-07406 10529.000 TON | 49.00000 515921.00| 48.75000 513288.75| 49.00000 515921.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0028 401-07407 2423.000 TON | 49.75000 120544.25| 49.50000 119938.50| 50.00000 121150.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0029 406-05520 38.000 TON | 400.00000 15200.00| 400.00000 15200.00| 400.00000 15200.00 ASPHALT FOR TACK COAT | | | 0030 501-06266 LUMP | 10100.00000 10100.00| 10097.72000 10097.72| 10000.00000 10000.00 PROFILOGRAPH, PCCP | | | 0031 501-06322 111292.000 SYS | 27.26000 3033819.92| 25.49000 2836833.08| 25.00000 2782300.00 QC/QA-PCCP, 11 IN | | | 0032 501-06727 LUMP | 7650.00000 7650.00| 7622.48000 7622.48| 8000.00000 8000.00 CORING, PCCP | | | 0033 501-09107 17778.000 SYS | 22.48000 399649.44| 22.38000 397871.64| 22.00000 391116.00 QC/QA-PCCP, 9 IN | | | 0034 503-05240 68270.000 LFT | 9.50000 648565.00| 9.49000 647882.30| 9.40000 641738.00 D-1 CONTRACTION JOINT | | | 0035 503-05310 180.000 LFT | 150.00000 27000.00| 225.00000 40500.00| 160.00000 28800.00 TERMINAL JOINT | | | 0036 606-07484 35520.000 LFT | 0.15000 5328.00| 0.15000 5328.00| 0.20000 7104.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0037 606-07485 33322.000 LFT | 0.15000 4998.30| 0.55000 18327.10| 0.45000 14994.90 MILLED PCCP SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 10,827,777.86| $ 10,893,212.51| $ 10,811,918.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMMMON ITEMS COMMON ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -3 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 105-06845 LUMP | 145000.00000 145000.00| 151068.01000 151068.01| 350000.00000 350000.00 CONSTRUCTION ENGINEERING | | | 0039 110-01001 LUMP | 990000.00000 990000.00| 1138717.91000 1138717.91| 1185000.00000 1185000.00 MOBILIZATION AND DEMOBILIZATION | | | 0040 201-52370 LUMP | 109000.00000 109000.00| 109000.00000 109000.00| 220000.00000 220000.00 CLEARING RIGHT OF WAY | | | 0041 202-03000 LUMP | 14700.00000 14700.00| 14700.00000 14700.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 23 | | | 0042 202-03000 LUMP | 13000.00000 13000.00| 13000.00000 13000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 24 | | | 0043 202-74045 9.000 EACH | 60.00000 540.00| 60.00000 540.00| 50.00000 450.00 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0044 203-02000 5576.000 CYS | 2.87000 16003.12| 2.87000 16003.12| 7.00000 39032.00 EXCAVATION, COMMON | | | 0045 203-51223 8346.000 CYS | 2.90000 24203.40| 2.90000 24203.40| 5.00000 41730.00 EXCAVATION, WATERWAY | | | 0046 204-02290 38.000 EACH | 850.00000 32300.00| 850.00000 32300.00| 800.00000 30400.00 SETTLEMENT PLATE | | | 0047 204-08415 76.000 EACH | 17.00000 1292.00| 17.00000 1292.00| 40.00000 3040.00 STAKES, SETTLEMENT | | | 0048 205-03371 49655.000 CYS | 0.01000 496.55| 0.01000 496.55| 0.10000 4965.50 SEDIMENT, REMOVE | | | 0049 205-06930 88.000 TON | 35.00000 3080.00| 35.00000 3080.00| 40.00000 3520.00 SPLASHPAD, RIPRAP | | | 0050 205-06931 2136.000 TON | 32.00000 68352.00| 32.00000 68352.00| 34.00000 72624.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0051 205-06932 96.000 LFT | 14.70000 1411.20| 14.65000 1406.40| 6.00000 576.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0052 205-06933 28.000 EACH | 95.00000 2660.00| 95.00000 2660.00| 125.00000 3500.00 TEMPORARY DITCH INLET PROTECTION | | | 0053 205-06935 30.000 EACH | 2600.00000 78000.00| 2600.00000 78000.00| 2850.00000 85500.00 TEMPORARY SEDIMENT BASIN | | | 0054 205-06936 45.000 TON | 37.50000 1687.50| 37.50000 1687.50| 40.00000 1800.00 TEMPORARY SEDIMENT TRAP | | | 0055 205-06937 2131.000 LFT | 1.30000 2770.30| 1.30000 2770.30| 3.00000 6393.00 TEMPORARY SILT FENCE | | | 0056 205-06938 1702.000 LFT | 14.50000 24679.00| 14.50000 24679.00| 12.00000 20424.00 TEMPORARY SLOPE DRAIN | | | 0057 205-09543 100.000 TON | 32.00000 3200.00| 32.00000 3200.00| 22.00000 2200.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -4 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 206-51220 840.000 CYS | 11.50000 9660.00| 11.50000 9660.00| 13.00000 10920.00 EXCAVATION, WET , UNDISTRIBUTED | | | 0059 206-51230 45.000 CYS | 19.00000 855.00| 19.00000 855.00| 26.00000 1170.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0060 207-08263 178772.000 SYS | 3.40000 607824.80| 3.40000 607824.80| 4.45000 795535.40 SUBGRADE TREATMENT, TYPE IA | | | 0061 207-08265 8701.000 SYS | 2.75000 23927.75| 2.75000 23927.75| 4.00000 34804.00 SUBGRADE TREATMENT, TYPE IIA | | | 0062 207-08266 10247.000 SYS | 1.40000 14345.80| 1.40000 14345.80| 1.00000 10247.00 SUBGRADE TREATMENT, TYPE III | | | 0063 208-02046 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 3000.00000 12000.00 GRADING IN GORE AREA | | | 0064 211-02050 81649.000 CYS | 15.95000 1302301.55| 15.95000 1302301.55| 13.00000 1061437.00 B BORROW | | | 0065 211-06467 263.100 CYS | 42.59000 11205.43| 42.59000 11205.43| 60.00000 15786.00 AGGREGATE FOR END BENT BACKFILL | | | 0066 211-09264 2366.000 CYS | 21.85000 51697.10| 21.85000 51697.10| 22.00000 52052.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0067 211-09265 7348.000 CYS | 35.35000 259751.80| 35.35000 259751.80| 41.00000 301268.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0068 211-09265 840.000 CYS | 35.85000 30114.00| 35.85000 30114.00| 41.00000 34440.00 STRUCTURAL BACKFILL, TYPE 2 , | | | UNDISTRIBUTED | | | 0069 211-09266 17950.000 CYS | 16.39000 294200.50| 16.39000 294200.50| 25.00000 448750.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0070 215-07043 5000.000 SYS | 4.00000 20000.00| 7.85000 39250.00| 4.50000 22500.00 CHEMICAL MODIFICATION, SOILS | | | 0071 302-07455 414.000 CYS | 49.00000 20286.00| 49.00000 20286.00| 60.00000 24840.00 DENSE GRADED SUBBASE | | | 0072 303-07449 1671.000 TON | 19.50000 32584.50| 35.75000 59738.25| 20.00000 33420.00 COMPACTED AGGREGATE, NO. 73 | | | 0073 306-08043 342.000 SYS | 10.30000 3522.60| 10.24000 3502.08| 12.00000 4104.00 MILLING, TRANSITION | | | 0074 601-01522 26.000 EACH | 2000.00000 52000.00| 2000.00000 52000.00| 2000.00000 52000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0075 601-01626 2.000 EACH | 1425.00000 2850.00| 1420.00000 2840.00| 1450.00000 2900.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0076 601-02103 112.500 LFT | 22.10000 2486.25| 22.00000 2475.00| 22.00000 2475.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | | IN SPACING | | | 0077 601-05586 1.000 EACH | 2135.00000 2135.00| 2125.00000 2125.00| 2125.00000 2125.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -5 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 601-05999 10.000 EACH | 45.00000 450.00| 45.00000 450.00| 45.00000 450.00 CURVED TERMINAL END | | | 0079 601-06233 2.000 EACH | 8035.00000 16070.00| 8000.00000 16000.00| 10000.00000 20000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0080 601-06854 3.000 EACH | 2680.00000 8040.00| 2668.00000 8004.00| 2670.00000 8010.00 GUARDRAIL, W-BEAM, NESTED | | | 0081 601-06855 7.000 EACH | 870.00000 6090.00| 865.00000 6055.00| 865.00000 6055.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0082 601-94689 15.000 EACH | 2370.00000 35550.00| 2360.00000 35400.00| 2360.00000 35400.00 GUARDRAIL END TREATMENT, OS | | | 0083 601-94690 7.000 EACH | 4020.00000 28140.00| 4000.00000 28000.00| 4000.00000 28000.00 GUARDRAIL END TREATMENT, MS | | | 0084 601-99105 6418.400 LFT | 16.50000 105903.60| 16.45000 105582.68| 16.50000 105903.60 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0085 601-99108 2200.000 LFT | 23.65000 52030.00| 23.55000 51810.00| 23.50000 51700.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0086 602-06729 64.000 EACH | 13.00000 832.00| 13.00000 832.00| 7.50000 480.00 BARRIER DELINEATOR | | | 0087 603-06040 40387.000 LFT | 5.40000 218089.80| 5.35000 216070.45| 5.00000 201935.00 FENCE, FARM FIELD, 47 IN | | | 0088 608-05741 252121.000 LFT | 0.36000 90763.56| 0.36000 90763.56| 0.40000 100848.40 WICK DRAIN | | | 0089 609-06259 2524.900 SYS | 56.00000 141394.40| 56.00000 141394.40| 62.00000 156543.80 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0090 610-07486 154.000 TON | 100.00000 15400.00| 100.00000 15400.00| 100.00000 15400.00 HMA FOR APPROACHES, TYPE A | | | 0091 610-07487 15.000 TON | 150.00000 2250.00| 150.00000 2250.00| 150.00000 2250.00 HMA FOR APPROACHES, TYPE B | | | 0092 611-06497 1.000 EACH | 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0093 615-06490 25.000 EACH | 129.00000 3225.00| 128.00000 3200.00| 150.00000 3750.00 RIGHT OF WAY MARKER | | | 0094 615-06505 6.000 EACH | 725.00000 4350.00| 720.00000 4320.00| 500.00000 3000.00 MONUMENT, B | | | 0095 615-06510 41.000 EACH | 535.00000 21935.00| 530.00000 21730.00| 400.00000 16400.00 MONUMENT, C | | | 0096 615-06515 16.000 EACH | 135.00000 2160.00| 135.00000 2160.00| 150.00000 2400.00 MONUMENT, D | | | 0097 615-06527 3.000 EACH | 565.00000 1695.00| 560.00000 1680.00| 450.00000 1350.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -6 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 616-02320 15740.000 SYS | 1.20000 18888.00| 1.20000 18888.00| 2.25000 35415.00 GEOTEXTILES | | | 0099 616-05688 3969.000 TON | 28.00000 111132.00| 28.00000 111132.00| 33.00000 130977.00 RIPRAP, CLASS 1 | | | 0100 616-05689 161.000 TON | 36.00000 5796.00| 36.00000 5796.00| 31.00000 4991.00 RIPRAP, CLASS 2 | | | 0101 616-06405 679.000 TON | 48.00000 32592.00| 48.00000 32592.00| 29.00000 19691.00 RIPRAP, REVETMENT | | | 0102 616-06451 4330.000 TON | 27.00000 116910.00| 27.00000 116910.00| 28.00000 121240.00 RIPRAP, UNIFORM | | | 0103 616-07210 4385.000 LFT | 4.75000 20828.75| 4.71000 20653.35| 4.75000 20828.75 FIBER ROLL | | | 0104 621-01004 12.000 EACH | 980.00000 11760.00| 975.00000 11700.00| 1000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0105 621-02770 14562.000 SYS | 0.90000 13105.80| 0.88000 12814.56| 0.90000 13105.80 EROSION CONTROL BLANKET | | | 0106 621-04258 32.000 LBS | 82.50000 2640.00| 82.00000 2624.00| 82.00000 2624.00 SEED MIXTURE , SWALE | | | 0107 621-04258 19.000 LBS | 27.10000 514.90| 27.00000 513.00| 27.00000 513.00 SEED MIXTURE , WILD RYE | | | 0108 621-06545 94.000 TON | 191.00000 17954.00| 190.00000 17860.00| 190.00000 17860.00 FERTILIZER | | | 0109 621-06553 22763.000 LBS | 3.80000 86499.40| 3.75000 85361.25| 3.75000 85361.25 SEED MIXTURE, R | | | 0110 621-06557 15060.000 LBS | 1.30000 19578.00| 1.30000 19578.00| 1.30000 19578.00 SEED MIXTURE, T | | | 0111 621-06565 469.000 TON | 370.00000 173530.00| 365.00000 171185.00| 365.00000 171185.00 MULCHING MATERIAL | | | 0112 621-06567 184.000 kGAL | 1.00000 184.00| 1.00000 184.00| 1.00000 184.00 WATER | | | 0113 621-06574 50780.000 SYS | 2.89000 146754.20| 2.63000 133551.40| 2.65000 134567.00 SODDING | | | 0114 621-06575 335.000 SYS | 2.89000 968.15| 2.63000 881.05| 2.65000 887.75 SODDING, NURSERY | | | 0115 622-52436 12.000 EACH | 41.00000 492.00| 41.00000 492.00| 40.00000 480.00 SIGN, DO NOT MOW OR SPRAY | | | 0116 622-91786 240.000 EACH | 28.00000 6720.00| 27.70000 6648.00| 28.00000 6720.00 SEEDLING , 3-GALLON CONTAINER GROWN | | | 0117 622-98200 6.000 EACH | 41.00000 246.00| 41.00000 246.00| 41.00000 246.00 SIGN, DO NOT DISTURB | | | 0118 628-09403 33.000 MOS | 1850.00000 61050.00| 2585.00000 85305.00| 1200.00000 39600.00 FIELD OFFICE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -7 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 701-06011 15.000 EACH | 690.00000 10350.00| 690.00000 10350.00| 375.00000 5625.00 DYNAMIC PILE LOAD TEST | | | 0120 701-09557 835.000 LFT | 59.00000 49265.00| 59.00000 49265.00| 42.00000 35070.00 TEST PILE, DYNAMIC, PRODUCTION , HP, 12 | | | X 74 | | | 0122 701-09557 26.000 LFT | 135.00000 3510.00| 135.00000 3510.00| 65.00000 1690.00 TEST PILE, DYNAMIC, PRODUCTION , HP 12 | | | X 84 | | | 0123 701-09559 15.000 EACH | 880.00000 13200.00| 880.00000 13200.00| 970.00000 14550.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0124 701-09683 110.000 EACH | 105.00000 11550.00| 105.00000 11550.00| 125.00000 13750.00 PILE SHOE, HP 12 X 74 | | | 0125 701-09891 9.000 EACH | 105.00000 945.00| 105.00000 945.00| 125.00000 1125.00 PILE SHOE, HP 12 X 84 | | | 0126 701-09892 128.000 LFT | 100.00000 12800.00| 100.00000 12800.00| 65.00000 8320.00 PILE, STEEL H, HP 12 X 84 | | | 0127 701-95780 5011.000 LFT | 50.00000 250550.00| 50.00000 250550.00| 42.00000 210462.00 PILE, STEEL H, HP 12 IN X 74 | | | 0128 702-51005 119.800 CYS | 500.00000 59900.00| 500.00000 59900.00| 525.00000 62895.00 CONCRETE, A, SUBSTRUCTURE | | | 0129 702-51015 6.800 CYS | 530.00000 3604.00| 530.00000 3604.00| 900.00000 6120.00 CONCRETE, B, FOOTINGS | | | 0130 702-51110 3864.000 LBS | 2.00000 7728.00| 2.00000 7728.00| 2.50000 9660.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0131 702-92857 450.200 CYS | 635.00000 285877.00| 635.00000 285877.00| 250.00000 112550.00 CONCRETE, C, SUBSTRUCTURE | | | 0132 703-06028 12717.000 LBS | 0.69000 8774.73| 0.69000 8774.73| 0.88000 11190.96 REINFORCING BARS | | | 0133 703-06029 614018.000 LBS | 0.76000 466653.68| 0.76000 466653.68| 0.90000 552616.20 REINFORCING BARS, EPOXY COATED | | | 0134 704-51002 1596.600 CYS | 375.00000 598725.00| 375.00000 598725.00| 480.00000 766368.00 CONCRETE, C, SUPERSTRUCTURE | | | 0135 706-05732 4.000 EACH | 1305.00000 5220.00| 1338.00000 5352.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0136 706-05734 24.000 EACH | 1505.00000 36120.00| 1557.00000 37368.00| 1500.00000 36000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0137 706-51020 173.600 CYS | 196.00000 34025.60| 195.00000 33852.00| 195.00000 33852.00 CONCRETE, C, RAILING | | | 0138 707-09634 910.000 LFT | 248.00000 225680.00| 248.00000 225680.00| 305.00000 277550.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 48 IN. X 49 IN. | | | 0139 707-09865 1392.000 LFT | 213.00000 296496.00| 213.00000 296496.00| 260.00000 361920.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 36" X 49" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -8 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 707-09921 1170.000 LFT | 244.00000 285480.00| 244.00000 285480.00| 300.00000 351000.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 54 IN. X 49 IN. | | | 0141 709-51821 LUMP | 2020.00000 2020.00| 2140.00000 2140.00| 2010.00000 2010.00 SURFACE SEAL , STR NO 6 | | | 0142 709-51821 LUMP | 1850.00000 1850.00| 1950.00000 1950.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 7 | | | 0143 709-51821 LUMP | 1850.00000 1850.00| 1950.00000 1950.00| 2000.00000 2000.00 SURFACE SEAL , STR. NO. 8 | | | 0144 709-51821 LUMP | 3000.00000 3000.00| 3290.00000 3290.00| 3000.00000 3000.00 SURFACE SEAL , STRUCTURE N0 2 | | | 0145 709-51821 LUMP | 2750.00000 2750.00| 3060.00000 3060.00| 2800.00000 2800.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0146 709-51821 LUMP | 2020.00000 2020.00| 2140.00000 2140.00| 2000.00000 2000.00 SURFACE SEAL , STRUCTURE NO 5 | | | 0147 709-51821 LUMP | 4240.00000 4240.00| 4680.00000 4680.00| 4200.00000 4200.00 SURFACE SEAL , STRUCTURE NO 9 | | | 0148 714-04854 428.000 LFT | 265.00000 113420.00| 265.00000 113420.00| 260.00000 111280.00 STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | | X 3FT | | | 0149 714-06677 220.000 LFT | 895.00000 196900.00| 895.00000 196900.00| 1000.00000 220000.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 18FT X 6FT | | | 0150 714-08514 1942.000 SFT | 56.00000 108752.00| 56.76000 110227.92| 58.00000 112636.00 WINGWALL | | | 0151 714-26724 378.000 LFT | 645.00000 243810.00| 645.00000 243810.00| 500.00000 189000.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 4FT | | | 0152 715-03475 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 600.00000 1200.00 SAFETY METAL END SECTION, 4:1, 15 IN | | | 0153 715-05032 804.000 LFT | 28.50000 22914.00| 28.50000 22914.00| 20.00000 16080.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0154 715-05048 86598.000 LFT | 2.31000 200041.38| 2.35000 203505.30| 2.00000 173196.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0155 715-05053 10176.000 LFT | 11.05000 112444.80| 8.00000 81408.00| 11.00000 111936.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0156 715-05119 32.000 LFT | 23.50000 752.00| 23.50000 752.00| 31.00000 992.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0157 715-05122 140.000 LFT | 41.00000 5740.00| 41.00000 5740.00| 28.00000 3920.00 PIPE, TYPE 1, CIRCULAR, 21 IN | | | 0158 715-05123 395.000 LFT | 37.50000 14812.50| 37.50000 14812.50| 29.00000 11455.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -9 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 715-05125 240.000 LFT | 50.00000 12000.00| 50.00000 12000.00| 41.00000 9840.00 PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0160 715-05146 12.000 LFT | 36.50000 438.00| 36.50000 438.00| 22.00000 264.00 PIPE, TYPE 2, CIRCULAR, 6 IN , PVC | | | 0161 715-05169 49.000 LFT | 35.50000 1739.50| 35.50000 1739.50| 23.00000 1127.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0162 715-05218 2057.000 LFT | 25.00000 51425.00| 25.00000 51425.00| 20.00000 41140.00 PIPE, TYPE 5, CIRCULAR, 15 IN | | | 0163 715-05407 660.000 LFT | 11.50000 7590.00| 11.50000 7590.00| 10.00000 6600.00 PIPE, END BENT DRAIN, 6 IN | | | 0164 715-09064 3717.000 LFT | 1.20000 4460.40| 1.20000 4460.40| 1.25000 4646.25 VIDEO INSPECTION FOR PIPE | | | 0165 715-46005 28.000 EACH | 225.00000 6300.00| 225.00000 6300.00| 300.00000 8400.00 PIPE END SECTION, 15 IN | | | 0166 715-46015 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| 400.00000 1600.00 PIPE END SECTION, 21 IN | | | 0167 715-46020 8.000 EACH | 480.00000 3840.00| 480.00000 3840.00| 500.00000 4000.00 PIPE END SECTION, 24 IN | | | 0168 715-46030 6.000 EACH | 625.00000 3750.00| 625.00000 3750.00| 650.00000 3900.00 PIPE END SECTION, 30 IN | | | 0169 718-06528 143.000 EACH | 500.00000 71500.00| 575.00000 82225.00| 450.00000 64350.00 OUTLET PROTECTOR, 1 | | | 0170 718-06532 10000.000 LFT | 0.65000 6500.00| 0.85000 8500.00| 0.85000 8500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0171 718-52610 11749.000 CYS | 26.60000 312523.40| 37.00000 434713.00| 40.00000 469960.00 AGGREGATE FOR UNDERDRAINS | | | 0172 718-99153 64346.000 SYS | 0.70000 45042.20| 1.00000 64346.00| 0.90000 57911.40 GEOTEXTILES FOR UNDERDRAIN | | | 0173 720-45070 28.000 EACH | 2000.00000 56000.00| 2000.00000 56000.00| 2200.00000 61600.00 INLET, P12A | | | 0174 722-95883 LUMP | 7200.00000 7200.00| 7200.00000 7200.00| 12000.00000 12000.00 BRIDGE DECK DRAIN SYSTEM , STR NO 7 | | | 0175 722-95883 LUMP | 7200.00000 7200.00| 7200.00000 7200.00| 10500.00000 10500.00 BRIDGE DECK DRAIN SYSTEM , STR. NO. 8 | | | 0176 722-95883 LUMP | 8300.00000 8300.00| 8300.00000 8300.00| 16500.00000 16500.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 9 | | | 0177 723-06660 508.000 SFT | 132.00000 67056.00| 132.76000 67442.08| 140.00000 71120.00 WINGWALL | | | 0178 723-09922 288.000 LFT | 1475.00000 424800.00| 1486.95000 428241.60| 1940.00000 558720.00 STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | | X 150 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -10 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 731-93945 18964.000 SFT | 11.50000 218086.00| 12.60000 238946.40| 15.00000 284460.00 FACE PANELS, CONCRETE | | | 0180 731-93946 18964.000 SFT | 5.85000 110939.40| 5.85000 110939.40| 8.50000 161194.00 WALL ERECTION | | | 0181 731-93947 860.400 LFT | 30.00000 25812.00| 30.00000 25812.00| 20.00000 17208.00 LEVELING PAD, CONCRETE | | | 0182 801-03290 20.000 EACH | 497.00000 9940.00| 495.00000 9900.00| 200.00000 4000.00 CONSTRUCTION SIGN, C | | | 0183 801-04308 9.000 EACH | 425.00000 3825.00| 425.00000 3825.00| 200.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0184 801-06625 26.000 EACH | 135.00000 3510.00| 135.00000 3510.00| 80.00000 2080.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0185 801-06640 16.000 EACH | 350.00000 5600.00| 345.00000 5520.00| 180.00000 2880.00 CONSTRUCTION SIGN, A | | | 0186 801-06775 LUMP | 14300.00000 14300.00| 14995.00000 14995.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0187 801-07118 224.000 LFT | 15.10000 3382.40| 15.00000 3360.00| 15.00000 3360.00 BARRICADE, III-A | | | 0188 801-07119 56.000 LFT | 19.05000 1066.80| 18.95000 1061.20| 15.00000 840.00 BARRICADE, III-B | | | 0189 801-08402 456.000 LFT | 41.00000 18696.00| 55.72000 25408.32| 50.00000 22800.00 TEMPORARY TRAFFIC BARRIER, TYPE 3 | | | 0190 802-05701 503.300 LFT | 14.10000 7096.53| 14.00000 7046.20| 14.00000 7046.20 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0191 802-07057 531.000 SFT | 17.50000 9292.50| 17.40000 9239.40| 17.40000 9239.40 SIGN, PANEL, WITH LEGEND | | | 0192 802-08456 4.000 EACH | 402.00000 1608.00| 400.00000 1600.00| 400.00000 1600.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0193 802-09577 2.000 EACH | 32250.00000 64500.00| 32100.00000 64200.00| 32100.00000 64200.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | TYPE E | | | 0194 802-09581 2.000 EACH | 5525.00000 11050.00| 5500.00000 11000.00| 5500.00000 11000.00 CANTILEVER SIGN SUPPORT FOUNDATION, | | | DRILLED SHAFT, 36 IN. | | | 0195 802-09838 217.800 SFT | 18.10000 3942.18| 18.00000 3920.40| 18.00000 3920.40 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0196 802-09839 14.000 SFT | 26.50000 371.00| 26.40000 369.60| 26.40000 369.60 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -11 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0197 802-09840 60.100 SFT | 20.10000 1208.01| 20.00000 1202.00| 20.00000 1202.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0198 802-76095 920.000 LBS | 4.25000 3910.00| 4.20000 3864.00| 4.20000 3864.00 STRUCTURAL STEEL, BREAKAWAY | | | 0199 808-06703 4097.000 LFT | 0.45000 1843.65| 0.45000 1843.65| 0.90000 3687.30 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0200 808-10033 600.000 LFT | 1.26000 756.00| 1.25000 750.00| 1.25000 750.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0201 808-10034 600.000 LFT | 1.26000 756.00| 1.25000 750.00| 1.25000 750.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0202 808-75245 4714.000 LFT | 0.45000 2121.30| 0.45000 2121.30| 0.90000 4242.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0203 808-75297 32.000 LFT | 20.00000 640.00| 19.95000 638.40| 25.00000 800.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0204 808-75998 66.000 EACH | 55.25000 3646.50| 55.00000 3630.00| 100.00000 6600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0212 105-08520 4.000 EACH | 100.00000 400.00| 35.00000 140.00| 60.00000 240.00 CELLULAR TELEPHONE/RADIO | | | 0213 105-08521 132.000 MOS | 30.25000 3993.00| 150.00000 19800.00| 100.00000 13200.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0215 203-08668 26515.000 LFT | 1.20000 31818.00| 1.20000 31818.00| 1.20000 31818.00 STRIP DRAIN, 12 IN. | | | 0216 628-09407 99.000 MOS | 50.00000 4950.00| 212.00000 20988.00| 45.00000 4455.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0218 203-02020 60000.000 CYS | 2.90000 174000.00| 2.90000 174000.00| 3.50000 210000.00 EXCAVATION, UNCLASSIFIED | | | 0219 715-09389 500.000 LFT | 17.50000 8750.00| 17.50000 8750.00| 12.00000 6000.00 PIPE, DRAINTILE, 10 IN | | | 0220 715-90833 500.000 LFT | 16.50000 8250.00| 16.50000 8250.00| 11.00000 5500.00 PIPE, DRAINTILE, 8 IN | | | 0221 108-09283 LUMP | 15100.00000 15100.00| 7064.89000 7064.89| 3500.00000 3500.00 CPM SCHEDULE | | | SECTION TOTALS | $ 11,462,530.17| $ 11,852,906.82| $ 12,866,562.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS | | | 0205 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -12 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |BLANKENBERGER BROTHERS INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0206 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0207 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0209 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0210 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0211 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0214 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0217 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | SECTION TOTALS | $ 8.00| $ 8.00| $ 8.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 22,290,316.03| $ 22,746,127.33| $ 23,678,488.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -13 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 NEW ROAD CONSTRUCTION PCCP | | | 0018 203-02000 369705.000 CYS | 3.20000 1183056.00| 5.50000 2033377.50| 3.05000 1127600.25 EXCAVATION, COMMON | | | 0019 203-02070 394197.000 CYS | 3.20000 1261430.40| 4.00000 1576788.00| 3.00000 1182591.00 BORROW | | | 0020 301-07448 10097.000 TON | 20.00000 201940.00| 17.70000 178716.90| 18.76000 189419.72 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-06464 36993.000 CYS | 35.00000 1294755.00| 26.00000 961818.00| 38.00000 1405734.00 SUBBASE FOR PCCP | | | 0022 303-01180 26842.000 TON | 19.00000 509998.00| 18.00000 483156.00| 18.32000 491745.44 COMPACTED AGGREGATE, NO. 53 | | | 0023 401-07320 4052.000 TON | 61.00000 247172.00| 60.85000 246564.20| 60.85000 246564.20 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0024 401-07321 718.000 TON | 74.00000 53132.00| 61.85000 44408.30| 61.85000 44408.30 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 401-07389 9615.000 TON | 55.00000 528825.00| 52.00000 499980.00| 52.00000 499980.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0026 401-07390 1679.000 TON | 57.00000 95703.00| 51.00000 85629.00| 51.00000 85629.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0027 401-07406 10529.000 TON | 53.00000 558037.00| 50.00000 526450.00| 48.75000 513288.75 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0028 401-07407 2423.000 TON | 55.00000 133265.00| 49.50000 119938.50| 49.50000 119938.50 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0029 406-05520 38.000 TON | 500.00000 19000.00| 400.00000 15200.00| 400.00000 15200.00 ASPHALT FOR TACK COAT | | | 0030 501-06266 LUMP | 5000.00000 5000.00| 10100.00000 10100.00| 7415.02000 7415.02 PROFILOGRAPH, PCCP | | | 0031 501-06322 111292.000 SYS | 28.00000 3116176.00| 25.50000 2837946.00| 27.00000 3004884.00 QC/QA-PCCP, 11 IN | | | 0032 501-06727 LUMP | 6000.00000 6000.00| 7630.00000 7630.00| 8444.16000 8444.16 CORING, PCCP | | | 0033 501-09107 17778.000 SYS | 29.00000 515562.00| 22.50000 400005.00| 25.19000 447827.82 QC/QA-PCCP, 9 IN | | | 0034 503-05240 68270.000 LFT | 9.00000 614430.00| 9.75000 665632.50| 8.57000 585073.90 D-1 CONTRACTION JOINT | | | 0035 503-05310 180.000 LFT | 145.00000 26100.00| 150.00000 27000.00| 179.45000 32301.00 TERMINAL JOINT | | | 0036 606-07484 35520.000 LFT | 0.12000 4262.40| 0.06000 2131.20| 0.08000 2841.60 MILLED HMA SHOULDER CORRUGATIONS | | | 0037 606-07485 33322.000 LFT | 0.35000 11662.70| 0.25000 8330.50| 0.32000 10663.04 MILLED PCCP SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 10,385,506.50| $ 10,730,801.60| $ 10,021,549.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMMMON ITEMS COMMON ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -14 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 105-06845 LUMP | 220000.00000 220000.00| 450000.00000 450000.00| 1463576.46000 1463576.46 CONSTRUCTION ENGINEERING | | | 0039 110-01001 LUMP | 1174000.00000 1174000.00| 1206000.00000 1206000.00| 1224586.00000 1224586.00 MOBILIZATION AND DEMOBILIZATION | | | 0040 201-52370 LUMP | 350000.00000 350000.00| 370000.00000 370000.00| 367376.00000 367376.00 CLEARING RIGHT OF WAY | | | 0041 202-03000 LUMP | 7300.00000 7300.00| 15700.00000 15700.00| 100000.00000 100000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 23 | | | 0042 202-03000 LUMP | 4500.00000 4500.00| 14100.00000 14100.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 24 | | | 0043 202-74045 9.000 EACH | 35.00000 315.00| 50.00000 450.00| 60.00000 540.00 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0044 203-02000 5576.000 CYS | 5.00000 27880.00| 6.60000 36801.60| 2.90000 16170.40 EXCAVATION, COMMON | | | 0045 203-51223 8346.000 CYS | 6.50000 54249.00| 12.00000 100152.00| 2.93000 24453.78 EXCAVATION, WATERWAY | | | 0046 204-02290 38.000 EACH | 1600.00000 60800.00| 840.00000 31920.00| 850.00000 32300.00 SETTLEMENT PLATE | | | 0047 204-08415 76.000 EACH | 20.00000 1520.00| 315.00000 23940.00| 17.00000 1292.00 STAKES, SETTLEMENT | | | 0048 205-03371 49655.000 CYS | 2.00000 99310.00| 3.00000 148965.00| 0.01000 496.55 SEDIMENT, REMOVE | | | 0049 205-06930 88.000 TON | 60.00000 5280.00| 32.00000 2816.00| 35.00000 3080.00 SPLASHPAD, RIPRAP | | | 0050 205-06931 2136.000 TON | 46.00000 98256.00| 29.00000 61944.00| 32.00000 68352.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0051 205-06932 96.000 LFT | 22.00000 2112.00| 14.65000 1406.40| 23.41000 2247.36 TEMPORARY CHECK DAM, STRAW BALES | | | 0052 205-06933 28.000 EACH | 95.00000 2660.00| 95.00000 2660.00| 95.00000 2660.00 TEMPORARY DITCH INLET PROTECTION | | | 0053 205-06935 30.000 EACH | 3000.00000 90000.00| 1650.00000 49500.00| 2600.00000 78000.00 TEMPORARY SEDIMENT BASIN | | | 0054 205-06936 45.000 TON | 100.00000 4500.00| 32.00000 1440.00| 37.50000 1687.50 TEMPORARY SEDIMENT TRAP | | | 0055 205-06937 2131.000 LFT | 2.50000 5327.50| 1.30000 2770.30| 2.32000 4943.92 TEMPORARY SILT FENCE | | | 0056 205-06938 1702.000 LFT | 20.00000 34040.00| 11.00000 18722.00| 14.50000 24679.00 TEMPORARY SLOPE DRAIN | | | 0057 205-09543 100.000 TON | 70.00000 7000.00| 25.00000 2500.00| 32.00000 3200.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -15 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 206-51220 840.000 CYS | 28.00000 23520.00| 12.00000 10080.00| 11.50000 9660.00 EXCAVATION, WET , UNDISTRIBUTED | | | 0059 206-51230 45.000 CYS | 30.00000 1350.00| 25.00000 1125.00| 19.00000 855.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0060 207-08263 178772.000 SYS | 3.85000 688272.20| 4.00000 715088.00| 3.40000 607824.80 SUBGRADE TREATMENT, TYPE IA | | | 0061 207-08265 8701.000 SYS | 3.25000 28278.25| 3.85000 33498.85| 3.53000 30714.53 SUBGRADE TREATMENT, TYPE IIA | | | 0062 207-08266 10247.000 SYS | 2.00000 20494.00| 1.00000 10247.00| 1.40000 14345.80 SUBGRADE TREATMENT, TYPE III | | | 0063 208-02046 4.000 EACH | 220.00000 880.00| 2200.00000 8800.00| 1500.00000 6000.00 GRADING IN GORE AREA | | | 0064 211-02050 81649.000 CYS | 18.00000 1469682.00| 13.50000 1102261.50| 16.11000 1315365.39 B BORROW | | | 0065 211-06467 263.100 CYS | 90.00000 23679.00| 60.00000 15786.00| 43.00000 11313.30 AGGREGATE FOR END BENT BACKFILL | | | 0066 211-09264 2366.000 CYS | 28.00000 66248.00| 17.50000 41405.00| 21.85000 51697.10 STRUCTURAL BACKFILL, TYPE 1 | | | 0067 211-09265 7348.000 CYS | 35.00000 257180.00| 32.70000 240279.60| 35.35000 259751.80 STRUCTURAL BACKFILL, TYPE 2 | | | 0068 211-09265 840.000 CYS | 35.00000 29400.00| 32.70000 27468.00| 36.20000 30408.00 STRUCTURAL BACKFILL, TYPE 2 , | | | UNDISTRIBUTED | | | 0069 211-09266 17950.000 CYS | 22.00000 394900.00| 18.00000 323100.00| 16.55000 297072.50 STRUCTURAL BACKFILL, TYPE 3 | | | 0070 215-07043 5000.000 SYS | 4.00000 20000.00| 3.85000 19250.00| 4.00000 20000.00 CHEMICAL MODIFICATION, SOILS | | | 0071 302-07455 414.000 CYS | 80.00000 33120.00| 60.00000 24840.00| 49.00000 20286.00 DENSE GRADED SUBBASE | | | 0072 303-07449 1671.000 TON | 22.00000 36762.00| 20.00000 33420.00| 22.61000 37781.31 COMPACTED AGGREGATE, NO. 73 | | | 0073 306-08043 342.000 SYS | 14.00000 4788.00| 5.00000 1710.00| 1.00000 342.00 MILLING, TRANSITION | | | 0074 601-01522 26.000 EACH | 2000.00000 52000.00| 1830.00000 47580.00| 2000.00000 52000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0075 601-01626 2.000 EACH | 1420.00000 2840.00| 1855.00000 3710.00| 1420.00000 2840.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0076 601-02103 112.500 LFT | 22.00000 2475.00| 20.00000 2250.00| 22.00000 2475.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | | IN SPACING | | | 0077 601-05586 1.000 EACH | 2125.00000 2125.00| 2110.00000 2110.00| 2125.00000 2125.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -16 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 601-05999 10.000 EACH | 45.00000 450.00| 35.00000 350.00| 45.00000 450.00 CURVED TERMINAL END | | | 0079 601-06233 2.000 EACH | 8000.00000 16000.00| 7855.00000 15710.00| 8000.00000 16000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0080 601-06854 3.000 EACH | 2668.00000 8004.00| 4470.00000 13410.00| 2668.00000 8004.00 GUARDRAIL, W-BEAM, NESTED | | | 0081 601-06855 7.000 EACH | 865.00000 6055.00| 940.00000 6580.00| 865.00000 6055.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0082 601-94689 15.000 EACH | 2360.00000 35400.00| 2240.00000 33600.00| 2360.00000 35400.00 GUARDRAIL END TREATMENT, OS | | | 0083 601-94690 7.000 EACH | 4000.00000 28000.00| 3695.00000 25865.00| 4000.00000 28000.00 GUARDRAIL END TREATMENT, MS | | | 0084 601-99105 6418.400 LFT | 16.45000 105582.68| 15.00000 96276.00| 16.45000 105582.68 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0085 601-99108 2200.000 LFT | 23.55000 51810.00| 24.00000 52800.00| 23.55000 51810.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0086 602-06729 64.000 EACH | 12.00000 768.00| 13.00000 832.00| 13.00000 832.00 BARRIER DELINEATOR | | | 0087 603-06040 40387.000 LFT | 5.35000 216070.45| 5.00000 201935.00| 5.00000 201935.00 FENCE, FARM FIELD, 47 IN | | | 0088 608-05741 252121.000 LFT | 0.36000 90763.56| 0.36000 90763.56| 0.40000 100848.40 WICK DRAIN | | | 0089 609-06259 2524.900 SYS | 80.00000 201992.00| 62.00000 156543.80| 56.00000 141394.40 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0090 610-07486 154.000 TON | 75.00000 11550.00| 100.00000 15400.00| 100.00000 15400.00 HMA FOR APPROACHES, TYPE A | | | 0091 610-07487 15.000 TON | 115.00000 1725.00| 150.00000 2250.00| 150.00000 2250.00 HMA FOR APPROACHES, TYPE B | | | 0092 611-06497 1.000 EACH | 300.00000 300.00| 215.00000 215.00| 300.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0093 615-06490 25.000 EACH | 128.00000 3200.00| 163.00000 4075.00| 128.00000 3200.00 RIGHT OF WAY MARKER | | | 0094 615-06505 6.000 EACH | 720.00000 4320.00| 680.00000 4080.00| 720.00000 4320.00 MONUMENT, B | | | 0095 615-06510 41.000 EACH | 530.00000 21730.00| 415.00000 17015.00| 530.00000 21730.00 MONUMENT, C | | | 0096 615-06515 16.000 EACH | 50.00000 800.00| 105.00000 1680.00| 135.00000 2160.00 MONUMENT, D | | | 0097 615-06527 3.000 EACH | 560.00000 1680.00| 560.00000 1680.00| 560.00000 1680.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -17 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 616-02320 15740.000 SYS | 2.00000 31480.00| 1.00000 15740.00| 1.20000 18888.00 GEOTEXTILES | | | 0099 616-05688 3969.000 TON | 33.00000 130977.00| 32.00000 127008.00| 28.00000 111132.00 RIPRAP, CLASS 1 | | | 0100 616-05689 161.000 TON | 40.00000 6440.00| 36.00000 5796.00| 36.00000 5796.00 RIPRAP, CLASS 2 | | | 0101 616-06405 679.000 TON | 32.00000 21728.00| 29.00000 19691.00| 48.00000 32592.00 RIPRAP, REVETMENT | | | 0102 616-06451 4330.000 TON | 30.00000 129900.00| 29.00000 125570.00| 27.00000 116910.00 RIPRAP, UNIFORM | | | 0103 616-07210 4385.000 LFT | 4.71000 20653.35| 4.71000 20653.35| 5.53000 24249.05 FIBER ROLL | | | 0104 621-01004 12.000 EACH | 975.00000 11700.00| 975.00000 11700.00| 975.00000 11700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0105 621-02770 14562.000 SYS | 0.88000 12814.56| 0.88000 12814.56| 0.88000 12814.56 EROSION CONTROL BLANKET | | | 0106 621-04258 32.000 LBS | 82.00000 2624.00| 82.00000 2624.00| 82.00000 2624.00 SEED MIXTURE , SWALE | | | 0107 621-04258 19.000 LBS | 27.00000 513.00| 27.00000 513.00| 27.00000 513.00 SEED MIXTURE , WILD RYE | | | 0108 621-06545 94.000 TON | 190.00000 17860.00| 190.00000 17860.00| 190.00000 17860.00 FERTILIZER | | | 0109 621-06553 22763.000 LBS | 3.75000 85361.25| 3.75000 85361.25| 3.75000 85361.25 SEED MIXTURE, R | | | 0110 621-06557 15060.000 LBS | 1.30000 19578.00| 1.30000 19578.00| 1.30000 19578.00 SEED MIXTURE, T | | | 0111 621-06565 469.000 TON | 365.00000 171185.00| 365.00000 171185.00| 365.00000 171185.00 MULCHING MATERIAL | | | 0112 621-06567 184.000 kGAL | 1.00000 184.00| 1.00000 184.00| 1.00000 184.00 WATER | | | 0113 621-06574 50780.000 SYS | 2.63000 133551.40| 3.00000 152340.00| 2.63000 133551.40 SODDING | | | 0114 621-06575 335.000 SYS | 2.63000 881.05| 3.00000 1005.00| 2.63000 881.05 SODDING, NURSERY | | | 0115 622-52436 12.000 EACH | 41.00000 492.00| 41.00000 492.00| 41.00000 492.00 SIGN, DO NOT MOW OR SPRAY | | | 0116 622-91786 240.000 EACH | 27.70000 6648.00| 27.70000 6648.00| 27.70000 6648.00 SEEDLING , 3-GALLON CONTAINER GROWN | | | 0117 622-98200 6.000 EACH | 41.00000 246.00| 41.00000 246.00| 41.00000 246.00 SIGN, DO NOT DISTURB | | | 0118 628-09403 33.000 MOS | 2400.00000 79200.00| 2150.00000 70950.00| 1736.97000 57320.01 FIELD OFFICE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -18 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 701-06011 15.000 EACH | 780.00000 11700.00| 375.00000 5625.00| 800.00000 12000.00 DYNAMIC PILE LOAD TEST | | | 0120 701-09557 835.000 LFT | 50.00000 41750.00| 40.00000 33400.00| 62.60000 52271.00 TEST PILE, DYNAMIC, PRODUCTION , HP, 12 | | | X 74 | | | 0122 701-09557 26.000 LFT | 70.00000 1820.00| 65.00000 1690.00| 140.00000 3640.00 TEST PILE, DYNAMIC, PRODUCTION , HP 12 | | | X 84 | | | 0123 701-09559 15.000 EACH | 1100.00000 16500.00| 500.00000 7500.00| 925.00000 13875.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0124 701-09683 110.000 EACH | 115.00000 12650.00| 125.00000 13750.00| 110.00000 12100.00 PILE SHOE, HP 12 X 74 | | | 0125 701-09891 9.000 EACH | 120.00000 1080.00| 125.00000 1125.00| 110.00000 990.00 PILE SHOE, HP 12 X 84 | | | 0126 701-09892 128.000 LFT | 70.00000 8960.00| 65.00000 8320.00| 106.00000 13568.00 PILE, STEEL H, HP 12 X 84 | | | 0127 701-95780 5011.000 LFT | 50.00000 250550.00| 40.00000 200440.00| 52.50000 263077.50 PILE, STEEL H, HP 12 IN X 74 | | | 0128 702-51005 119.800 CYS | 525.00000 62895.00| 525.00000 62895.00| 530.00000 63494.00 CONCRETE, A, SUBSTRUCTURE | | | 0129 702-51015 6.800 CYS | 710.00000 4828.00| 900.00000 6120.00| 560.00000 3808.00 CONCRETE, B, FOOTINGS | | | 0130 702-51110 3864.000 LBS | 2.15000 8307.60| 2.50000 9660.00| 2.00000 7728.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0131 702-92857 450.200 CYS | 450.00000 202590.00| 250.00000 112550.00| 670.00000 301634.00 CONCRETE, C, SUBSTRUCTURE | | | 0132 703-06028 12717.000 LBS | 0.80000 10173.60| 0.85000 10809.45| 0.73000 9283.41 REINFORCING BARS | | | 0133 703-06029 614018.000 LBS | 0.82000 503494.76| 0.91000 558756.38| 0.80000 491214.40 REINFORCING BARS, EPOXY COATED | | | 0134 704-51002 1596.600 CYS | 460.00000 734436.00| 490.00000 782334.00| 395.00000 630657.00 CONCRETE, C, SUPERSTRUCTURE | | | 0135 706-05732 4.000 EACH | 1300.00000 5200.00| 1250.00000 5000.00| 1333.42000 5333.68 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0136 706-05734 24.000 EACH | 1500.00000 36000.00| 1450.00000 34800.00| 1549.43000 37186.32 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0137 706-51020 173.600 CYS | 242.00000 42011.20| 275.00000 47740.00| 218.14000 37869.10 CONCRETE, C, RAILING | | | 0138 707-09634 910.000 LFT | 285.00000 259350.00| 315.00000 286650.00| 292.00000 265720.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 48 IN. X 49 IN. | | | 0139 707-09865 1392.000 LFT | 265.00000 368880.00| 270.00000 375840.00| 300.00000 417600.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 36" X 49" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -19 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 707-09921 1170.000 LFT | 275.00000 321750.00| 305.00000 356850.00| 300.00000 351000.00 STRUCTURAL MEMBERS, CONCRETE, BULB-T | | | BEAM, 54 IN. X 49 IN. | | | 0141 709-51821 LUMP | 2010.00000 2010.00| 2010.00000 2010.00| 2410.59000 2410.59 SURFACE SEAL , STR NO 6 | | | 0142 709-51821 LUMP | 1840.00000 1840.00| 1840.00000 1840.00| 2240.55000 2240.55 SURFACE SEAL , STR NO 7 | | | 0143 709-51821 LUMP | 1840.00000 1840.00| 1840.00000 1840.00| 2240.55000 2240.55 SURFACE SEAL , STR. NO. 8 | | | 0144 709-51821 LUMP | 2990.00000 2990.00| 2990.00000 2990.00| 3790.80000 3790.80 SURFACE SEAL , STRUCTURE N0 2 | | | 0145 709-51821 LUMP | 2735.00000 2735.00| 2735.00000 2735.00| 3534.18000 3534.18 SURFACE SEAL , STRUCTURE NO 1 | | | 0146 709-51821 LUMP | 2010.00000 2010.00| 2010.00000 2010.00| 2409.81000 2409.81 SURFACE SEAL , STRUCTURE NO 5 | | | 0147 709-51821 LUMP | 4219.00000 4219.00| 4219.00000 4219.00| 5419.05000 5419.05 SURFACE SEAL , STRUCTURE NO 9 | | | 0148 714-04854 428.000 LFT | 390.00000 166920.00| 275.00000 117700.00| 265.00000 113420.00 STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | | X 3FT | | | 0149 714-06677 220.000 LFT | 1050.00000 231000.00| 877.00000 192940.00| 895.00000 196900.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 18FT X 6FT | | | 0150 714-08514 1942.000 SFT | 65.00000 126230.00| 75.00000 145650.00| 56.00000 108752.00 WINGWALL | | | 0151 714-26724 378.000 LFT | 690.00000 260820.00| 505.00000 190890.00| 645.00000 243810.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 4FT | | | 0152 715-03475 2.000 EACH | 900.00000 1800.00| 585.00000 1170.00| 300.00000 600.00 SAFETY METAL END SECTION, 4:1, 15 IN | | | 0153 715-05032 804.000 LFT | 30.00000 24120.00| 34.00000 27336.00| 28.50000 22914.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0154 715-05048 86598.000 LFT | 2.30000 199175.40| 2.88000 249402.24| 2.30000 199175.40 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0155 715-05053 10176.000 LFT | 11.00000 111936.00| 6.50000 66144.00| 11.00000 111936.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0156 715-05119 32.000 LFT | 30.00000 960.00| 45.00000 1440.00| 23.50000 752.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0157 715-05122 140.000 LFT | 35.00000 4900.00| 42.00000 5880.00| 41.00000 5740.00 PIPE, TYPE 1, CIRCULAR, 21 IN | | | 0158 715-05123 395.000 LFT | 40.00000 15800.00| 50.00000 19750.00| 37.50000 14812.50 PIPE, TYPE 1, CIRCULAR, 24 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -20 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 715-05125 240.000 LFT | 52.00000 12480.00| 65.00000 15600.00| 50.00000 12000.00 PIPE, TYPE 1, CIRCULAR, 30 IN | | | 0160 715-05146 12.000 LFT | 22.00000 264.00| 77.00000 924.00| 36.50000 438.00 PIPE, TYPE 2, CIRCULAR, 6 IN , PVC | | | 0161 715-05169 49.000 LFT | 30.00000 1470.00| 46.00000 2254.00| 35.50000 1739.50 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0162 715-05218 2057.000 LFT | 25.00000 51425.00| 34.00000 69938.00| 25.00000 51425.00 PIPE, TYPE 5, CIRCULAR, 15 IN | | | 0163 715-05407 660.000 LFT | 8.00000 5280.00| 10.00000 6600.00| 11.50000 7590.00 PIPE, END BENT DRAIN, 6 IN | | | 0164 715-09064 3717.000 LFT | 1.50000 5575.50| 1.00000 3717.00| 1.20000 4460.40 VIDEO INSPECTION FOR PIPE | | | 0165 715-46005 28.000 EACH | 400.00000 11200.00| 585.00000 16380.00| 225.00000 6300.00 PIPE END SECTION, 15 IN | | | 0166 715-46015 4.000 EACH | 500.00000 2000.00| 905.00000 3620.00| 600.00000 2400.00 PIPE END SECTION, 21 IN | | | 0167 715-46020 8.000 EACH | 700.00000 5600.00| 960.00000 7680.00| 480.00000 3840.00 PIPE END SECTION, 24 IN | | | 0168 715-46030 6.000 EACH | 800.00000 4800.00| 1170.00000 7020.00| 625.00000 3750.00 PIPE END SECTION, 30 IN | | | 0169 718-06528 143.000 EACH | 450.00000 64350.00| 510.00000 72930.00| 500.00000 71500.00 OUTLET PROTECTOR, 1 | | | 0170 718-06532 10000.000 LFT | 0.65000 6500.00| 1.00000 10000.00| 0.85000 8500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0171 718-52610 11749.000 CYS | 26.50000 311348.50| 28.00000 328972.00| 26.50000 311348.50 AGGREGATE FOR UNDERDRAINS | | | 0172 718-99153 64346.000 SYS | 0.70000 45042.20| 0.91000 58554.86| 0.70000 45042.20 GEOTEXTILES FOR UNDERDRAIN | | | 0173 720-45070 28.000 EACH | 2000.00000 56000.00| 2070.00000 57960.00| 2000.00000 56000.00 INLET, P12A | | | 0174 722-95883 LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 7200.00000 7200.00 BRIDGE DECK DRAIN SYSTEM , STR NO 7 | | | 0175 722-95883 LUMP | 12000.00000 12000.00| 10500.00000 10500.00| 7200.00000 7200.00 BRIDGE DECK DRAIN SYSTEM , STR. NO. 8 | | | 0176 722-95883 LUMP | 15000.00000 15000.00| 16500.00000 16500.00| 8300.00000 8300.00 BRIDGE DECK DRAIN SYSTEM , STRUCTURE NO | | | 9 | | | 0177 723-06660 508.000 SFT | 65.00000 33020.00| 75.00000 38100.00| 132.00000 67056.00 WINGWALL | | | 0178 723-09922 288.000 LFT | 2025.00000 583200.00| 1750.00000 504000.00| 1475.00000 424800.00 STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | | X 150 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -21 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 731-93945 18964.000 SFT | 13.75000 260755.00| 15.00000 284460.00| 12.60000 238946.40 FACE PANELS, CONCRETE | | | 0180 731-93946 18964.000 SFT | 7.75000 146971.00| 8.50000 161194.00| 5.85000 110939.40 WALL ERECTION | | | 0181 731-93947 860.400 LFT | 20.00000 17208.00| 20.00000 17208.00| 30.00000 25812.00 LEVELING PAD, CONCRETE | | | 0182 801-03290 20.000 EACH | 495.00000 9900.00| 495.00000 9900.00| 495.00000 9900.00 CONSTRUCTION SIGN, C | | | 0183 801-04308 9.000 EACH | 425.00000 3825.00| 425.00000 3825.00| 425.00000 3825.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0184 801-06625 26.000 EACH | 135.00000 3510.00| 135.00000 3510.00| 135.00000 3510.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0185 801-06640 16.000 EACH | 345.00000 5520.00| 345.00000 5520.00| 345.00000 5520.00 CONSTRUCTION SIGN, A | | | 0186 801-06775 LUMP | 25000.00000 25000.00| 540000.00000 540000.00| 800000.00000 800000.00 MAINTAINING TRAFFIC | | | 0187 801-07118 224.000 LFT | 15.00000 3360.00| 15.00000 3360.00| 15.00000 3360.00 BARRICADE, III-A | | | 0188 801-07119 56.000 LFT | 18.95000 1061.20| 18.95000 1061.20| 18.95000 1061.20 BARRICADE, III-B | | | 0189 801-08402 456.000 LFT | 20.00000 9120.00| 50.00000 22800.00| 30.29000 13812.24 TEMPORARY TRAFFIC BARRIER, TYPE 3 | | | 0190 802-05701 503.300 LFT | 18.00000 9059.40| 14.00000 7046.20| 14.00000 7046.20 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0191 802-07057 531.000 SFT | 18.00000 9558.00| 17.40000 9239.40| 17.40000 9239.40 SIGN, PANEL, WITH LEGEND | | | 0192 802-08456 4.000 EACH | 370.00000 1480.00| 400.00000 1600.00| 400.00000 1600.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0193 802-09577 2.000 EACH | 28608.00000 57216.00| 32100.00000 64200.00| 32100.00000 64200.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | TYPE E | | | 0194 802-09581 2.000 EACH | 8100.00000 16200.00| 5500.00000 11000.00| 5500.00000 11000.00 CANTILEVER SIGN SUPPORT FOUNDATION, | | | DRILLED SHAFT, 36 IN. | | | 0195 802-09838 217.800 SFT | 18.00000 3920.40| 18.00000 3920.40| 18.00000 3920.40 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0196 802-09839 14.000 SFT | 24.00000 336.00| 26.40000 369.60| 26.40000 369.60 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -22 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0197 802-09840 60.100 SFT | 19.00000 1141.90| 20.00000 1202.00| 20.00000 1202.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0198 802-76095 920.000 LBS | 5.10000 4692.00| 4.20000 3864.00| 4.20000 3864.00 STRUCTURAL STEEL, BREAKAWAY | | | 0199 808-06703 4097.000 LFT | 0.45000 1843.65| 0.45000 1843.65| 0.45000 1843.65 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0200 808-10033 600.000 LFT | 1.25000 750.00| 1.25000 750.00| 1.25000 750.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0201 808-10034 600.000 LFT | 1.25000 750.00| 1.25000 750.00| 1.25000 750.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0202 808-75245 4714.000 LFT | 0.45000 2121.30| 0.45000 2121.30| 0.45000 2121.30 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0203 808-75297 32.000 LFT | 19.95000 638.40| 19.95000 638.40| 19.95000 638.40 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0204 808-75998 66.000 EACH | 55.00000 3630.00| 55.00000 3630.00| 55.00000 3630.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0212 105-08520 4.000 EACH | 100.00000 400.00| 150.00000 600.00| 150.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0213 105-08521 132.000 MOS | 80.00000 10560.00| 100.00000 13200.00| 100.00000 13200.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0215 203-08668 26515.000 LFT | 1.20000 31818.00| 1.20000 31818.00| 1.40000 37121.00 STRIP DRAIN, 12 IN. | | | 0216 628-09407 99.000 MOS | 140.00000 13860.00| 250.00000 24750.00| 90.91000 9000.09 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0218 203-02020 60000.000 CYS | 5.00000 300000.00| 2.00000 120000.00| 2.90000 174000.00 EXCAVATION, UNCLASSIFIED | | | 0219 715-09389 500.000 LFT | 12.00000 6000.00| 15.00000 7500.00| 17.50000 8750.00 PIPE, DRAINTILE, 10 IN | | | 0220 715-90833 500.000 LFT | 11.00000 5500.00| 11.00000 5500.00| 16.50000 8250.00 PIPE, DRAINTILE, 8 IN | | | 0221 108-09283 LUMP | 8000.00000 8000.00| 25000.00000 25000.00| 5000.00000 5000.00 CPM SCHEDULE | | | SECTION TOTALS | $ 13,377,752.26| $ 13,409,247.85| $ 14,500,954.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMINISTRATION ITEMS | | | 0205 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 160 -23 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-31121-A COUNTIES : GIBSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1698047 |( 6 ) 36-2231526 |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0206 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0207 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0209 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0210 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0211 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0214 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0217 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | SECTION TOTALS | $ 8.00| $ 8.00| $ 8.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,763,266.76| $ 24,140,057.45| $ 24,522,511.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 07/31/11 LOCATION : ON PR 69 PROJECT(S) : 0710899 0710900 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR INC $ 534,330.75 100.0000% 2 35-1582525 JERRY AIGNER CONSTRUCTION $ 542,980.90 101.6189% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 559,678.74 104.7439% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 587,000.00 109.8571% 5 35-1284120 KOBERSTEIN CONTRACTING INC $ 616,705.73 115.4165% 6 35-1357381 DAVE OMARA CONTRACTOR INC $ 654,328.09 122.4575% 7 35-1875662 CRIDER & CRIDER INC $ 669,393.60 125.2770% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 170 -2 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1582525 |( 3 ) 35-1009310 |CLR INC |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONSTR 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 | 74000.00000 74000.00| 25000.00000 25000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 200.00000 200.00| 33.25000 33.25 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 50.00000 450.00| 100.00000 900.00| 66.50000 598.50 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 26250.00000 26250.00| 16000.00000 16000.00| 26735.00000 26735.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02000 10397.000 CYS | 8.25000 85775.25| 7.00000 72779.00| 5.85000 60822.45 EXCAVATION, COMMON | | | 0011 204-08553 2.000 EACH | 5975.50000 11951.00| 4000.00000 8000.00| 1015.00000 2030.00 DATA LOGGING SYSTEM , MONITORING WELL | | | 0012 205-02770 4401.000 SYS | 3.30000 14523.30| 3.05000 13423.05| 1.94000 8537.94 EROSION CONTROL BLANKET | | | 0013 205-06932 100.000 LFT | 15.00000 1500.00| 10.00000 1000.00| 9.95000 995.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06934 68.500 TON | 150.00000 10275.00| 320.00000 21920.00| 335.00000 22947.50 TEMPORARY MULCHING | | | 0015 205-06937 2818.000 LFT | 2.65000 7467.70| 2.50000 7045.00| 1.20000 3381.60 TEMPORARY SILT FENCE | | | 0016 205-09543 100.000 TON | 28.00000 2800.00| 20.00000 2000.00| 31.00000 3100.00 NO 2 STONE | | | 0017 601-04849 624.000 LFT | 10.00000 6240.00| 4.50000 2808.00| 10.20000 6364.80 POST , WOOD, 4 IN X 4 IN | | | 0018 616-07210 907.000 LFT | 13.15000 11927.05| 5.60000 5079.20| 4.70000 4262.90 FIBER ROLL | | | 0019 621-01004 2.000 EACH | 575.00000 1150.00| 1000.00000 2000.00| 1075.00000 2150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 170 -3 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1582525 |( 3 ) 35-1009310 |CLR INC |JERRY AIGNER CONSTRUCTION |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 621-04258 142.700 LBS | 45.00000 6421.50| 58.00000 8276.60| 95.80000 13670.66 SEED MIXTURE , EMERGENT WETLAND | | | 0021 621-04258 28.000 LBS | 35.00000 980.00| 20.00000 560.00| 24.50000 686.00 SEED MIXTURE , SLOPE STABILIZATION | | | 0022 621-04258 8.500 LBS | 99.00000 841.50| 37.00000 314.50| 90.00000 765.00 SEED MIXTURE , SWALE | | | 0023 621-04258 1338.800 LBS | 22.00000 29453.60| 35.00000 46858.00| 36.90000 49401.72 SEED MIXTURE , UPLAND PRAIRIE | | | 0024 621-04258 268.100 LBS | 29.00000 7774.90| 32.00000 8579.20| 29.65000 7949.17 SEED MIXTURE , WILD RYE | | | 0025 621-04258 1788.900 LBS | 28.00000 50089.20| 31.50000 56350.35| 56.00000 100178.40 SEED MIXTURE , WOODED WETLAND | | | ESTABLISHMENT | | | 0026 621-06545 22.110 TON | 375.00000 8291.25| 1200.00000 26532.00| 635.00000 14039.85 FERTILIZER | | | 0027 621-06557 7110.000 LBS | 0.60000 4266.00| 4.00000 28440.00| 1.35000 9598.50 SEED MIXTURE, T | | | 0028 621-06565 94.800 TON | 200.00000 18960.00| 320.00000 30336.00| 365.00000 34602.00 MULCHING MATERIAL | | | 0029 622-52436 81.000 EACH | 27.00000 2187.00| 150.00000 12150.00| 38.00000 3078.00 SIGN, DO NOT MOW OR SPRAY | | | 0030 622-91786 968.000 EACH | 40.00000 38720.00| 34.00000 32912.00| 26.75000 25894.00 SEEDLING , 3-GALLON CONTAINER GROWN | | | 0031 622-91786 34250.000 EACH | 2.30000 78775.00| 2.40000 82200.00| 3.07000 105147.50 SEEDLING , BARE-ROOT | | | 0032 622-91786 1770.000 EACH | 6.15000 10885.50| 3.30000 5841.00| 4.80000 8496.00 SEEDLING , LIVE STAKE | | | 0033 624-92647 104.000 ACRE | 45.00000 4680.00| 100.00000 10400.00| 54.00000 5616.00 HERBICIDE TREATMENT | | | 0034 628-09408 9.000 MOS | 125.00000 1125.00| 200.00000 1800.00| 335.00000 3015.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0035 628-09409 9.000 MOS | 50.00000 450.00| 100.00000 900.00| 133.00000 1197.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0036 719-09505 3774.000 LFT | 4.00000 15096.00| 3.00000 11322.00| 5.00000 18870.00 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0037 802-04314 3.000 EACH | 290.00000 870.00| 350.00000 1050.00| 170.00000 510.00 SIGN , MITIGATION SITE IDENTIFICATION | | | SECTION TOTALS | $ 534,330.75| $ 542,980.90| $ 559,678.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 534,330.75| $ 542,980.90| $ 559,678.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 170 -4 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1284120 |( 6 ) 35-1357381 |GOHMANN ASPHALT & CONSTRUCTI |KOBERSTEIN CONTRACTING INC |DAVE OMARA CONTRACTOR 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 | 5000.00000 5000.00| 19500.00000 19500.00| 15500.00000 15500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 150.00000 150.00| 300.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 80.00000 720.00| 90.00000 810.00| 100.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 27363.56000 27363.56| 16500.00000 16500.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02000 10397.000 CYS | 8.00000 83176.00| 8.90000 92533.30| 14.25000 148157.25 EXCAVATION, COMMON | | | 0011 204-08553 2.000 EACH | 2500.00000 5000.00| 760.00000 1520.00| 2000.00000 4000.00 DATA LOGGING SYSTEM , MONITORING WELL | | | 0012 205-02770 4401.000 SYS | 1.94000 8537.94| 2.03000 8934.03| 1.94000 8537.94 EROSION CONTROL BLANKET | | | 0013 205-06932 100.000 LFT | 9.95000 995.00| 10.45000 1045.00| 9.95000 995.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06934 68.500 TON | 335.00000 22947.50| 351.82000 24099.67| 335.00000 22947.50 TEMPORARY MULCHING | | | 0015 205-06937 2818.000 LFT | 2.25000 6340.50| 1.26000 3550.68| 1.30000 3663.40 TEMPORARY SILT FENCE | | | 0016 205-09543 100.000 TON | 60.00000 6000.00| 42.00000 4200.00| 26.00000 2600.00 NO 2 STONE | | | 0017 601-04849 624.000 LFT | 10.20000 6364.80| 10.70000 6676.80| 10.20000 6364.80 POST , WOOD, 4 IN X 4 IN | | | 0018 616-07210 907.000 LFT | 4.70000 4262.90| 4.94000 4480.58| 4.70000 4262.90 FIBER ROLL | | | 0019 621-01004 2.000 EACH | 1075.00000 2150.00| 1130.00000 2260.00| 1075.00000 2150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 170 -5 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1284120 |( 6 ) 35-1357381 |GOHMANN ASPHALT & CONSTRUCTI |KOBERSTEIN CONTRACTING INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 621-04258 142.700 LBS | 95.80000 13670.66| 100.00000 14270.00| 95.80000 13670.66 SEED MIXTURE , EMERGENT WETLAND | | | 0021 621-04258 28.000 LBS | 24.50000 686.00| 25.75000 721.00| 24.50000 686.00 SEED MIXTURE , SLOPE STABILIZATION | | | 0022 621-04258 8.500 LBS | 90.00000 765.00| 94.50000 803.25| 90.00000 765.00 SEED MIXTURE , SWALE | | | 0023 621-04258 1338.800 LBS | 36.90000 49401.72| 38.75000 51878.50| 36.90000 49401.72 SEED MIXTURE , UPLAND PRAIRIE | | | 0024 621-04258 268.100 LBS | 29.65000 7949.17| 31.15000 8351.32| 29.65000 7949.17 SEED MIXTURE , WILD RYE | | | 0025 621-04258 1788.900 LBS | 56.00000 100178.40| 58.80000 105187.32| 56.00000 100178.40 SEED MIXTURE , WOODED WETLAND | | | ESTABLISHMENT | | | 0026 621-06545 22.110 TON | 635.00000 14039.85| 666.72000 14741.18| 635.00000 14039.85 FERTILIZER | | | 0027 621-06557 7110.000 LBS | 1.35000 9598.50| 1.42000 10096.20| 1.35000 9598.50 SEED MIXTURE, T | | | 0028 621-06565 94.800 TON | 365.00000 34602.00| 383.25000 36332.10| 365.00000 34602.00 MULCHING MATERIAL | | | 0029 622-52436 81.000 EACH | 38.00000 3078.00| 40.00000 3240.00| 38.00000 3078.00 SIGN, DO NOT MOW OR SPRAY | | | 0030 622-91786 968.000 EACH | 26.75000 25894.00| 28.00000 27104.00| 26.75000 25894.00 SEEDLING , 3-GALLON CONTAINER GROWN | | | 0031 622-91786 34250.000 EACH | 3.07000 105147.50| 3.23000 110627.50| 3.07000 105147.50 SEEDLING , BARE-ROOT | | | 0032 622-91786 1770.000 EACH | 4.80000 8496.00| 5.05000 8938.50| 4.80000 8496.00 SEEDLING , LIVE STAKE | | | 0033 624-92647 104.000 ACRE | 54.00000 5616.00| 56.70000 5896.80| 54.00000 5616.00 HERBICIDE TREATMENT | | | 0034 628-09408 9.000 MOS | 450.00000 4050.00| 380.00000 3420.00| 225.00000 2025.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0035 628-09409 9.000 MOS | 80.00000 720.00| 90.00000 810.00| 80.00000 720.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0036 719-09505 3774.000 LFT | 6.00000 22644.00| 7.00000 26418.00| 4.75000 17926.50 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0037 802-04314 3.000 EACH | 500.00000 1500.00| 535.00000 1605.00| 550.00000 1650.00 SIGN , MITIGATION SITE IDENTIFICATION | | | SECTION TOTALS | $ 587,000.00| $ 616,705.73| $ 654,328.09 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 587,000.00| $ 616,705.73| $ 654,328.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 170 -6 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 204.45000 204.45| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 85.20000 766.80| | 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 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02000 10397.000 CYS | 8.00000 83176.00| | EXCAVATION, COMMON | | | 0011 204-08553 2.000 EACH | 1303.50000 2607.00| | DATA LOGGING SYSTEM , MONITORING WELL | | | 0012 205-02770 4401.000 SYS | 2.10000 9242.10| | EROSION CONTROL BLANKET | | | 0013 205-06932 100.000 LFT | 10.80000 1080.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06934 68.500 TON | 363.85000 24923.73| | TEMPORARY MULCHING | | | 0015 205-06937 2818.000 LFT | 1.30000 3663.40| | TEMPORARY SILT FENCE | | | 0016 205-09543 100.000 TON | 30.95000 3095.00| | NO 2 STONE | | | 0017 601-04849 624.000 LFT | 11.10000 6926.40| | POST , WOOD, 4 IN X 4 IN | | | 0018 616-07210 907.000 LFT | 5.10000 4625.70| | FIBER ROLL | | | 0019 621-01004 2.000 EACH | 1167.50000 2335.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 170 -7 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-32221-A COUNTIES : DAVIESS LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 621-04258 142.700 LBS | 104.05000 14847.94| | SEED MIXTURE , EMERGENT WETLAND | | | 0021 621-04258 28.000 LBS | 26.60000 744.80| | SEED MIXTURE , SLOPE STABILIZATION | | | 0022 621-04258 8.500 LBS | 97.75000 830.88| | SEED MIXTURE , SWALE | | | 0023 621-04258 1338.800 LBS | 40.10000 53685.88| | SEED MIXTURE , UPLAND PRAIRIE | | | 0024 621-04258 268.100 LBS | 32.20000 8632.82| | SEED MIXTURE , WILD RYE | | | 0025 621-04258 1788.900 LBS | 60.80000 108765.12| | SEED MIXTURE , WOODED WETLAND | | | ESTABLISHMENT | | | 0026 621-06545 22.110 TON | 689.65000 15248.16| | FERTILIZER | | | 0027 621-06557 7110.000 LBS | 1.45000 10309.50| | SEED MIXTURE, T | | | 0028 621-06565 94.800 TON | 396.40000 37578.72| | MULCHING MATERIAL | | | 0029 622-52436 81.000 EACH | 41.25000 3341.25| | SIGN, DO NOT MOW OR SPRAY | | | 0030 622-91786 968.000 EACH | 29.05000 28120.40| | SEEDLING , 3-GALLON CONTAINER GROWN | | | 0031 622-91786 34250.000 EACH | 3.35000 114737.50| | SEEDLING , BARE-ROOT | | | 0032 622-91786 1770.000 EACH | 5.20000 9204.00| | SEEDLING , LIVE STAKE | | | 0033 624-92647 104.000 ACRE | 58.65000 6099.60| | HERBICIDE TREATMENT | | | 0034 628-09408 9.000 MOS | 340.75000 3066.75| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0035 628-09409 9.000 MOS | 136.30000 1226.70| | MOBILE INTERNET SERVICE , 1 EACH | | | 0036 719-09505 3774.000 LFT | 17.50000 66045.00| | TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0037 802-04314 3.000 EACH | 1086.00000 3258.00| | SIGN , MITIGATION SITE IDENTIFICATION | | | SECTION TOTALS | $ 669,393.60| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 669,393.60| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -1 VENDOR RANKING CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 05/12/11 LOCATION : ON SR 38, 9.52 MILES EAST OF SR 103 EAST JUNCTION PROJECT(S) : 0100463 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 453,775.00 100.0000% 2 35-2155873 KINGS TRUCKING & EXCAVATION INC $ 466,246.84 102.7485% 3 35-1128289 BEATY CONSTRUCTION INC $ 476,967.00 105.1109% 4 38-3806996 HIS CONSTRUCTORS INC $ 485,193.00 106.9237% 5 35-1817530 PIONEER ASSOCIATES INC $ 505,173.88 111.3270% 6 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 517,400.00 114.0213% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 583,696.45 128.6312% 35-2123509 A LANDON EXCAVATING LLC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -2 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2155873 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |KINGS TRUCKING & EXCAVATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3150.00000 3150.00| 10000.00000 10000.00| 2600.00000 2600.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 22500.00000 22500.00| 20000.00000 20000.00| 23750.00000 23750.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-02260 5.000 EACH | 125.00000 625.00| 400.00000 2000.00| 426.00000 2130.00 TREE, 30 IN, REMOVE | | | 0009 201-52370 LUMP | 6800.00000 6800.00| 12000.00000 12000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0010 202-02286 1.000 EACH | 20289.81000 20289.81| 11000.00000 11000.00| 43541.64000 43541.64 PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 70.000 CYS | 25.00000 1750.00| 7.25000 507.50| 13.50000 945.00 EXCAVATION, COMMON | | | 0012 203-02070 680.000 CYS | 15.00000 10200.00| 20.72000 14089.60| 15.10000 10268.00 BORROW | | | 0013 203-51223 450.000 CYS | 25.00000 11250.00| 12.34000 5553.00| 12.00000 5400.00 EXCAVATION, WATERWAY | | | 0014 205-06937 1400.000 LFT | 1.45000 2030.00| 1.60000 2240.00| 1.50000 2100.00 TEMPORARY SILT FENCE | | | 0015 207-08263 897.000 SYS | 13.00000 11661.00| 12.97000 11634.09| 18.60000 16684.20 SUBGRADE TREATMENT, TYPE IA | | | 0016 211-02050 100.000 CYS | 25.00000 2500.00| 22.83000 2283.00| 30.00000 3000.00 B BORROW | | | 0017 211-09265 15.000 CYS | 25.00000 375.00| 30.00000 450.00| 33.00000 495.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0018 211-09268 635.000 CYS | 65.00000 41275.00| 60.00000 38100.00| 83.50000 53022.50 STRUCTURAL BACKFILL, TYPE 5 | | | 0019 301-07448 279.000 TON | 25.00000 6975.00| 17.00000 4743.00| 25.00000 6975.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -3 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2155873 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |KINGS TRUCKING & EXCAVATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08033 2600.000 SYS | 2.10000 5460.00| 1.31000 3406.00| 3.00000 7800.00 MILLING, ASPHALT, 1 IN | | | 0021 306-08043 213.000 SYS | 2.10000 447.30| 1.31000 279.03| 5.50000 1171.50 MILLING, TRANSITION | | | 0022 306-08432 270.000 SYS | 2.10000 567.00| 1.31000 353.70| 4.75000 1282.50 MILLING, APPROACH | | | 0023 402-07434 216.000 TON | 98.25000 21222.00| 75.00000 16200.00| 98.25000 21222.00 HMA SURFACE, TYPE C | | | 0024 402-07439 205.000 TON | 80.20000 16441.00| 70.00000 14350.00| 80.20000 16441.00 HMA INTERMEDIATE, TYPE C | | | 0025 402-07442 464.000 TON | 75.90000 35217.60| 70.00000 32480.00| 75.90000 35217.60 HMA BASE, TYPE C | | | 0026 402-07452 120.000 TON | 88.50000 10620.00| 75.00000 9000.00| 88.50000 10620.00 HMA WEDGE AND LEVEL, TYPE C | | | 0027 406-05520 1.300 TON | 500.00000 650.00| 325.00000 422.50| 500.00000 650.00 ASPHALT FOR TACK COAT | | | 0028 601-01625 1.000 EACH | 1475.00000 1475.00| 1643.40000 1643.40| 1425.00000 1425.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-02241 545.000 LFT | 4.25000 2316.25| 4.60000 2507.00| 4.00000 2180.00 GUARDRAIL, REMOVE | | | 0031 601-08433 2.000 EACH | 655.00000 1310.00| 715.00000 1430.00| 620.00000 1240.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0032 601-08434 1.000 EACH | 1175.00000 1175.00| 1292.00000 1292.00| 1120.00000 1120.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0033 601-94689 3.000 EACH | 2425.00000 7275.00| 2745.00000 8235.00| 2380.00000 7140.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 250.000 LFT | 16.50000 4125.00| 18.45000 4612.50| 16.00000 4000.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0036 610-07488 40.000 TON | 126.00000 5040.00| 83.04000 3321.60| 126.00000 5040.00 HMA FOR APPROACHES, TYPE C | | | 0037 611-06497 2.000 EACH | 210.00000 420.00| 230.00000 460.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 616-05689 150.000 TON | 36.00000 5400.00| 53.00000 7950.00| 30.00000 4500.00 RIPRAP, CLASS 2 | | | 0039 621-01004 4.000 EACH | 775.00000 3100.00| 540.00000 2160.00| 750.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 3598.000 SYS | 0.48000 1727.04| 0.54000 1942.92| 0.47000 1691.06 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -4 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2155873 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |KINGS TRUCKING & EXCAVATION |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 628-09403 6.000 MOS | 1600.00000 9600.00| 2600.00000 15600.00| 3275.00000 19650.00 FIELD OFFICE, C | | | 0042 628-09407 6.000 MOS | 215.00000 1290.00| 250.00000 1500.00| 250.00000 1500.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0043 714-05765 108.000 LFT | 1200.00000 129600.00| 1157.00000 124956.00| 1030.00000 111240.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 14FT X 10FT | | | 0044 714-08514 250.000 SFT | 120.00000 30000.00| 150.00000 37500.00| 80.40000 20100.00 WINGWALL | | | 0045 715-05168 50.000 LFT | 50.00000 2500.00| 26.00000 1300.00| 47.00000 2350.00 PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0046 801-03290 2.000 EACH | 162.00000 324.00| 275.00000 550.00| 155.00000 310.00 CONSTRUCTION SIGN, C | | | 0047 801-04308 5.000 EACH | 260.00000 1300.00| 150.00000 750.00| 250.00000 1250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 12.000 EACH | 68.00000 816.00| 100.00000 1200.00| 65.00000 780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 10.000 EACH | 140.00000 1400.00| 137.00000 1370.00| 135.00000 1350.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 2500.00000 2500.00| 22500.00000 22500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0051 801-07118 60.000 LFT | 7.25000 435.00| 10.00000 600.00| 7.00000 420.00 BARRICADE, III-A | | | 0052 801-07119 120.000 LFT | 8.80000 1056.00| 12.00000 1440.00| 8.50000 1020.00 BARRICADE, III-B | | | 0053 808-75205 1500.000 LFT | 0.41000 615.00| 1.12000 1680.00| 0.40000 600.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-75245 1500.000 LFT | 0.41000 615.00| 1.12000 1680.00| 0.40000 600.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0055 715-46000 4.000 EACH | 275.00000 1100.00| 300.00000 1200.00| 435.00000 1740.00 PIPE END SECTION, 12 IN | | | 0056 601-06854 2.000 EACH | 2625.00000 5250.00| 2885.00000 5770.00| 2500.00000 5000.00 GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 453,775.00| $ 466,246.84| $ 476,967.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 453,775.00| $ 466,246.84| $ 476,967.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -5 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1151771 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 2700.00000 2700.00| 2600.00000 2600.00| 2600.00000 2600.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 25000.50000 25000.50| 25500.00000 25500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-02260 5.000 EACH | 1075.00000 5375.00| 1100.00000 5500.00| 200.00000 1000.00 TREE, 30 IN, REMOVE | | | 0009 201-52370 LUMP | 6300.00000 6300.00| 12000.00000 12000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0010 202-02286 1.000 EACH | 22000.75000 22000.75| 20000.00000 20000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 70.000 CYS | 75.00000 5250.00| 11.60000 812.00| 100.00000 7000.00 EXCAVATION, COMMON | | | 0012 203-02070 680.000 CYS | 16.50000 11220.00| 22.00000 14960.00| 15.00000 10200.00 BORROW | | | 0013 203-51223 450.000 CYS | 16.00000 7200.00| 42.00000 18900.00| 15.00000 6750.00 EXCAVATION, WATERWAY | | | 0014 205-06937 1400.000 LFT | 1.50000 2100.00| 3.30000 4620.00| 1.37000 1918.00 TEMPORARY SILT FENCE | | | 0015 207-08263 897.000 SYS | 13.50000 12109.50| 20.00000 17940.00| 15.00000 13455.00 SUBGRADE TREATMENT, TYPE IA | | | 0016 211-02050 100.000 CYS | 18.00000 1800.00| 58.00000 5800.00| 27.00000 2700.00 B BORROW | | | 0017 211-09265 15.000 CYS | 105.00000 1575.00| 50.00000 750.00| 32.00000 480.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0018 211-09268 635.000 CYS | 100.00000 63500.00| 95.00000 60325.00| 94.00000 59690.00 STRUCTURAL BACKFILL, TYPE 5 | | | 0019 301-07448 279.000 TON | 29.50000 8230.50| 21.50000 5998.50| 22.00000 6138.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08033 2600.000 SYS | 2.00000 5200.00| 1.50000 3900.00| 4.00000 10400.00 MILLING, ASPHALT, 1 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -6 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1151771 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 306-08043 213.000 SYS | 3.00000 639.00| 6.60000 1405.80| 4.00000 852.00 MILLING, TRANSITION | | | 0022 306-08432 270.000 SYS | 2.50000 675.00| 8.15000 2200.50| 4.00000 1080.00 MILLING, APPROACH | | | 0023 402-07434 216.000 TON | 101.00000 21816.00| 98.25000 21222.00| 94.00000 20304.00 HMA SURFACE, TYPE C | | | 0024 402-07439 205.000 TON | 83.00000 17015.00| 80.20000 16441.00| 70.00000 14350.00 HMA INTERMEDIATE, TYPE C | | | 0025 402-07442 464.000 TON | 78.00000 36192.00| 75.90000 35217.60| 67.00000 31088.00 HMA BASE, TYPE C | | | 0026 402-07452 120.000 TON | 91.00000 10920.00| 88.50000 10620.00| 80.00000 9600.00 HMA WEDGE AND LEVEL, TYPE C | | | 0027 406-05520 1.300 TON | 515.00000 669.50| 500.00000 650.00| 100.00000 130.00 ASPHALT FOR TACK COAT | | | 0028 601-01625 1.000 EACH | 1469.00000 1469.00| 1425.00000 1425.00| 1425.00000 1425.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-02241 545.000 LFT | 4.25000 2316.25| 4.00000 2180.00| 4.00000 2180.00 GUARDRAIL, REMOVE | | | 0031 601-08433 2.000 EACH | 639.00000 1278.00| 620.00000 1240.00| 620.00000 1240.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0032 601-08434 1.000 EACH | 1154.00000 1154.00| 1890.42000 1890.42| 1120.00000 1120.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0033 601-94689 3.000 EACH | 2454.00000 7362.00| 2380.00000 7140.00| 2380.00000 7140.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 250.000 LFT | 16.50000 4125.00| 16.00000 4000.00| 16.00000 4000.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0036 610-07488 40.000 TON | 130.00000 5200.00| 126.00000 5040.00| 120.00000 4800.00 HMA FOR APPROACHES, TYPE C | | | 0037 611-06497 2.000 EACH | 205.00000 410.00| 200.00000 400.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 616-05689 150.000 TON | 37.00000 5550.00| 50.00000 7500.00| 32.00000 4800.00 RIPRAP, CLASS 2 | | | 0039 621-01004 4.000 EACH | 770.00000 3080.00| 750.00000 3000.00| 750.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 3598.000 SYS | 0.50000 1799.00| 0.47000 1691.06| 0.47000 1691.06 MULCHED SEEDING, R | | | 0041 628-09403 6.000 MOS | 2028.00000 12168.00| 2800.00000 16800.00| 3200.00000 19200.00 FIELD OFFICE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -7 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 38-3806996 |( 5 ) 35-1817530 |( 6 ) 35-1151771 |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 628-09407 6.000 MOS | 218.00000 1308.00| 275.00000 1650.00| 350.00000 2100.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0043 714-05765 108.000 LFT | 1160.00000 125280.00| 1190.00000 128520.00| 1600.00000 172800.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 14FT X 10FT | | | 0044 714-08514 250.000 SFT | 110.00000 27500.00| 72.00000 18000.00| 116.00000 29000.00 WINGWALL | | | 0045 715-05168 50.000 LFT | 48.00000 2400.00| 32.00000 1600.00| 40.00000 2000.00 PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0046 801-03290 2.000 EACH | 160.00000 320.00| 155.00000 310.00| 155.00000 310.00 CONSTRUCTION SIGN, C | | | 0047 801-04308 5.000 EACH | 258.00000 1290.00| 250.00000 1250.00| 250.00000 1250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 12.000 EACH | 67.00000 804.00| 65.00000 780.00| 65.00000 780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 10.000 EACH | 140.00000 1400.00| 135.00000 1350.00| 135.00000 1350.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 1000.00000 1000.00| 3500.00000 3500.00| 2433.94000 2433.94 MAINTAINING TRAFFIC | | | 0051 801-07118 60.000 LFT | 7.25000 435.00| 7.00000 420.00| 7.00000 420.00 BARRICADE, III-A | | | 0052 801-07119 120.000 LFT | 8.75000 1050.00| 8.50000 1020.00| 8.50000 1020.00 BARRICADE, III-B | | | 0053 808-75205 1500.000 LFT | 0.50000 750.00| 0.40000 600.00| 0.40000 600.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-75245 1500.000 LFT | 0.50000 750.00| 0.40000 600.00| 0.40000 600.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0055 715-46000 4.000 EACH | 588.00000 2352.00| 225.00000 900.00| 500.00000 2000.00 PIPE END SECTION, 12 IN | | | 0056 601-06854 2.000 EACH | 2575.00000 5150.00| 2500.00000 5000.00| 2500.00000 5000.00 GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 485,193.00| $ 505,173.88| $ 517,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 485,193.00| $ 505,173.88| $ 517,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -8 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4800.00000 4800.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 29184.82000 29184.82| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-02260 5.000 EACH | 1050.00000 5250.00| | TREE, 30 IN, REMOVE | | | 0009 201-52370 LUMP | 8755.44000 8755.44| | CLEARING RIGHT OF WAY | | | 0010 202-02286 1.000 EACH | 28000.00000 28000.00| | PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 70.000 CYS | 10.00000 700.00| | EXCAVATION, COMMON | | | 0012 203-02070 680.000 CYS | 20.00000 13600.00| | BORROW | | | 0013 203-51223 450.000 CYS | 25.00000 11250.00| | EXCAVATION, WATERWAY | | | 0014 205-06937 1400.000 LFT | 1.37000 1918.00| | TEMPORARY SILT FENCE | | | 0015 207-08263 897.000 SYS | 23.00000 20631.00| | SUBGRADE TREATMENT, TYPE IA | | | 0016 211-02050 100.000 CYS | 52.00000 5200.00| | B BORROW | | | 0017 211-09265 15.000 CYS | 45.00000 675.00| | STRUCTURAL BACKFILL, TYPE 2 | | | 0018 211-09268 635.000 CYS | 110.00000 69850.00| | STRUCTURAL BACKFILL, TYPE 5 | | | 0019 301-07448 279.000 TON | 35.00000 9765.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08033 2600.000 SYS | 5.02000 13052.00| | MILLING, ASPHALT, 1 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -9 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 306-08043 213.000 SYS | 5.01000 1067.13| | MILLING, TRANSITION | | | 0022 306-08432 270.000 SYS | 5.02000 1355.40| | MILLING, APPROACH | | | 0023 402-07434 216.000 TON | 98.25000 21222.00| | HMA SURFACE, TYPE C | | | 0024 402-07439 205.000 TON | 80.20000 16441.00| | HMA INTERMEDIATE, TYPE C | | | 0025 402-07442 464.000 TON | 75.90000 35217.60| | HMA BASE, TYPE C | | | 0026 402-07452 120.000 TON | 88.50000 10620.00| | HMA WEDGE AND LEVEL, TYPE C | | | 0027 406-05520 1.300 TON | 500.00000 650.00| | ASPHALT FOR TACK COAT | | | 0028 601-01625 1.000 EACH | 1425.00000 1425.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-02241 545.000 LFT | 4.00000 2180.00| | GUARDRAIL, REMOVE | | | 0031 601-08433 2.000 EACH | 620.00000 1240.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0032 601-08434 1.000 EACH | 1120.00000 1120.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0033 601-94689 3.000 EACH | 2380.00000 7140.00| | GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 250.000 LFT | 16.00000 4000.00| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0036 610-07488 40.000 TON | 126.00000 5040.00| | HMA FOR APPROACHES, TYPE C | | | 0037 611-06497 2.000 EACH | 200.00000 400.00| | MAILBOX ASSEMBLY, SINGLE | | | 0038 616-05689 150.000 TON | 35.00000 5250.00| | RIPRAP, CLASS 2 | | | 0039 621-01004 4.000 EACH | 750.00000 3000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 3598.000 SYS | 0.47000 1691.06| | MULCHED SEEDING, R | | | 0041 628-09403 6.000 MOS | 3600.00000 21600.00| | FIELD OFFICE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 210 -10 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -28793-A COUNTIES : WAYNE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 628-09407 6.000 MOS | 350.00000 2100.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0043 714-05765 108.000 LFT | 1495.00000 161460.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 14FT X 10FT | | | 0044 714-08514 250.000 SFT | 140.00000 35000.00| | WINGWALL | | | 0045 715-05168 50.000 LFT | 40.00000 2000.00| | PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0046 801-03290 2.000 EACH | 252.00000 504.00| | CONSTRUCTION SIGN, C | | | 0047 801-04308 5.000 EACH | 129.00000 645.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 12.000 EACH | 86.00000 1032.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 10.000 EACH | 119.00000 1190.00| | CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 5400.00000 5400.00| | MAINTAINING TRAFFIC | | | 0051 801-07118 60.000 LFT | 8.00000 480.00| | BARRICADE, III-A | | | 0052 801-07119 120.000 LFT | 9.00000 1080.00| | BARRICADE, III-B | | | 0053 808-75205 1500.000 LFT | 0.97000 1455.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-75245 1500.000 LFT | 0.97000 1455.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0055 715-46000 4.000 EACH | 400.00000 1600.00| | PIPE END SECTION, 12 IN | | | 0056 601-06854 2.000 EACH | 2500.00000 5000.00| | GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 583,696.45| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 583,696.45| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -1 VENDOR RANKING CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 10/15/12 LOCATION : ON KORESSEL ROAD FROM MARX ROAD TO SR 66 PROJECT(S) : 0500144 0500145 6582002 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS INC $ 8,735,998.00 100.0000% 2 35-1878024 RAGLE INC $ 8,826,960.45 101.0412% 3 35-0958970 LUTGRING BROTHERS INC $ 8,845,652.07 101.2552% 4 35-1139301 E & B PAVING INC $ 8,952,471.91 102.4780% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 9,412,225.00 107.7407% 6 35-1698047 GRADEX INC $ 9,448,187.71 108.1524% 7 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 9,534,538.48 109.1408% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -2 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS 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 | 47000.00000 47000.00| 95000.00000 95000.00| 53000.00000 53000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 125.00000 375.00| 80.00000 240.00| 167.00000 501.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 75.00000 5400.00| 50.00000 3600.00| 45.00000 3240.00 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 304339.24000 304339.24| 440000.00000 440000.00| 430000.00000 430000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 43300.00000 43300.00| 85000.00000 85000.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0015 202-01261 2.000 EACH | 1000.00000 2000.00| 725.00000 1450.00| 350.00000 700.00 TESTING FOR ASBESTOS, TYPE | | | 0016 202-02240 1678.000 SYS | 7.50000 12585.00| 6.00000 10068.00| 6.00000 10068.00 PAVEMENT REMOVAL | | | 0017 202-03000 LUMP | 21775.00000 21775.00| 8000.00000 8000.00| 9500.00000 9500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , PARCEL NO 14 | | | 0018 202-03000 LUMP | 26700.00000 26700.00| 7000.00000 7000.00| 9500.00000 9500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | . PARCEL NO 13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -3 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-04089 3.000 EACH | 100.00000 300.00| 40.00000 120.00| 196.81000 590.43 SIGN, SHEET, REMOVE | | | 0021 203-02020 219385.000 CYS | 3.50000 767847.50| 3.60000 789786.00| 4.85000 1064017.25 EXCAVATION, UNCLASSIFIED | | | 0022 203-51223 4635.000 CYS | 4.60000 21321.00| 6.00000 27810.00| 5.00000 23175.00 EXCAVATION, WATERWAY | | | 0023 204-02290 1.000 EACH | 800.00000 800.00| 500.00000 500.00| 1500.00000 1500.00 SETTLEMENT PLATE | | | 0024 204-08415 16.000 EACH | 75.00000 1200.00| 14.00000 224.00| 68.95000 1103.20 STAKES, SETTLEMENT | | | 0025 205-03371 100.000 CYS | 15.00000 1500.00| 6.00000 600.00| 26.68000 2668.00 SEDIMENT, REMOVE | | | 0026 205-06930 3.000 TON | 100.00000 300.00| 45.00000 135.00| 500.00000 1500.00 SPLASHPAD, RIPRAP | | | 0027 205-06931 717.000 TON | 39.50000 28321.50| 35.00000 25095.00| 40.00000 28680.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06932 1107.000 LFT | 10.00000 11070.00| 8.00000 8856.00| 10.25000 11346.75 TEMPORARY CHECK DAM, STRAW BALES | | | 0029 205-06933 12.000 EACH | 120.00000 1440.00| 100.00000 1200.00| 460.00000 5520.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 163.000 TON | 335.00000 54605.00| 335.00000 54605.00| 335.00000 54605.00 TEMPORARY MULCHING | | | 0031 205-06936 152.000 TON | 35.00000 5320.00| 40.00000 6080.00| 52.00000 7904.00 TEMPORARY SEDIMENT TRAP | | | 0032 205-06937 3620.000 LFT | 5.00000 18100.00| 1.65000 5973.00| 2.30000 8326.00 TEMPORARY SILT FENCE | | | 0033 205-06938 115.000 LFT | 15.00000 1725.00| 14.00000 1610.00| 15.00000 1725.00 TEMPORARY SLOPE DRAIN | | | 0034 205-09543 100.000 TON | 28.00000 2800.00| 25.00000 2500.00| 24.00000 2400.00 NO 2 STONE | | | 0035 206-51220 960.000 CYS | 31.90000 30624.00| 200.00000 192000.00| 22.49000 21590.40 EXCAVATION, WET | | | 0036 206-51225 790.000 CYS | 10.70000 8453.00| 10.00000 7900.00| 7.64000 6035.60 EXCAVATION, DRY | | | 0037 207-08263 88764.000 SYS | 3.40000 301797.60| 3.80000 337303.20| 3.65000 323988.60 SUBGRADE TREATMENT, TYPE IA | | | 0038 207-08267 324.000 SYS | 17.00000 5508.00| 11.00000 3564.00| 16.00000 5184.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0039 211-02050 4505.000 CYS | 23.10000 104065.50| 19.00000 85595.00| 30.00000 135150.00 B BORROW | | | 0040 211-06467 108.000 CYS | 44.00000 4752.00| 42.00000 4536.00| 50.13000 5414.04 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -4 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 211-09264 1239.000 CYS | 26.00000 32214.00| 20.00000 24780.00| 20.00000 24780.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0042 211-09265 1249.000 CYS | 42.90000 53582.10| 33.00000 41217.00| 33.85000 42278.65 STRUCTURAL BACKFILL, TYPE 2 | | | 0043 301-07448 12159.000 TON | 22.00000 267498.00| 20.00000 243180.00| 22.35000 271753.65 COMPACTED AGGREGATE, NO. 53, BASE | | | 0044 302-06464 16033.000 CYS | 39.00000 625287.00| 37.00000 593221.00| 39.55000 634105.15 SUBBASE FOR PCCP | | | 0045 302-07455 84.000 CYS | 58.00000 4872.00| 50.00000 4200.00| 59.19000 4971.96 DENSE GRADED SUBBASE | | | 0046 303-01180 199.000 TON | 20.50000 4079.50| 22.00000 4378.00| 30.00000 5970.00 COMPACTED AGGREGATE, NO. 53 , TEMPORARY | | | 0047 401-07320 1823.000 TON | 61.50000 112114.50| 61.50000 112114.50| 61.50000 112114.50 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0048 401-07333 212.000 TON | 82.75000 17543.00| 82.75000 17543.00| 82.75000 17543.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0049 401-07389 3759.000 TON | 54.25000 203925.75| 54.25000 203925.75| 54.25000 203925.75 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07402 353.000 TON | 66.25000 23386.25| 66.25000 23386.25| 66.25000 23386.25 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0051 401-07406 4294.000 TON | 50.00000 214700.00| 50.00000 214700.00| 50.00000 214700.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0052 401-07423 846.000 TON | 70.50000 59643.00| 70.50000 59643.00| 70.50000 59643.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0054 402-07433 16.000 TON | 103.00000 1648.00| 103.00000 1648.00| 103.00000 1648.00 HMA SURFACE, TYPE B | | | 0055 402-07438 47.000 TON | 83.50000 3924.50| 83.50000 3924.50| 83.50000 3924.50 HMA INTERMEDIATE, TYPE B | | | 0056 406-05520 15.000 TON | 400.00000 6000.00| 400.00000 6000.00| 400.00000 6000.00 ASPHALT FOR TACK COAT | | | 0057 501-06266 LUMP | 4466.71000 4466.71| 4500.00000 4500.00| 5000.00000 5000.00 PROFILOGRAPH, PCCP | | | 0058 501-06321 53120.000 SYS | 29.36000 1559603.20| 29.36000 1559603.20| 29.50000 1567040.00 QC/QA-PCCP, 10 IN | | | 0059 501-06727 LUMP | 3443.54000 3443.54| 3450.00000 3450.00| 5000.00000 5000.00 CORING, PCCP | | | 0060 503-03489 607.000 EACH | 10.00000 6070.00| 10.00000 6070.00| 17.00000 10319.00 RETROFITTED TIE BARS | | | 0061 503-05240 27100.000 LFT | 8.11000 219781.00| 8.11000 219781.00| 8.25000 223575.00 D-1 CONTRACTION JOINT | | | 0062 503-05310 104.000 LFT | 210.00000 21840.00| 140.00000 14560.00| 218.82000 22757.28 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -5 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 601-01522 4.000 EACH | 2055.00000 8220.00| 2000.00000 8000.00| 2055.00000 8220.00 GUARDRAIL TRANSITION TYPE TGB | | | 0064 601-94689 2.000 EACH | 2425.00000 4850.00| 2800.00000 5600.00| 2425.00000 4850.00 GUARDRAIL END TREATMENT, OS | | | 0065 601-94690 2.000 EACH | 4125.00000 8250.00| 3800.00000 7600.00| 4125.00000 8250.00 GUARDRAIL END TREATMENT, MS | | | 0066 601-99105 432.000 LFT | 18.00000 7776.00| 22.00000 9504.00| 18.00000 7776.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0067 601-99108 494.000 LFT | 25.00000 12350.00| 27.00000 13338.00| 25.00000 12350.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0068 602-06729 24.000 EACH | 30.00000 720.00| 11.00000 264.00| 13.00000 312.00 BARRIER DELINEATOR | | | 0069 603-06040 12647.000 LFT | 6.60000 83470.20| 5.20000 65764.40| 5.20000 65764.40 FENCE, FARM FIELD, 47 IN | | | 0070 603-06045 642.000 LFT | 12.00000 7704.00| 13.40000 8602.80| 13.40000 8602.80 FENCE, CHAIN LINK, 48 IN | | | 0071 609-06259 507.600 SYS | 63.60000 32283.36| 70.00000 35532.00| 65.63000 33313.79 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0072 610-07487 2512.000 TON | 60.00000 150720.00| 60.00000 150720.00| 60.00000 150720.00 HMA FOR APPROACHES, TYPE B | | | 0073 611-06497 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0074 611-06498 2.000 EACH | 240.00000 480.00| 200.00000 400.00| 240.00000 480.00 MAILBOX ASSEMBLY, DOUBLE | | | 0075 615-06505 3.000 EACH | 750.00000 2250.00| 540.00000 1620.00| 750.00000 2250.00 MONUMENT, B | | | 0076 615-06510 7.000 EACH | 550.00000 3850.00| 350.00000 2450.00| 550.00000 3850.00 MONUMENT, C | | | 0077 615-06515 3.000 EACH | 200.00000 600.00| 280.00000 840.00| 200.00000 600.00 MONUMENT, D | | | 0078 616-02320 11291.000 SYS | 1.10000 12420.10| 1.80000 20323.80| 1.90000 21452.90 GEOTEXTILES | | | 0079 616-05688 3111.000 TON | 34.10000 106085.10| 30.00000 93330.00| 31.70000 98618.70 RIPRAP, CLASS 1 | | | 0080 616-05689 665.000 TON | 34.60000 23009.00| 32.00000 21280.00| 35.25000 23441.25 RIPRAP, CLASS 2 | | | 0081 616-06405 2019.000 TON | 33.25000 67131.75| 31.00000 62589.00| 30.00000 60570.00 RIPRAP, REVETMENT | | | 0082 616-06451 1104.000 TON | 33.25000 36708.00| 32.00000 35328.00| 30.00000 33120.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -6 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 621-01004 3.000 EACH | 1050.00000 3150.00| 1050.00000 3150.00| 1050.00000 3150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 621-02770 1550.000 SYS | 0.92000 1426.00| 0.92000 1426.00| 0.92000 1426.00 EROSION CONTROL BLANKET | | | 0085 621-06545 14.100 TON | 510.00000 7191.00| 510.00000 7191.00| 510.00000 7191.00 FERTILIZER | | | 0086 621-06553 5525.000 LBS | 2.80000 15470.00| 2.80000 15470.00| 2.80000 15470.00 SEED MIXTURE, R | | | 0087 621-06557 9750.000 LBS | 1.10000 10725.00| 1.10000 10725.00| 1.10000 10725.00 SEED MIXTURE, T | | | 0088 621-06565 65.000 TON | 385.00000 25025.00| 385.00000 25025.00| 385.00000 25025.00 MULCHING MATERIAL | | | 0089 621-06567 76.000 kGAL | 1.00000 76.00| 1.00000 76.00| 1.00000 76.00 WATER | | | 0090 621-06574 16442.000 SYS | 2.94000 48339.48| 4.00000 65768.00| 2.94000 48339.48 SODDING | | | 0091 621-06575 2353.000 SYS | 2.94000 6917.82| 4.00000 9412.00| 2.94000 6917.82 SODDING, NURSERY | | | 0092 628-09402 24.000 MOS | 1600.00000 38400.00| 1000.00000 24000.00| 1900.00000 45600.00 FIELD OFFICE, B | | | 0093 628-09407 48.000 MOS | 50.00000 2400.00| 42.00000 2016.00| 47.00000 2256.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0094 701-02938 400.000 LFT | 430.00000 172000.00| 450.00000 180000.00| 218.13000 87252.00 CORED HOLE IN ROCK, 24 IN | | | 0095 701-06011 4.000 EACH | 2670.00000 10680.00| 1000.00000 4000.00| 4804.02000 19216.08 DYNAMIC PILE LOAD TEST | | | 0096 701-09557 166.000 LFT | 76.50000 12699.00| 50.00000 8300.00| 103.82000 17234.12 TEST PILE, DYNAMIC, PRODUCTION | | | 0097 701-09559 4.000 EACH | 2400.00000 9600.00| 1000.00000 4000.00| 3402.01000 13608.04 TEST PILE, DYNAMIC, RESTRIKE | | | 0098 701-09770 80.000 EACH | 125.00000 10000.00| 200.00000 16000.00| 129.61000 10368.80 PILE SHOE, HP 14 X 73 | | | 0099 701-93575 1894.000 LFT | 76.50000 144891.00| 71.00000 134474.00| 88.80000 168187.20 PILE, STEEL H, HP 14 IN X 73 , EPOXY | | | COATED | | | 0100 702-51005 333.800 CYS | 730.00000 243674.00| 700.00000 233660.00| 551.37000 184047.31 CONCRETE, A, SUBSTRUCTURE | | | 0101 702-51015 256.000 CYS | 925.00000 236800.00| 600.00000 153600.00| 218.87000 56030.72 CONCRETE, B, FOOTINGS | | | 0102 702-51863 40.000 EACH | 50.00000 2000.00| 35.00000 1400.00| 90.63000 3625.20 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -7 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 703-06028 126468.000 LBS | 0.75000 94851.00| 0.90000 113821.20| 0.74000 93586.32 REINFORCING BARS | | | 0104 703-06029 196880.000 LBS | 0.85000 167348.00| 1.00000 196880.00| 0.89000 175223.20 REINFORCING BARS, EPOXY COATED | | | 0105 704-51002 470.000 CYS | 677.00000 318190.00| 500.00000 235000.00| 495.85000 233049.50 CONCRETE, C, SUPERSTRUCTURE | | | 0106 706-05732 8.000 EACH | 1300.00000 10400.00| 1250.00000 10000.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0107 706-51020 55.200 CYS | 195.00000 10764.00| 320.00000 17664.00| 450.00000 24840.00 CONCRETE, C, RAILING | | | 0108 709-51821 LUMP | 8500.00000 8500.00| 5000.00000 5000.00| 7159.22000 7159.22 SURFACE SEAL | | | 0109 711-51038 LUMP | 299285.00000 299285.00| 317500.00000 317500.00| 327546.25000 327546.25 STRUCTURAL STEEL | | | 0110 714-06572 275.000 LFT | 948.00000 260700.00| 1100.00000 302500.00| 977.00000 268675.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0111 715-05019 472.000 LFT | 60.00000 28320.00| 50.00000 23600.00| 67.00000 31624.00 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0112 715-05048 33856.000 LFT | 2.20000 74483.20| 2.45000 82947.20| 2.25000 76176.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0113 715-05049 100.000 LFT | 20.00000 2000.00| 6.00000 600.00| 20.00000 2000.00 PIPE, TYPE 4, CIRCULAR, 8 IN | | | 0114 715-05051 100.000 LFT | 25.00000 2500.00| 8.00000 800.00| 22.00000 2200.00 PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0115 715-05053 5228.000 LFT | 12.00000 62736.00| 12.50000 65350.00| 8.00000 41824.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0116 715-05119 102.000 LFT | 25.00000 2550.00| 20.00000 2040.00| 30.40000 3100.80 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0117 715-05127 550.000 LFT | 74.50000 40975.00| 100.00000 55000.00| 108.50000 59675.00 PIPE, TYPE 1, CIRCULAR, 42 IN | | | 0118 715-05151 811.000 LFT | 26.60000 21572.60| 20.00000 16220.00| 26.50000 21491.50 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0119 715-05169 232.000 LFT | 30.20000 7006.40| 20.00000 4640.00| 37.00000 8584.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0120 715-05247 212.000 LFT | 112.00000 23744.00| 110.00000 23320.00| 136.00000 28832.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | | SQ. FT. | | | 0121 715-05407 344.000 LFT | 6.00000 2064.00| 7.00000 2408.00| 10.14000 3488.16 PIPE, END BENT DRAIN, 6 IN | | | 0122 715-05691 40.000 LFT | 511.00000 20440.00| 300.00000 12000.00| 330.00000 13200.00 PIPE EXTENSION, CIRCULAR, 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -8 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 715-05842 6.000 EACH | 1475.00000 8850.00| 1000.00000 6000.00| 1215.00000 7290.00 CONCRETE ANCHOR, 42 IN | | | 0124 715-06691 2.000 EACH | 1615.00000 3230.00| 1500.00000 3000.00| 4400.00000 8800.00 CONCRETE ANCHOR, 96 IN | | | 0125 715-06825 2.000 EACH | 1560.00000 3120.00| 1250.00000 2500.00| 1835.00000 3670.00 CONCRETE ANCHOR , MIN AREA 15.6 SQ FT | | | 0126 715-09064 2125.000 LFT | 1.20000 2550.00| 1.21000 2571.25| 1.20000 2550.00 VIDEO INSPECTION FOR PIPE | | | 0127 715-46005 19.000 EACH | 325.00000 6175.00| 150.00000 2850.00| 360.00000 6840.00 PIPE END SECTION, 15 IN | | | 0128 715-46040 4.000 EACH | 1055.00000 4220.00| 550.00000 2200.00| 955.00000 3820.00 PIPE END SECTION, 36 IN | | | 0129 715-97686 1.000 EACH | 7085.00000 7085.00| 3700.00000 3700.00| 7200.00000 7200.00 GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0130 718-06529 48.000 EACH | 560.00000 26880.00| 485.00000 23280.00| 450.00000 21600.00 OUTLET PROTECTOR, 2 | | | 0131 718-06531 10.000 EACH | 675.00000 6750.00| 455.00000 4550.00| 425.00000 4250.00 OUTLET PROTECTOR, 3 | | | 0132 718-06532 6000.000 LFT | 0.85000 5100.00| 0.70000 4200.00| 0.85000 5100.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0133 718-52610 3049.000 CYS | 38.00000 115862.00| 37.75000 115099.75| 37.00000 112813.00 AGGREGATE FOR UNDERDRAINS | | | 0134 718-99153 29859.000 SYS | 1.00000 29859.00| 0.75000 22394.25| 0.90000 26873.10 GEOTEXTILES FOR UNDERDRAIN | | | 0135 720-45065 1.000 EACH | 3536.00000 3536.00| 1900.00000 1900.00| 3300.00000 3300.00 INLET, N12 | | | 0136 720-45070 8.000 EACH | 2264.00000 18112.00| 2000.00000 16000.00| 1895.00000 15160.00 INLET, P12A | | | 0137 801-03290 7.000 EACH | 195.00000 1365.00| 195.00000 1365.00| 195.00000 1365.00 CONSTRUCTION SIGN, C | | | 0138 801-04308 8.000 EACH | 325.00000 2600.00| 325.00000 2600.00| 325.00000 2600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0139 801-06203 1000.000 LFT | 1.95000 1950.00| 1.95000 1950.00| 1.95000 1950.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0140 801-06207 6000.000 LFT | 0.98000 5880.00| 0.98000 5880.00| 0.98000 5880.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0141 801-06640 20.000 EACH | 265.00000 5300.00| 265.00000 5300.00| 265.00000 5300.00 CONSTRUCTION SIGN, A | | | 0142 801-06710 165.000 DAY | 12.00000 1980.00| 12.00000 1980.00| 12.00000 1980.00 FLASHING ARROW SIGN | | | 0143 801-06775 LUMP | 65000.00000 65000.00| 5000.00000 5000.00| 24000.00000 24000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -9 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 801-07118 480.000 LFT | 14.95000 7176.00| 14.95000 7176.00| 14.95000 7176.00 BARRICADE, III-A | | | 0145 801-07119 48.000 LFT | 21.00000 1008.00| 21.00000 1008.00| 21.00000 1008.00 BARRICADE, III-B | | | 0146 802-05701 379.000 LFT | 13.00000 4927.00| 13.00000 4927.00| 13.00000 4927.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0147 802-05702 424.000 LFT | 8.00000 3392.00| 8.00000 3392.00| 8.00000 3392.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0148 802-07059 6.000 EACH | 50.00000 300.00| 35.00000 210.00| 28.00000 168.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0149 802-07060 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 SIGN, SHEET, RELOCATE | | | 0150 802-09838 24.000 SFT | 50.00000 1200.00| 50.00000 1200.00| 50.00000 1200.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0151 802-09840 368.000 SFT | 20.00000 7360.00| 20.00000 7360.00| 20.00000 7360.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0152 802-09842 40.000 SFT | 18.00000 720.00| 18.00000 720.00| 18.00000 720.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0153 804-06771 81.000 EACH | 30.00000 2430.00| 26.00000 2106.00| 30.00000 2430.00 DELINEATOR POST, FLEXIBLE | | | 0154 808-06368 33.000 LFT | 5.95000 196.35| 5.95000 196.35| 5.95000 196.35 TRANSVERSE MARKING, REMOVE | | | 0155 808-06701 290.000 LFT | 0.48000 139.20| 0.48000 139.20| 0.48000 139.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0156 808-06703 2190.000 LFT | 0.48000 1051.20| 0.48000 1051.20| 0.48000 1051.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0157 808-06716 2615.000 LFT | 0.66000 1725.90| 0.65000 1699.75| 0.65000 1699.75 LINE, REMOVE | | | 0158 808-10031 4200.000 LFT | 0.42000 1764.00| 0.42000 1764.00| 0.42000 1764.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0159 808-10033 19605.000 LFT | 0.42000 8234.10| 0.42000 8234.10| 0.42000 8234.10 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0160 808-10034 17870.000 LFT | 0.42000 7505.40| 0.42000 7505.40| 0.42000 7505.40 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0161 808-10051 81.000 LFT | 12.95000 1048.95| 12.96000 1049.76| 12.95000 1048.95 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -10 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-0958970 |BLANKENBERGER BROTHERS INC |RAGLE INC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 808-10052 6.000 EACH | 220.00000 1320.00| 220.00000 1320.00| 220.00000 1320.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0163 808-10077 12.000 EACH | 155.00000 1860.00| 155.00000 1860.00| 155.00000 1860.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0164 808-75245 2990.000 LFT | 0.48000 1435.20| 0.48000 1435.20| 0.48000 1435.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0165 808-75297 115.000 LFT | 6.95000 799.25| 6.95000 799.25| 6.95000 799.25 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0166 808-75320 4.000 EACH | 69.00000 276.00| 69.00000 276.00| 69.00000 276.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0167 808-75325 2.000 EACH | 99.00000 198.00| 99.00000 198.00| 99.00000 198.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0168 808-75994 15.000 EACH | 18.00000 270.00| 18.00000 270.00| 18.00000 270.00 PRISMATIC REFLECTOR | | | 0169 808-75996 6.000 EACH | 60.00000 360.00| 16.19000 97.14| 150.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0170 808-75998 374.000 EACH | 17.95000 6713.30| 17.95000 6713.30| 17.95000 6713.30 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0171 401-07429 321.000 TON | 73.75000 23673.75| 73.75000 23673.75| 73.75000 23673.75 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0172 105-09645 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| 44500.00000 44500.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0173 715-05178 73.000 LFT | 93.00000 6789.00| 70.00000 5110.00| 107.00000 7811.00 PIPE, TYPE 3, CIRCULAR, 42 IN. | | | 0174 808-09381 LUMP | 1495.00000 1495.00| 1495.00000 1495.00| 1495.00000 1495.00 RETRO-REFLECTIVITY TESTING | | | SECTION TOTALS | $ 8,735,998.00| $ 8,826,960.45| $ 8,845,652.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,735,998.00| $ 8,826,960.45| $ 8,845,652.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -11 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 105620.25000 105620.25| 110000.00000 110000.00| 250000.00000 250000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 35.00000 105.00| 230.00000 690.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 80.00000 5760.00| 120.00000 8640.00| 100.00000 7200.00 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 447615.76000 447615.76| 470000.00000 470000.00| 472000.00000 472000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 69792.64000 69792.64| 90000.00000 90000.00| 96000.00000 96000.00 CLEARING RIGHT OF WAY | | | 0015 202-01261 2.000 EACH | 725.00000 1450.00| 725.00000 1450.00| 725.00000 1450.00 TESTING FOR ASBESTOS, TYPE | | | 0016 202-02240 1678.000 SYS | 7.50000 12585.00| 6.00000 10068.00| 10.00000 16780.00 PAVEMENT REMOVAL | | | 0017 202-03000 LUMP | 21775.00000 21775.00| 9055.00000 9055.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , PARCEL NO 14 | | | 0018 202-03000 LUMP | 26700.00000 26700.00| 9055.00000 9055.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | . PARCEL NO 13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -12 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-04089 3.000 EACH | 30.00000 90.00| 100.00000 300.00| 30.00000 90.00 SIGN, SHEET, REMOVE | | | 0021 203-02020 219385.000 CYS | 3.50000 767847.50| 4.00000 877540.00| 5.84000 1281208.40 EXCAVATION, UNCLASSIFIED | | | 0022 203-51223 4635.000 CYS | 4.60000 21321.00| 11.00000 50985.00| 12.00000 55620.00 EXCAVATION, WATERWAY | | | 0023 204-02290 1.000 EACH | 800.00000 800.00| 1800.00000 1800.00| 1260.00000 1260.00 SETTLEMENT PLATE | | | 0024 204-08415 16.000 EACH | 75.00000 1200.00| 20.00000 320.00| 385.00000 6160.00 STAKES, SETTLEMENT | | | 0025 205-03371 100.000 CYS | 15.00000 1500.00| 10.00000 1000.00| 20.00000 2000.00 SEDIMENT, REMOVE | | | 0026 205-06930 3.000 TON | 100.00000 300.00| 100.00000 300.00| 320.00000 960.00 SPLASHPAD, RIPRAP | | | 0027 205-06931 717.000 TON | 39.50000 28321.50| 45.00000 32265.00| 31.00000 22227.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06932 1107.000 LFT | 10.20000 11291.40| 11.00000 12177.00| 7.95000 8800.65 TEMPORARY CHECK DAM, STRAW BALES | | | 0029 205-06933 12.000 EACH | 114.00000 1368.00| 118.00000 1416.00| 94.00000 1128.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 163.000 TON | 335.00000 54605.00| 335.00000 54605.00| 335.00000 54605.00 TEMPORARY MULCHING | | | 0031 205-06936 152.000 TON | 35.00000 5320.00| 33.00000 5016.00| 31.00000 4712.00 TEMPORARY SEDIMENT TRAP | | | 0032 205-06937 3620.000 LFT | 2.18000 7891.60| 2.00000 7240.00| 1.18000 4271.60 TEMPORARY SILT FENCE | | | 0033 205-06938 115.000 LFT | 15.00000 1725.00| 22.00000 2530.00| 15.00000 1725.00 TEMPORARY SLOPE DRAIN | | | 0034 205-09543 100.000 TON | 28.00000 2800.00| 40.00000 4000.00| 25.00000 2500.00 NO 2 STONE | | | 0035 206-51220 960.000 CYS | 31.90000 30624.00| 115.00000 110400.00| 35.00000 33600.00 EXCAVATION, WET | | | 0036 206-51225 790.000 CYS | 10.70000 8453.00| 17.00000 13430.00| 25.00000 19750.00 EXCAVATION, DRY | | | 0037 207-08263 88764.000 SYS | 3.40000 301797.60| 3.89000 345291.96| 4.00000 355056.00 SUBGRADE TREATMENT, TYPE IA | | | 0038 207-08267 324.000 SYS | 17.00000 5508.00| 11.00000 3564.00| 10.00000 3240.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0039 211-02050 4505.000 CYS | 23.10000 104065.50| 28.00000 126140.00| 22.00000 99110.00 B BORROW | | | 0040 211-06467 108.000 CYS | 44.00000 4752.00| 85.00000 9180.00| 50.00000 5400.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -13 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 211-09264 1239.000 CYS | 26.00000 32214.00| 35.00000 43365.00| 23.00000 28497.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0042 211-09265 1249.000 CYS | 42.90000 53582.10| 45.00000 56205.00| 34.00000 42466.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0043 301-07448 12159.000 TON | 22.00000 267498.00| 22.00000 267498.00| 19.00000 231021.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0044 302-06464 16033.000 CYS | 35.10000 562758.30| 39.00000 625287.00| 30.00000 480990.00 SUBBASE FOR PCCP | | | 0045 302-07455 84.000 CYS | 58.00000 4872.00| 80.00000 6720.00| 75.00000 6300.00 DENSE GRADED SUBBASE | | | 0046 303-01180 199.000 TON | 20.50000 4079.50| 32.00000 6368.00| 25.00000 4975.00 COMPACTED AGGREGATE, NO. 53 , TEMPORARY | | | 0047 401-07320 1823.000 TON | 61.50000 112114.50| 65.00000 118495.00| 61.50000 112114.50 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0048 401-07333 212.000 TON | 82.75000 17543.00| 77.00000 16324.00| 82.75000 17543.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0049 401-07389 3759.000 TON | 54.25000 203925.75| 58.00000 218022.00| 53.50000 201106.50 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07402 353.000 TON | 66.25000 23386.25| 69.00000 24357.00| 66.25000 23386.25 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0051 401-07406 4294.000 TON | 50.00000 214700.00| 54.00000 231876.00| 49.00000 210406.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0052 401-07423 846.000 TON | 70.50000 59643.00| 63.00000 53298.00| 70.50000 59643.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0054 402-07433 16.000 TON | 103.00000 1648.00| 100.00000 1600.00| 103.00000 1648.00 HMA SURFACE, TYPE B | | | 0055 402-07438 47.000 TON | 83.50000 3924.50| 85.00000 3995.00| 83.50000 3924.50 HMA INTERMEDIATE, TYPE B | | | 0056 406-05520 15.000 TON | 400.00000 6000.00| 440.00000 6600.00| 400.00000 6000.00 ASPHALT FOR TACK COAT | | | 0057 501-06266 LUMP | 4466.71000 4466.71| 4000.00000 4000.00| 4000.00000 4000.00 PROFILOGRAPH, PCCP | | | 0058 501-06321 53120.000 SYS | 29.36000 1559603.20| 32.00000 1699840.00| 28.80000 1529856.00 QC/QA-PCCP, 10 IN | | | 0059 501-06727 LUMP | 3443.54000 3443.54| 4000.00000 4000.00| 4000.00000 4000.00 CORING, PCCP | | | 0060 503-03489 607.000 EACH | 10.00000 6070.00| 15.00000 9105.00| 15.00000 9105.00 RETROFITTED TIE BARS | | | 0061 503-05240 27100.000 LFT | 8.11000 219781.00| 8.00000 216800.00| 8.00000 216800.00 D-1 CONTRACTION JOINT | | | 0062 503-05310 104.000 LFT | 213.00000 22152.00| 140.00000 14560.00| 155.00000 16120.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -14 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 601-01522 4.000 EACH | 2055.00000 8220.00| 2000.00000 8000.00| 2055.00000 8220.00 GUARDRAIL TRANSITION TYPE TGB | | | 0064 601-94689 2.000 EACH | 2425.00000 4850.00| 2800.00000 5600.00| 2425.00000 4850.00 GUARDRAIL END TREATMENT, OS | | | 0065 601-94690 2.000 EACH | 4125.00000 8250.00| 3800.00000 7600.00| 4125.00000 8250.00 GUARDRAIL END TREATMENT, MS | | | 0066 601-99105 432.000 LFT | 18.00000 7776.00| 22.00000 9504.00| 18.00000 7776.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0067 601-99108 494.000 LFT | 25.00000 12350.00| 27.00000 13338.00| 25.00000 12350.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0068 602-06729 24.000 EACH | 30.00000 720.00| 13.00000 312.00| 13.00000 312.00 BARRIER DELINEATOR | | | 0069 603-06040 12647.000 LFT | 6.60000 83470.20| 5.20000 65764.40| 6.60000 83470.20 FENCE, FARM FIELD, 47 IN | | | 0070 603-06045 642.000 LFT | 12.00000 7704.00| 13.40000 8602.80| 12.00000 7704.00 FENCE, CHAIN LINK, 48 IN | | | 0071 609-06259 507.600 SYS | 63.60000 32283.36| 85.00000 43146.00| 85.00000 43146.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0072 610-07487 2512.000 TON | 60.00000 150720.00| 69.00000 173328.00| 60.00000 150720.00 HMA FOR APPROACHES, TYPE B | | | 0073 611-06497 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0074 611-06498 2.000 EACH | 240.00000 480.00| 200.00000 400.00| 240.00000 480.00 MAILBOX ASSEMBLY, DOUBLE | | | 0075 615-06505 3.000 EACH | 750.00000 2250.00| 540.00000 1620.00| 750.00000 2250.00 MONUMENT, B | | | 0076 615-06510 7.000 EACH | 550.00000 3850.00| 350.00000 2450.00| 550.00000 3850.00 MONUMENT, C | | | 0077 615-06515 3.000 EACH | 200.00000 600.00| 100.00000 300.00| 200.00000 600.00 MONUMENT, D | | | 0078 616-02320 11291.000 SYS | 1.10000 12420.10| 1.90000 21452.90| 1.15000 12984.65 GEOTEXTILES | | | 0079 616-05688 3111.000 TON | 34.10000 106085.10| 35.00000 108885.00| 36.00000 111996.00 RIPRAP, CLASS 1 | | | 0080 616-05689 665.000 TON | 34.60000 23009.00| 50.00000 33250.00| 37.00000 24605.00 RIPRAP, CLASS 2 | | | 0081 616-06405 2019.000 TON | 33.25000 67131.75| 31.00000 62589.00| 34.00000 68646.00 RIPRAP, REVETMENT | | | 0082 616-06451 1104.000 TON | 33.25000 36708.00| 38.00000 41952.00| 34.00000 37536.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -15 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 621-01004 3.000 EACH | 1050.00000 3150.00| 1050.00000 3150.00| 1050.00000 3150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 621-02770 1550.000 SYS | 0.92000 1426.00| 0.92000 1426.00| 0.92000 1426.00 EROSION CONTROL BLANKET | | | 0085 621-06545 14.100 TON | 510.00000 7191.00| 510.00000 7191.00| 510.00000 7191.00 FERTILIZER | | | 0086 621-06553 5525.000 LBS | 2.80000 15470.00| 2.80000 15470.00| 2.80000 15470.00 SEED MIXTURE, R | | | 0087 621-06557 9750.000 LBS | 1.10000 10725.00| 1.10000 10725.00| 1.10000 10725.00 SEED MIXTURE, T | | | 0088 621-06565 65.000 TON | 385.00000 25025.00| 385.00000 25025.00| 385.00000 25025.00 MULCHING MATERIAL | | | 0089 621-06567 76.000 kGAL | 1.00000 76.00| 1.00000 76.00| 1.00000 76.00 WATER | | | 0090 621-06574 16442.000 SYS | 2.63000 43242.46| 2.80000 46037.60| 3.00000 49326.00 SODDING | | | 0091 621-06575 2353.000 SYS | 2.63000 6188.39| 2.80000 6588.40| 3.00000 7059.00 SODDING, NURSERY | | | 0092 628-09402 24.000 MOS | 2567.00000 61608.00| 2200.00000 52800.00| 1800.00000 43200.00 FIELD OFFICE, B | | | 0093 628-09407 48.000 MOS | 212.00000 10176.00| 70.00000 3360.00| 250.00000 12000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0094 701-02938 400.000 LFT | 430.00000 172000.00| 235.00000 94000.00| 220.00000 88000.00 CORED HOLE IN ROCK, 24 IN | | | 0095 701-06011 4.000 EACH | 2670.00000 10680.00| 650.00000 2600.00| 1000.00000 4000.00 DYNAMIC PILE LOAD TEST | | | 0096 701-09557 166.000 LFT | 76.50000 12699.00| 85.00000 14110.00| 85.00000 14110.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0097 701-09559 4.000 EACH | 2400.00000 9600.00| 900.00000 3600.00| 1000.00000 4000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0098 701-09770 80.000 EACH | 125.00000 10000.00| 125.00000 10000.00| 160.00000 12800.00 PILE SHOE, HP 14 X 73 | | | 0099 701-93575 1894.000 LFT | 76.50000 144891.00| 85.00000 160990.00| 85.00000 160990.00 PILE, STEEL H, HP 14 IN X 73 , EPOXY | | | COATED | | | 0100 702-51005 333.800 CYS | 730.00000 243674.00| 675.00000 225315.00| 400.00000 133520.00 CONCRETE, A, SUBSTRUCTURE | | | 0101 702-51015 256.000 CYS | 925.00000 236800.00| 300.00000 76800.00| 400.00000 102400.00 CONCRETE, B, FOOTINGS | | | 0102 702-51863 40.000 EACH | 50.00000 2000.00| 20.00000 800.00| 40.00000 1600.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -16 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 703-06028 126468.000 LBS | 0.75000 94851.00| 0.80000 101174.40| 0.90000 113821.20 REINFORCING BARS | | | 0104 703-06029 196880.000 LBS | 0.85000 167348.00| 0.85000 167348.00| 1.00000 196880.00 REINFORCING BARS, EPOXY COATED | | | 0105 704-51002 470.000 CYS | 677.00000 318190.00| 625.00000 293750.00| 400.00000 188000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0106 706-05732 8.000 EACH | 1250.00000 10000.00| 1250.00000 10000.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0107 706-51020 55.200 CYS | 320.00000 17664.00| 360.00000 19872.00| 350.00000 19320.00 CONCRETE, C, RAILING | | | 0108 709-51821 LUMP | 8500.00000 8500.00| 6159.00000 6159.00| 6000.00000 6000.00 SURFACE SEAL | | | 0109 711-51038 LUMP | 299285.00000 299285.00| 370000.00000 370000.00| 460000.00000 460000.00 STRUCTURAL STEEL | | | 0110 714-06572 275.000 LFT | 948.00000 260700.00| 1050.00000 288750.00| 985.00000 270875.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0111 715-05019 472.000 LFT | 60.00000 28320.00| 65.00000 30680.00| 83.00000 39176.00 PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0112 715-05048 33856.000 LFT | 2.20000 74483.20| 2.45000 82947.20| 3.50000 118496.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0113 715-05049 100.000 LFT | 20.00000 2000.00| 17.00000 1700.00| 11.50000 1150.00 PIPE, TYPE 4, CIRCULAR, 8 IN | | | 0114 715-05051 100.000 LFT | 25.00000 2500.00| 18.00000 1800.00| 12.50000 1250.00 PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0115 715-05053 5228.000 LFT | 12.00000 62736.00| 12.50000 65350.00| 11.00000 57508.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0116 715-05119 102.000 LFT | 25.00000 2550.00| 28.00000 2856.00| 35.00000 3570.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0117 715-05127 550.000 LFT | 74.50000 40975.00| 85.00000 46750.00| 99.00000 54450.00 PIPE, TYPE 1, CIRCULAR, 42 IN | | | 0118 715-05151 811.000 LFT | 26.60000 21572.60| 34.00000 27574.00| 35.00000 28385.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0119 715-05169 232.000 LFT | 30.20000 7006.40| 30.00000 6960.00| 35.00000 8120.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0120 715-05247 212.000 LFT | 112.00000 23744.00| 120.00000 25440.00| 209.00000 44308.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | | SQ. FT. | | | 0121 715-05407 344.000 LFT | 6.00000 2064.00| 8.00000 2752.00| 10.00000 3440.00 PIPE, END BENT DRAIN, 6 IN | | | 0122 715-05691 40.000 LFT | 511.00000 20440.00| 280.00000 11200.00| 350.00000 14000.00 PIPE EXTENSION, CIRCULAR, 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -17 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 715-05842 6.000 EACH | 1475.00000 8850.00| 2400.00000 14400.00| 2220.00000 13320.00 CONCRETE ANCHOR, 42 IN | | | 0124 715-06691 2.000 EACH | 1615.00000 3230.00| 2900.00000 5800.00| 3175.00000 6350.00 CONCRETE ANCHOR, 96 IN | | | 0125 715-06825 2.000 EACH | 1560.00000 3120.00| 2800.00000 5600.00| 1800.00000 3600.00 CONCRETE ANCHOR , MIN AREA 15.6 SQ FT | | | 0126 715-09064 2125.000 LFT | 1.20000 2550.00| 1.20000 2550.00| 1.00000 2125.00 VIDEO INSPECTION FOR PIPE | | | 0127 715-46005 19.000 EACH | 325.00000 6175.00| 320.00000 6080.00| 585.00000 11115.00 PIPE END SECTION, 15 IN | | | 0128 715-46040 4.000 EACH | 1055.00000 4220.00| 900.00000 3600.00| 1225.00000 4900.00 PIPE END SECTION, 36 IN | | | 0129 715-97686 1.000 EACH | 7085.00000 7085.00| 7800.00000 7800.00| 5300.00000 5300.00 GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0130 718-06529 48.000 EACH | 560.00000 26880.00| 485.00000 23280.00| 320.00000 15360.00 OUTLET PROTECTOR, 2 | | | 0131 718-06531 10.000 EACH | 675.00000 6750.00| 455.00000 4550.00| 265.00000 2650.00 OUTLET PROTECTOR, 3 | | | 0132 718-06532 6000.000 LFT | 0.85000 5100.00| 0.70000 4200.00| 1.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0133 718-52610 3049.000 CYS | 38.00000 115862.00| 37.75000 115099.75| 33.00000 100617.00 AGGREGATE FOR UNDERDRAINS | | | 0134 718-99153 29859.000 SYS | 1.00000 29859.00| 0.75000 22394.25| 1.00000 29859.00 GEOTEXTILES FOR UNDERDRAIN | | | 0135 720-45065 1.000 EACH | 3536.00000 3536.00| 4700.00000 4700.00| 1860.00000 1860.00 INLET, N12 | | | 0136 720-45070 8.000 EACH | 2264.00000 18112.00| 2900.00000 23200.00| 2070.00000 16560.00 INLET, P12A | | | 0137 801-03290 7.000 EACH | 195.00000 1365.00| 195.00000 1365.00| 195.00000 1365.00 CONSTRUCTION SIGN, C | | | 0138 801-04308 8.000 EACH | 325.00000 2600.00| 325.00000 2600.00| 325.00000 2600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0139 801-06203 1000.000 LFT | 1.95000 1950.00| 1.95000 1950.00| 1.95000 1950.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0140 801-06207 6000.000 LFT | 0.98000 5880.00| 0.98000 5880.00| 0.98000 5880.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0141 801-06640 20.000 EACH | 265.00000 5300.00| 265.00000 5300.00| 265.00000 5300.00 CONSTRUCTION SIGN, A | | | 0142 801-06710 165.000 DAY | 12.00000 1980.00| 12.00000 1980.00| 12.00000 1980.00 FLASHING ARROW SIGN | | | 0143 801-06775 LUMP | 67820.00000 67820.00| 82436.83000 82436.83| 115000.00000 115000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -18 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 801-07118 480.000 LFT | 14.95000 7176.00| 14.95000 7176.00| 14.95000 7176.00 BARRICADE, III-A | | | 0145 801-07119 48.000 LFT | 21.00000 1008.00| 21.00000 1008.00| 21.00000 1008.00 BARRICADE, III-B | | | 0146 802-05701 379.000 LFT | 14.40000 5457.60| 17.00000 6443.00| 13.00000 4927.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0147 802-05702 424.000 LFT | 10.00000 4240.00| 16.00000 6784.00| 8.00000 3392.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0148 802-07059 6.000 EACH | 40.00000 240.00| 75.00000 450.00| 35.00000 210.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0149 802-07060 2.000 EACH | 40.00000 80.00| 100.00000 200.00| 50.00000 100.00 SIGN, SHEET, RELOCATE | | | 0150 802-09838 24.000 SFT | 31.50000 756.00| 18.00000 432.00| 50.00000 1200.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0151 802-09840 368.000 SFT | 14.40000 5299.20| 19.00000 6992.00| 20.00000 7360.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0152 802-09842 40.000 SFT | 42.00000 1680.00| 21.00000 840.00| 18.00000 720.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0153 804-06771 81.000 EACH | 30.00000 2430.00| 26.00000 2106.00| 30.00000 2430.00 DELINEATOR POST, FLEXIBLE | | | 0154 808-06368 33.000 LFT | 5.95000 196.35| 5.95000 196.35| 5.95000 196.35 TRANSVERSE MARKING, REMOVE | | | 0155 808-06701 290.000 LFT | 0.48000 139.20| 0.48000 139.20| 0.48000 139.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0156 808-06703 2190.000 LFT | 0.48000 1051.20| 0.48000 1051.20| 0.48000 1051.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0157 808-06716 2615.000 LFT | 0.65000 1699.75| 0.65000 1699.75| 0.65000 1699.75 LINE, REMOVE | | | 0158 808-10031 4200.000 LFT | 0.42000 1764.00| 0.42000 1764.00| 0.42000 1764.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0159 808-10033 19605.000 LFT | 0.42000 8234.10| 0.42000 8234.10| 0.42000 8234.10 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0160 808-10034 17870.000 LFT | 0.42000 7505.40| 0.42000 7505.40| 0.42000 7505.40 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0161 808-10051 81.000 LFT | 12.95000 1048.95| 12.96000 1049.76| 12.96000 1049.76 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -19 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-2040801 |( 6 ) 35-1698047 |E & B PAVING INC |GOHMANN ASPHALT & CONSTRUCTI |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 808-10052 6.000 EACH | 220.00000 1320.00| 220.00000 1320.00| 220.00000 1320.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0163 808-10077 12.000 EACH | 155.00000 1860.00| 155.00000 1860.00| 155.00000 1860.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0164 808-75245 2990.000 LFT | 0.48000 1435.20| 0.48000 1435.20| 0.48000 1435.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0165 808-75297 115.000 LFT | 6.95000 799.25| 6.95000 799.25| 6.95000 799.25 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0166 808-75320 4.000 EACH | 69.00000 276.00| 69.00000 276.00| 69.00000 276.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0167 808-75325 2.000 EACH | 99.00000 198.00| 99.00000 198.00| 99.00000 198.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0168 808-75994 15.000 EACH | 18.00000 270.00| 18.00000 270.00| 18.00000 270.00 PRISMATIC REFLECTOR | | | 0169 808-75996 6.000 EACH | 60.00000 360.00| 500.00000 3000.00| 200.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0170 808-75998 374.000 EACH | 17.95000 6713.30| 17.95000 6713.30| 17.95000 6713.30 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0171 401-07429 321.000 TON | 73.75000 23673.75| 69.00000 22149.00| 73.75000 23673.75 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0172 105-09645 LUMP | 31825.00000 31825.00| 39000.00000 39000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0173 715-05178 73.000 LFT | 93.00000 6789.00| 90.00000 6570.00| 92.00000 6716.00 PIPE, TYPE 3, CIRCULAR, 42 IN. | | | 0174 808-09381 LUMP | 1495.00000 1495.00| 1495.00000 1495.00| 1495.00000 1495.00 RETRO-REFLECTIVITY TESTING | | | SECTION TOTALS | $ 8,952,471.91| $ 9,412,225.00| $ 9,448,187.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,952,471.91| $ 9,412,225.00| $ 9,448,187.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -20 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | 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 | 85500.00000 85500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 30.00000 90.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 60.00000 4320.00| | 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 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 475000.00000 475000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 72450.00000 72450.00| | CLEARING RIGHT OF WAY | | | 0015 202-01261 2.000 EACH | 725.00000 1450.00| | TESTING FOR ASBESTOS, TYPE | | | 0016 202-02240 1678.000 SYS | 7.00000 11746.00| | PAVEMENT REMOVAL | | | 0017 202-03000 LUMP | 12000.00000 12000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , PARCEL NO 14 | | | 0018 202-03000 LUMP | 12000.00000 12000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | . PARCEL NO 13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -21 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-04089 3.000 EACH | 105.00000 315.00| | SIGN, SHEET, REMOVE | | | 0021 203-02020 219385.000 CYS | 5.00000 1096925.00| | EXCAVATION, UNCLASSIFIED | | | 0022 203-51223 4635.000 CYS | 7.45000 34530.75| | EXCAVATION, WATERWAY | | | 0023 204-02290 1.000 EACH | 1710.00000 1710.00| | SETTLEMENT PLATE | | | 0024 204-08415 16.000 EACH | 330.00000 5280.00| | STAKES, SETTLEMENT | | | 0025 205-03371 100.000 CYS | 19.95000 1995.00| | SEDIMENT, REMOVE | | | 0026 205-06930 3.000 TON | 49.75000 149.25| | SPLASHPAD, RIPRAP | | | 0027 205-06931 717.000 TON | 41.00000 29397.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06932 1107.000 LFT | 7.95000 8800.65| | TEMPORARY CHECK DAM, STRAW BALES | | | 0029 205-06933 12.000 EACH | 94.00000 1128.00| | TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 163.000 TON | 335.00000 54605.00| | TEMPORARY MULCHING | | | 0031 205-06936 152.000 TON | 32.00000 4864.00| | TEMPORARY SEDIMENT TRAP | | | 0032 205-06937 3620.000 LFT | 1.18000 4271.60| | TEMPORARY SILT FENCE | | | 0033 205-06938 115.000 LFT | 24.00000 2760.00| | TEMPORARY SLOPE DRAIN | | | 0034 205-09543 100.000 TON | 25.25000 2525.00| | NO 2 STONE | | | 0035 206-51220 960.000 CYS | 220.00000 211200.00| | EXCAVATION, WET | | | 0036 206-51225 790.000 CYS | 20.00000 15800.00| | EXCAVATION, DRY | | | 0037 207-08263 88764.000 SYS | 4.60000 408314.40| | SUBGRADE TREATMENT, TYPE IA | | | 0038 207-08267 324.000 SYS | 9.30000 3013.20| | SUBGRADE TREATMENT, TYPE IIIA | | | 0039 211-02050 4505.000 CYS | 26.30000 118481.50| | B BORROW | | | 0040 211-06467 108.000 CYS | 40.00000 4320.00| | AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -22 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 211-09264 1239.000 CYS | 28.00000 34692.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0042 211-09265 1249.000 CYS | 42.00000 52458.00| | STRUCTURAL BACKFILL, TYPE 2 | | | 0043 301-07448 12159.000 TON | 25.50000 310054.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0044 302-06464 16033.000 CYS | 38.75000 621278.75| | SUBBASE FOR PCCP | | | 0045 302-07455 84.000 CYS | 50.00000 4200.00| | DENSE GRADED SUBBASE | | | 0046 303-01180 199.000 TON | 31.00000 6169.00| | COMPACTED AGGREGATE, NO. 53 , TEMPORARY | | | 0047 401-07320 1823.000 TON | 61.50000 112114.50| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0048 401-07333 212.000 TON | 82.75000 17543.00| | QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0049 401-07389 3759.000 TON | 54.25000 203925.75| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07402 353.000 TON | 66.25000 23386.25| | QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0051 401-07406 4294.000 TON | 50.00000 214700.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0052 401-07423 846.000 TON | 70.50000 59643.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0054 402-07433 16.000 TON | 103.00000 1648.00| | HMA SURFACE, TYPE B | | | 0055 402-07438 47.000 TON | 83.50000 3924.50| | HMA INTERMEDIATE, TYPE B | | | 0056 406-05520 15.000 TON | 400.00000 6000.00| | ASPHALT FOR TACK COAT | | | 0057 501-06266 LUMP | 4000.00000 4000.00| | PROFILOGRAPH, PCCP | | | 0058 501-06321 53120.000 SYS | 28.80000 1529856.00| | QC/QA-PCCP, 10 IN | | | 0059 501-06727 LUMP | 4000.00000 4000.00| | CORING, PCCP | | | 0060 503-03489 607.000 EACH | 15.00000 9105.00| | RETROFITTED TIE BARS | | | 0061 503-05240 27100.000 LFT | 8.00000 216800.00| | D-1 CONTRACTION JOINT | | | 0062 503-05310 104.000 LFT | 130.00000 13520.00| | TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -23 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 601-01522 4.000 EACH | 2000.00000 8000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0064 601-94689 2.000 EACH | 2800.00000 5600.00| | GUARDRAIL END TREATMENT, OS | | | 0065 601-94690 2.000 EACH | 3800.00000 7600.00| | GUARDRAIL END TREATMENT, MS | | | 0066 601-99105 432.000 LFT | 22.00000 9504.00| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0067 601-99108 494.000 LFT | 27.00000 13338.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0068 602-06729 24.000 EACH | 7.00000 168.00| | BARRIER DELINEATOR | | | 0069 603-06040 12647.000 LFT | 5.20000 65764.40| | FENCE, FARM FIELD, 47 IN | | | 0070 603-06045 642.000 LFT | 13.40000 8602.80| | FENCE, CHAIN LINK, 48 IN | | | 0071 609-06259 507.600 SYS | 65.00000 32994.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0072 610-07487 2512.000 TON | 60.00000 150720.00| | HMA FOR APPROACHES, TYPE B | | | 0073 611-06497 2.000 EACH | 150.00000 300.00| | MAILBOX ASSEMBLY, SINGLE | | | 0074 611-06498 2.000 EACH | 200.00000 400.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0075 615-06505 3.000 EACH | 540.00000 1620.00| | MONUMENT, B | | | 0076 615-06510 7.000 EACH | 350.00000 2450.00| | MONUMENT, C | | | 0077 615-06515 3.000 EACH | 280.00000 840.00| | MONUMENT, D | | | 0078 616-02320 11291.000 SYS | 2.25000 25404.75| | GEOTEXTILES | | | 0079 616-05688 3111.000 TON | 30.00000 93330.00| | RIPRAP, CLASS 1 | | | 0080 616-05689 665.000 TON | 40.00000 26600.00| | RIPRAP, CLASS 2 | | | 0081 616-06405 2019.000 TON | 39.00000 78741.00| | RIPRAP, REVETMENT | | | 0082 616-06451 1104.000 TON | 38.70000 42724.80| | RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -24 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 621-01004 3.000 EACH | 1050.00000 3150.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 621-02770 1550.000 SYS | 0.92000 1426.00| | EROSION CONTROL BLANKET | | | 0085 621-06545 14.100 TON | 510.00000 7191.00| | FERTILIZER | | | 0086 621-06553 5525.000 LBS | 2.80000 15470.00| | SEED MIXTURE, R | | | 0087 621-06557 9750.000 LBS | 1.10000 10725.00| | SEED MIXTURE, T | | | 0088 621-06565 65.000 TON | 385.00000 25025.00| | MULCHING MATERIAL | | | 0089 621-06567 76.000 kGAL | 1.00000 76.00| | WATER | | | 0090 621-06574 16442.000 SYS | 2.63000 43242.46| | SODDING | | | 0091 621-06575 2353.000 SYS | 2.63000 6188.39| | SODDING, NURSERY | | | 0092 628-09402 24.000 MOS | 2100.00000 50400.00| | FIELD OFFICE, B | | | 0093 628-09407 48.000 MOS | 292.00000 14016.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0094 701-02938 400.000 LFT | 500.00000 200000.00| | CORED HOLE IN ROCK, 24 IN | | | 0095 701-06011 4.000 EACH | 750.00000 3000.00| | DYNAMIC PILE LOAD TEST | | | 0096 701-09557 166.000 LFT | 50.00000 8300.00| | TEST PILE, DYNAMIC, PRODUCTION | | | 0097 701-09559 4.000 EACH | 750.00000 3000.00| | TEST PILE, DYNAMIC, RESTRIKE | | | 0098 701-09770 80.000 EACH | 175.00000 14000.00| | PILE SHOE, HP 14 X 73 | | | 0099 701-93575 1894.000 LFT | 75.00000 142050.00| | PILE, STEEL H, HP 14 IN X 73 , EPOXY | | | COATED | | | 0100 702-51005 333.800 CYS | 725.00000 242005.00| | CONCRETE, A, SUBSTRUCTURE | | | 0101 702-51015 256.000 CYS | 650.00000 166400.00| | CONCRETE, B, FOOTINGS | | | 0102 702-51863 40.000 EACH | 25.00000 1000.00| | FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -25 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 703-06028 126468.000 LBS | 0.90000 113821.20| | REINFORCING BARS | | | 0104 703-06029 196880.000 LBS | 0.95000 187036.00| | REINFORCING BARS, EPOXY COATED | | | 0105 704-51002 470.000 CYS | 500.00000 235000.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0106 706-05732 8.000 EACH | 1250.00000 10000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0107 706-51020 55.200 CYS | 320.00000 17664.00| | CONCRETE, C, RAILING | | | 0108 709-51821 LUMP | 7320.00000 7320.00| | SURFACE SEAL | | | 0109 711-51038 LUMP | 332500.00000 332500.00| | STRUCTURAL STEEL | | | 0110 714-06572 275.000 LFT | 935.00000 257125.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0111 715-05019 472.000 LFT | 64.50000 30444.00| | PIPE, TYPE 1, CIRCULAR, 36 IN | | | 0112 715-05048 33856.000 LFT | 2.25000 76176.00| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0113 715-05049 100.000 LFT | 22.30000 2230.00| | PIPE, TYPE 4, CIRCULAR, 8 IN | | | 0114 715-05051 100.000 LFT | 25.25000 2525.00| | PIPE, TYPE 4, CIRCULAR, 10 IN | | | 0115 715-05053 5228.000 LFT | 8.50000 44438.00| | PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0116 715-05119 102.000 LFT | 40.30000 4110.60| | PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0117 715-05127 550.000 LFT | 94.10000 51755.00| | PIPE, TYPE 1, CIRCULAR, 42 IN | | | 0118 715-05151 811.000 LFT | 34.75000 28182.25| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0119 715-05169 232.000 LFT | 37.40000 8676.80| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0120 715-05247 212.000 LFT | 126.00000 26712.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 15.6 | | | SQ. FT. | | | 0121 715-05407 344.000 LFT | 6.00000 2064.00| | PIPE, END BENT DRAIN, 6 IN | | | 0122 715-05691 40.000 LFT | 395.00000 15800.00| | PIPE EXTENSION, CIRCULAR, 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -26 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 715-05842 6.000 EACH | 2050.00000 12300.00| | CONCRETE ANCHOR, 42 IN | | | 0124 715-06691 2.000 EACH | 2895.00000 5790.00| | CONCRETE ANCHOR, 96 IN | | | 0125 715-06825 2.000 EACH | 2180.00000 4360.00| | CONCRETE ANCHOR , MIN AREA 15.6 SQ FT | | | 0126 715-09064 2125.000 LFT | 1.20000 2550.00| | VIDEO INSPECTION FOR PIPE | | | 0127 715-46005 19.000 EACH | 305.00000 5795.00| | PIPE END SECTION, 15 IN | | | 0128 715-46040 4.000 EACH | 1200.00000 4800.00| | PIPE END SECTION, 36 IN | | | 0129 715-97686 1.000 EACH | 7740.00000 7740.00| | GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0130 718-06529 48.000 EACH | 550.00000 26400.00| | OUTLET PROTECTOR, 2 | | | 0131 718-06531 10.000 EACH | 550.00000 5500.00| | OUTLET PROTECTOR, 3 | | | 0132 718-06532 6000.000 LFT | 0.85000 5100.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0133 718-52610 3049.000 CYS | 39.00000 118911.00| | AGGREGATE FOR UNDERDRAINS | | | 0134 718-99153 29859.000 SYS | 0.90000 26873.10| | GEOTEXTILES FOR UNDERDRAIN | | | 0135 720-45065 1.000 EACH | 4360.00000 4360.00| | INLET, N12 | | | 0136 720-45070 8.000 EACH | 2800.00000 22400.00| | INLET, P12A | | | 0137 801-03290 7.000 EACH | 195.00000 1365.00| | CONSTRUCTION SIGN, C | | | 0138 801-04308 8.000 EACH | 325.00000 2600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0139 801-06203 1000.000 LFT | 1.95000 1950.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0140 801-06207 6000.000 LFT | 0.98000 5880.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0141 801-06640 20.000 EACH | 265.00000 5300.00| | CONSTRUCTION SIGN, A | | | 0142 801-06710 165.000 DAY | 12.00000 1980.00| | FLASHING ARROW SIGN | | | 0143 801-06775 LUMP | 27650.00000 27650.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -27 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 801-07118 480.000 LFT | 14.95000 7176.00| | BARRICADE, III-A | | | 0145 801-07119 48.000 LFT | 21.00000 1008.00| | BARRICADE, III-B | | | 0146 802-05701 379.000 LFT | 17.00000 6443.00| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0147 802-05702 424.000 LFT | 16.00000 6784.00| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0148 802-07059 6.000 EACH | 50.00000 300.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0149 802-07060 2.000 EACH | 100.00000 200.00| | SIGN, SHEET, RELOCATE | | | 0150 802-09838 24.000 SFT | 18.00000 432.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0151 802-09840 368.000 SFT | 19.00000 6992.00| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0152 802-09842 40.000 SFT | 21.00000 840.00| | SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0153 804-06771 81.000 EACH | 26.00000 2106.00| | DELINEATOR POST, FLEXIBLE | | | 0154 808-06368 33.000 LFT | 5.95000 196.35| | TRANSVERSE MARKING, REMOVE | | | 0155 808-06701 290.000 LFT | 0.48000 139.20| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0156 808-06703 2190.000 LFT | 0.48000 1051.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0157 808-06716 2615.000 LFT | 0.65000 1699.75| | LINE, REMOVE | | | 0158 808-10031 4200.000 LFT | 0.42000 1764.00| | LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0159 808-10033 19605.000 LFT | 0.42000 8234.10| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0160 808-10034 17870.000 LFT | 0.42000 7505.40| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0161 808-10051 81.000 LFT | 12.95000 1048.95| | TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 220 -28 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -30194-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 808-10052 6.000 EACH | 220.00000 1320.00| | PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0163 808-10077 12.000 EACH | 155.00000 1860.00| | PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0164 808-75245 2990.000 LFT | 0.48000 1435.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0165 808-75297 115.000 LFT | 6.95000 799.25| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0166 808-75320 4.000 EACH | 69.00000 276.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0167 808-75325 2.000 EACH | 99.00000 198.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0168 808-75994 15.000 EACH | 18.00000 270.00| | PRISMATIC REFLECTOR | | | 0169 808-75996 6.000 EACH | 220.00000 1320.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0170 808-75998 374.000 EACH | 17.95000 6713.30| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0171 401-07429 321.000 TON | 73.75000 23673.75| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0172 105-09645 LUMP | 15000.88000 15000.88| | CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0173 715-05178 73.000 LFT | 106.00000 7738.00| | PIPE, TYPE 3, CIRCULAR, 42 IN. | | | 0174 808-09381 LUMP | 1495.00000 1495.00| | RETRO-REFLECTIVITY TESTING | | | SECTION TOTALS | $ 9,534,538.48| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 9,534,538.48| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 11/15/11 LOCATION : ON SR 54 FROM 3.47 MILES EAST OF US 41 PROJECT(S) : 0400101 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE INC $ 328,895.30 100.0000% 2 35-1801998 CLR INC $ 410,794.35 124.9013% 3 35-2155873 KINGS TRUCKING & EXCAVATION INC $ 412,847.77 125.5256% 4 35-1357381 DAVE OMARA CONTRACTOR INC $ 416,351.60 126.5909% 5 35-1875662 CRIDER & CRIDER INC $ 489,072.24 148.7015% 6 38-3806996 HIS CONSTRUCTORS INC $ 508,650.00 154.6541% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 617,718.24 187.8161% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -2 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 35-2155873 |RAGLE INC |CLR INC |KINGS TRUCKING & EXCAVATION I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 4603.00000 4603.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 75.00000 150.00| 25.00000 50.00| 236.05000 472.10 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 30.00000 720.00| 25.00000 600.00| 177.04000 4248.96 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 16000.00000 16000.00| 20500.00000 20500.00| 31209.00000 31209.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 3250.00000 3250.00| 9000.00000 9000.00| 5901.28000 5901.28 CLEARING RIGHT OF WAY | | | 0012 202-02240 130.000 SYS | 5.25000 682.50| 40.00000 5200.00| 5.86000 761.80 PAVEMENT REMOVAL | | | 0013 202-51330 LUMP | 30000.00000 30000.00| 18000.00000 18000.00| 9045.83000 9045.83 PRESENT STRUCTURE, REMOVE , SLABTOP | | | CULVERT | | | 0014 202-74035 3.000 EACH | 50.00000 150.00| 55.00000 165.00| 44.84000 134.52 SIGN, REMOVE | | | 0016 202-96133 50.000 LFT | 6.00000 300.00| 17.00000 850.00| 8.80000 440.00 PIPE, REMOVE | | | 0017 203-02000 650.000 CYS | 15.00000 9750.00| 35.00000 22750.00| 6.25000 4062.50 EXCAVATION, COMMON | | | 0018 205-03371 10.000 CYS | 6.00000 60.00| 25.00000 250.00| 5.32000 53.20 SEDIMENT, REMOVE | | | 0019 205-06934 2.000 TON | 300.00000 600.00| 400.00000 800.00| 354.08000 708.16 TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -3 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 35-2155873 |RAGLE INC |CLR INC |KINGS TRUCKING & EXCAVATION I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 430.000 LFT | 2.50000 1075.00| 2.25000 967.50| 1.65000 709.50 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 30.00000 3000.00| 15.00000 1500.00| 11.63000 1163.00 NO 2 STONE | | | 0022 206-93520 1950.000 SFT | 1.00000 1950.00| 10.00000 19500.00| 15.00000 29250.00 TEMPORARY SHEET PILING | | | 0023 207-08263 783.000 SYS | 21.00000 16443.00| 17.00000 13311.00| 17.83000 13960.89 SUBGRADE TREATMENT, TYPE IA | | | 0024 207-08267 64.000 SYS | 16.00000 1024.00| 30.00000 1920.00| 16.86000 1079.04 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-02050 163.000 CYS | 25.00000 4075.00| 35.00000 5705.00| 22.11000 3603.93 B BORROW | | | 0026 211-09265 600.000 CYS | 18.00000 10800.00| 30.00000 18000.00| 31.12000 18672.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0027 301-07448 880.000 TON | 23.00000 20240.00| 42.00000 36960.00| 19.72000 17353.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 306-08043 1200.000 SYS | 2.50000 3000.00| 1.50000 1800.00| 4.03000 4836.00 MILLING, TRANSITION | | | 0029 402-07433 139.000 TON | 72.00000 10008.00| 115.00000 15985.00| 84.98000 11812.22 HMA SURFACE, TYPE B | | | 0030 402-07438 267.000 TON | 63.00000 16821.00| 70.00000 18690.00| 74.36000 19854.12 HMA INTERMEDIATE, TYPE B | | | 0031 402-07453 54.000 TON | 100.00000 5400.00| 168.00000 9072.00| 114.49000 6182.46 HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 1.000 TON | 510.68000 510.68| 510.00000 510.00| 602.73000 602.73 ASPHALT FOR TACK COAT | | | 0033 601-01848 1.000 EACH | 1995.00000 1995.00| 2215.00000 2215.00| 2354.61000 2354.61 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0034 601-02206 163.000 LFT | 12.25000 1996.75| 13.60000 2216.80| 14.46000 2356.98 TEMPORARY GUARDRAIL, W BEAM, 6FT-3 IN | | | SPACING | | | 0035 601-06854 1.000 EACH | 2295.00000 2295.00| 2550.00000 2550.00| 2708.69000 2708.69 GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | | 0036 601-94689 3.000 EACH | 2595.00000 7785.00| 2880.00000 8640.00| 3062.77000 9188.31 GUARDRAIL END TREATMENT, OS | | | 0037 601-97080 2.000 EACH | 2295.00000 4590.00| 2550.00000 5100.00| 2708.69000 5417.38 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 388.000 LFT | 27.90000 10825.20| 31.00000 12028.00| 32.93000 12776.84 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0039 610-07487 18.000 TON | 127.29000 2291.22| 145.00000 2610.00| 150.23000 2704.14 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -4 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 35-2155873 |RAGLE INC |CLR INC |KINGS TRUCKING & EXCAVATION I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 615-06490 20.000 EACH | 115.00000 2300.00| 89.00000 1780.00| 135.73000 2714.60 RIGHT OF WAY MARKER | | | 0041 615-06505 2.000 EACH | 695.00000 1390.00| 500.00000 1000.00| 820.28000 1640.56 MONUMENT, B | | | 0042 615-06530 1.000 EACH | 825.00000 825.00| 500.00000 500.00| 973.71000 973.71 BENCH MARK POST | | | 0043 616-02320 966.000 SYS | 1.75000 1690.50| 6.00000 5796.00| 1.71000 1651.86 GEOTEXTILES | | | 0044 616-05688 26.000 TON | 40.00000 1040.00| 75.20000 1955.20| 25.37000 659.62 RIPRAP, CLASS 1 | | | 0045 616-06451 295.000 TON | 40.00000 11800.00| 32.00000 9440.00| 23.55000 6947.25 RIPRAP, UNIFORM | | | 0046 621-01004 2.000 EACH | 500.00000 1000.00| 250.00000 500.00| 590.13000 1180.26 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-02770 651.000 SYS | 1.25000 813.75| 3.00000 1953.00| 1.77000 1152.27 EROSION CONTROL BLANKET | | | 0048 621-06545 1.000 TON | 750.00000 750.00| 1500.00000 1500.00| 1003.22000 1003.22 FERTILIZER | | | 0049 621-06553 74.000 LBS | 2.70000 199.80| 25.00000 1850.00| 2.95000 218.30 SEED MIXTURE, R | | | 0050 621-06557 95.000 LBS | 2.70000 256.50| 1.00000 95.00| 2.12000 201.40 SEED MIXTURE, T | | | 0051 621-06565 1.000 TON | 800.00000 800.00| 1500.00000 1500.00| 330.47000 330.47 MULCHING MATERIAL | | | 0052 628-09402 12.000 MOS | 500.00000 6000.00| 745.00000 8940.00| 2242.49000 26909.88 FIELD OFFICE, B | | | 0053 714-01634 58.000 LFT | 800.00000 46400.00| 520.00000 30160.00| 370.24000 21473.92 STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | | X 4FT | | | 0054 714-08514 135.000 SFT | 75.00000 10125.00| 70.00000 9450.00| 136.02000 18362.70 WINGWALL | | | 0055 722-60824 1120.000 SYS | 2.50000 2800.00| 2.50000 2800.00| 4.11000 4603.20 SURFACE MILLING | | | 0056 801-01851 LUMP | 15000.00000 15000.00| 12000.00000 12000.00| 40541.81000 40541.81 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0057 801-03290 2.000 EACH | 295.00000 590.00| 500.00000 1000.00| 324.57000 649.14 CONSTRUCTION SIGN, C | | | 0058 801-06207 4990.000 LFT | 1.25000 6237.50| 1.28000 6387.20| 1.18000 5888.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06577 24.000 LFT | 11.00000 264.00| 9.00000 216.00| 7.08000 169.92 TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -5 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 35-2155873 |RAGLE INC |CLR INC |KINGS TRUCKING & EXCAVATION I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06640 16.000 EACH | 179.00000 2864.00| 225.00000 3600.00| 159.33000 2549.28 CONSTRUCTION SIGN, A | | | 0061 801-06645 2.000 EACH | 95.00000 190.00| 100.00000 200.00| 70.82000 141.64 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP | 12000.00000 12000.00| 29000.00000 29000.00| 24273.16000 24273.16 MAINTAINING TRAFFIC | | | 0063 801-07119 16.000 LFT | 21.00000 336.00| 45.00000 720.00| 29.51000 472.16 BARRICADE, III-B | | | 0064 801-08401 385.000 LFT | 13.00000 5005.00| 22.00000 8470.00| 22.42000 8631.70 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0065 801-08508 100.000 LFT | 13.00000 1300.00| 32.00000 3200.00| 63.73000 6373.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0066 802-05701 12.000 LFT | 18.45000 221.40| 21.00000 252.00| 21.78000 261.36 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0067 802-05702 49.000 LFT | 14.65000 717.85| 17.00000 833.00| 17.29000 847.21 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0068 802-09838 6.000 SFT | 21.00000 126.00| 24.00000 144.00| 24.79000 148.74 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0069 802-09840 22.000 SFT | 23.00000 506.00| 26.00000 572.00| 27.15000 597.30 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0070 808-06703 970.000 LFT | 1.75000 1697.50| 0.83000 805.10| 0.89000 863.30 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-06716 485.000 LFT | 1.35000 654.75| 1.11000 538.35| 1.18000 572.30 LINE, REMOVE | | | 0072 808-75240 110.000 LFT | 3.50000 385.00| 0.83000 91.30| 0.89000 97.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0073 808-75245 530.000 LFT | 1.75000 927.50| 0.83000 439.90| 0.89000 471.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0074 808-75996 10.000 EACH | 10.89000 108.90| 25.50000 255.00| 12.13000 121.30 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 12.000 EACH | 65.00000 780.00| 75.00000 900.00| 76.72000 920.64 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 328,895.30| $ 410,794.35| $ 412,847.77 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 328,895.30| $ 410,794.35| $ 412,847.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -6 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1875662 |( 6 ) 38-3806996 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 8600.00000 8600.00| 3350.00000 3350.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 235.70000 471.40| 170.00000 340.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 100.00000 2400.00| 147.35000 3536.40| 85.00000 2040.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 15000.00000 15000.00| 24450.00000 24450.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 4000.00000 4000.00| 7300.00000 7300.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 130.000 SYS | 25.00000 3250.00| 16.85000 2190.50| 50.00000 6500.00 PAVEMENT REMOVAL | | | 0013 202-51330 LUMP | 15000.00000 15000.00| 17830.00000 17830.00| 37133.60000 37133.60 PRESENT STRUCTURE, REMOVE , SLABTOP | | | CULVERT | | | 0014 202-74035 3.000 EACH | 60.00000 180.00| 54.61000 163.83| 115.00000 345.00 SIGN, REMOVE | | | 0016 202-96133 50.000 LFT | 5.00000 250.00| 13.33000 666.50| 20.00000 1000.00 PIPE, REMOVE | | | 0017 203-02000 650.000 CYS | 17.00000 11050.00| 22.10000 14365.00| 32.00000 20800.00 EXCAVATION, COMMON | | | 0018 205-03371 10.000 CYS | 45.00000 450.00| 31.06000 310.60| 65.00000 650.00 SEDIMENT, REMOVE | | | 0019 205-06934 2.000 TON | 675.00000 1350.00| 461.50000 923.00| 700.00000 1400.00 TEMPORARY MULCHING | | | 0020 205-06937 430.000 LFT | 5.00000 2150.00| 3.90000 1677.00| 4.25000 1827.50 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -7 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1875662 |( 6 ) 38-3806996 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-09543 100.000 TON | 22.00000 2200.00| 21.34000 2134.00| 18.00000 1800.00 NO 2 STONE | | | 0022 206-93520 1950.000 SFT | 9.00000 17550.00| 28.69000 55945.50| 39.00000 76050.00 TEMPORARY SHEET PILING | | | 0023 207-08263 783.000 SYS | 23.00000 18009.00| 19.49000 15260.67| 18.00000 14094.00 SUBGRADE TREATMENT, TYPE IA | | | 0024 207-08267 64.000 SYS | 24.00000 1536.00| 10.99000 703.36| 33.00000 2112.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-02050 163.000 CYS | 56.00000 9128.00| 38.85000 6332.55| 21.00000 3423.00 B BORROW | | | 0026 211-09265 600.000 CYS | 40.00000 24000.00| 47.10000 28260.00| 47.00000 28200.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0027 301-07448 880.000 TON | 18.00000 15840.00| 19.77000 17397.60| 31.00000 27280.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 306-08043 1200.000 SYS | 3.25000 3900.00| 2.55000 3060.00| 4.00000 4800.00 MILLING, TRANSITION | | | 0029 402-07433 139.000 TON | 85.00000 11815.00| 79.44000 11042.16| 75.00000 10425.00 HMA SURFACE, TYPE B | | | 0030 402-07438 267.000 TON | 62.00000 16554.00| 69.51000 18559.17| 66.00000 17622.00 HMA INTERMEDIATE, TYPE B | | | 0031 402-07453 54.000 TON | 145.00000 7830.00| 164.55000 8885.70| 101.00000 5454.00 HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 1.000 TON | 520.00000 520.00| 563.45000 563.45| 532.00000 532.00 ASPHALT FOR TACK COAT | | | 0033 601-01848 1.000 EACH | 2225.00000 2225.00| 2100.00000 2100.00| 2188.00000 2188.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0034 601-02206 163.000 LFT | 16.00000 2608.00| 12.00000 1956.00| 12.50000 2037.50 TEMPORARY GUARDRAIL, W BEAM, 6FT-3 IN | | | SPACING | | | 0035 601-06854 1.000 EACH | 4650.00000 4650.00| 3400.00000 3400.00| 3542.00000 3542.00 GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | | 0036 601-94689 3.000 EACH | 2525.00000 7575.00| 2650.00000 7950.00| 2760.00000 8280.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-97080 2.000 EACH | 2100.00000 4200.00| 2200.00000 4400.00| 2292.00000 4584.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 388.000 LFT | 20.00000 7760.00| 18.50000 7178.00| 19.25000 7469.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0039 610-07487 18.000 TON | 250.00000 4500.00| 140.45000 2528.10| 133.00000 2394.00 HMA FOR APPROACHES, TYPE B | | | 0040 615-06490 20.000 EACH | 200.00000 4000.00| 140.00000 2800.00| 146.00000 2920.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -8 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1875662 |( 6 ) 38-3806996 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 615-06505 2.000 EACH | 640.00000 1280.00| 800.00000 1600.00| 834.00000 1668.00 MONUMENT, B | | | 0042 615-06530 1.000 EACH | 1000.00000 1000.00| 800.00000 800.00| 834.00000 834.00 BENCH MARK POST | | | 0043 616-02320 966.000 SYS | 1.60000 1545.60| 1.90000 1835.40| 2.00000 1932.00 GEOTEXTILES | | | 0044 616-05688 26.000 TON | 42.00000 1092.00| 49.80000 1294.80| 46.00000 1196.00 RIPRAP, CLASS 1 | | | 0045 616-06451 295.000 TON | 30.00000 8850.00| 35.66000 10519.70| 23.00000 6785.00 RIPRAP, UNIFORM | | | 0046 621-01004 2.000 EACH | 675.00000 1350.00| 883.95000 1767.90| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-02770 651.000 SYS | 2.00000 1302.00| 4.05000 2636.55| 2.15000 1399.65 EROSION CONTROL BLANKET | | | 0048 621-06545 1.000 TON | 650.00000 650.00| 1139.50000 1139.50| 675.00000 675.00 FERTILIZER | | | 0049 621-06553 74.000 LBS | 5.50000 407.00| 6.60000 488.40| 5.25000 388.50 SEED MIXTURE, R | | | 0050 621-06557 95.000 LBS | 1.50000 142.50| 5.45000 517.75| 1.10000 104.50 SEED MIXTURE, T | | | 0051 621-06565 1.000 TON | 1000.00000 1000.00| 624.70000 624.70| 700.00000 700.00 MULCHING MATERIAL | | | 0052 628-09402 12.000 MOS | 1600.00000 19200.00| 2021.00000 24252.00| 1966.00000 23592.00 FIELD OFFICE, B | | | 0053 714-01634 58.000 LFT | 525.00000 30450.00| 657.30000 38123.40| 580.00000 33640.00 STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | | X 4FT | | | 0054 714-08514 135.000 SFT | 215.00000 29025.00| 132.45000 17880.75| 105.00000 14175.00 WINGWALL | | | 0055 722-60824 1120.000 SYS | 5.00000 5600.00| 2.55000 2856.00| 4.50000 5040.00 SURFACE MILLING | | | 0056 801-01851 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 31250.00000 31250.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0057 801-03290 2.000 EACH | 300.00000 600.00| 275.00000 550.00| 260.00000 520.00 CONSTRUCTION SIGN, C | | | 0058 801-06207 4990.000 LFT | 1.25000 6237.50| 1.00000 4990.00| 1.10000 5489.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06577 24.000 LFT | 12.00000 288.00| 6.00000 144.00| 6.50000 156.00 TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -9 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1875662 |( 6 ) 38-3806996 |DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06640 16.000 EACH | 180.00000 2880.00| 135.00000 2160.00| 234.00000 3744.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 2.000 EACH | 100.00000 200.00| 60.00000 120.00| 193.00000 386.00 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP | 17000.00000 17000.00| 27000.00000 27000.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0063 801-07119 16.000 LFT | 25.00000 400.00| 21.00000 336.00| 15.50000 248.00 BARRICADE, III-B | | | 0064 801-08401 385.000 LFT | 15.00000 5775.00| 42.79000 16474.15| 36.50000 14052.50 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0065 801-08508 100.000 LFT | 125.00000 12500.00| 134.71000 13471.00| 164.00000 16400.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0066 802-05701 12.000 LFT | 21.00000 252.00| 18.45000 221.40| 14.50000 174.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0067 802-05702 49.000 LFT | 18.00000 882.00| 14.65000 717.85| 9.50000 465.50 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0068 802-09838 6.000 SFT | 22.00000 132.00| 21.00000 126.00| 27.00000 162.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0069 802-09840 22.000 SFT | 20.00000 440.00| 23.00000 506.00| 21.00000 462.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0070 808-06703 970.000 LFT | 1.75000 1697.50| 0.75000 727.50| 0.50000 485.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-06716 485.000 LFT | 1.50000 727.50| 1.00000 485.00| 1.15000 557.75 LINE, REMOVE | | | 0072 808-75240 110.000 LFT | 3.50000 385.00| 0.75000 82.50| 0.50000 55.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0073 808-75245 530.000 LFT | 2.00000 1060.00| 0.75000 397.50| 0.50000 265.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0074 808-75996 10.000 EACH | 11.50000 115.00| 50.00000 500.00| 25.00000 250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 12.000 EACH | 175.00000 2100.00| 65.00000 780.00| 200.00000 2400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 416,351.60| $ 489,072.24| $ 508,650.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 416,351.60| $ 489,072.24| $ 508,650.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -10 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 250.00000 500.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 50.00000 1200.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 30885.91200 30885.91| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 6177.18200 6177.18| | CLEARING RIGHT OF WAY | | | 0012 202-02240 130.000 SYS | 25.00000 3250.00| | PAVEMENT REMOVAL | | | 0013 202-51330 LUMP | 55000.00000 55000.00| | PRESENT STRUCTURE, REMOVE , SLABTOP | | | CULVERT | | | 0014 202-74035 3.000 EACH | 75.00000 225.00| | SIGN, REMOVE | | | 0016 202-96133 50.000 LFT | 15.00000 750.00| | PIPE, REMOVE | | | 0017 203-02000 650.000 CYS | 30.00000 19500.00| | EXCAVATION, COMMON | | | 0018 205-03371 10.000 CYS | 30.00000 300.00| | SEDIMENT, REMOVE | | | 0019 205-06934 2.000 TON | 675.00000 1350.00| | TEMPORARY MULCHING | | | 0020 205-06937 430.000 LFT | 4.00000 1720.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -11 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-09543 100.000 TON | 45.00000 4500.00| | NO 2 STONE | | | 0022 206-93520 1950.000 SFT | 25.00000 48750.00| | TEMPORARY SHEET PILING | | | 0023 207-08263 783.000 SYS | 30.00000 23490.00| | SUBGRADE TREATMENT, TYPE IA | | | 0024 207-08267 64.000 SYS | 23.00000 1472.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-02050 163.000 CYS | 70.00000 11410.00| | B BORROW | | | 0026 211-09265 600.000 CYS | 65.00000 39000.00| | STRUCTURAL BACKFILL, TYPE 2 | | | 0027 301-07448 880.000 TON | 35.00000 30800.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 306-08043 1200.000 SYS | 6.00000 7200.00| | MILLING, TRANSITION | | | 0029 402-07433 139.000 TON | 72.00000 10008.00| | HMA SURFACE, TYPE B | | | 0030 402-07438 267.000 TON | 63.00000 16821.00| | HMA INTERMEDIATE, TYPE B | | | 0031 402-07453 54.000 TON | 97.00000 5238.00| | HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 1.000 TON | 510.68000 510.68| | ASPHALT FOR TACK COAT | | | 0033 601-01848 1.000 EACH | 2100.00000 2100.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0034 601-02206 163.000 LFT | 12.00000 1956.00| | TEMPORARY GUARDRAIL, W BEAM, 6FT-3 IN | | | SPACING | | | 0035 601-06854 1.000 EACH | 3400.00000 3400.00| | GUARDRAIL, W-BEAM, NESTED , TEMPORARY | | | 0036 601-94689 3.000 EACH | 2650.00000 7950.00| | GUARDRAIL END TREATMENT, OS | | | 0037 601-97080 2.000 EACH | 2200.00000 4400.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 388.000 LFT | 18.50000 7178.00| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0039 610-07487 18.000 TON | 127.29000 2291.22| | HMA FOR APPROACHES, TYPE B | | | 0040 615-06490 20.000 EACH | 140.00000 2800.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -12 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 615-06505 2.000 EACH | 800.00000 1600.00| | MONUMENT, B | | | 0042 615-06530 1.000 EACH | 800.00000 800.00| | BENCH MARK POST | | | 0043 616-02320 966.000 SYS | 3.50000 3381.00| | GEOTEXTILES | | | 0044 616-05688 26.000 TON | 60.00000 1560.00| | RIPRAP, CLASS 1 | | | 0045 616-06451 295.000 TON | 40.00000 11800.00| | RIPRAP, UNIFORM | | | 0046 621-01004 2.000 EACH | 675.00000 1350.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-02770 651.000 SYS | 2.00000 1302.00| | EROSION CONTROL BLANKET | | | 0048 621-06545 1.000 TON | 650.00000 650.00| | FERTILIZER | | | 0049 621-06553 74.000 LBS | 5.00000 370.00| | SEED MIXTURE, R | | | 0050 621-06557 95.000 LBS | 1.00000 95.00| | SEED MIXTURE, T | | | 0051 621-06565 1.000 TON | 675.00000 675.00| | MULCHING MATERIAL | | | 0052 628-09402 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, B | | | 0053 714-01634 58.000 LFT | 1725.00000 100050.00| | STRUCTURE, PRECAST, RC, BOX SECTION 7FT | | | X 4FT | | | 0054 714-08514 135.000 SFT | 175.00000 23625.00| | WINGWALL | | | 0055 722-60824 1120.000 SYS | 6.00000 6720.00| | SURFACE MILLING | | | 0056 801-01851 LUMP | 30000.00000 30000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0057 801-03290 2.000 EACH | 295.00000 590.00| | CONSTRUCTION SIGN, C | | | 0058 801-06207 4990.000 LFT | 1.25000 6237.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06577 24.000 LFT | 11.00000 264.00| | TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 240 -13 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -30553-A COUNTIES : SULLIVAN LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06640 16.000 EACH | 179.00000 2864.00| | CONSTRUCTION SIGN, A | | | 0061 801-06645 2.000 EACH | 95.00000 190.00| | CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0063 801-07119 16.000 LFT | 21.00000 336.00| | BARRICADE, III-B | | | 0064 801-08401 385.000 LFT | 60.00000 23100.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0065 801-08508 100.000 LFT | 65.00000 6500.00| | TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0066 802-05701 12.000 LFT | 14.00000 168.00| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0067 802-05702 49.000 LFT | 9.00000 441.00| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0068 802-09838 6.000 SFT | 26.00000 156.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0069 802-09840 22.000 SFT | 20.00000 440.00| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0070 808-06703 970.000 LFT | 1.75000 1697.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-06716 485.000 LFT | 1.35000 654.75| | LINE, REMOVE | | | 0072 808-75240 110.000 LFT | 3.50000 385.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0073 808-75245 530.000 LFT | 1.75000 927.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0074 808-75996 10.000 EACH | 25.00000 250.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 12.000 EACH | 200.00000 2400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 617,718.24| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 617,718.24| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 246 -1 VENDOR RANKING CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT, W/NEW SIGNALS COMPLETION DATE : 07/30/11 LOCATION : AT INTERSECTION OF LAYAYETTE AND PARK AVENUE PROJECT(S) : 0600660 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 777,022.06 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 859,574.16 110.6242% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 246 -2 TABULATION OF BIDS CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 11235.00000 11235.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 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| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 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| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 21967.05000 21967.05| 42000.00000 42000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 5906.25000 5906.25| 8000.00000 8000.00| CLEARING RIGHT OF WAY | | | 0010 203-02000 823.000 CYS | 63.00000 51849.00| 55.00000 45265.00| EXCAVATION, COMMON | | | 0011 205-03371 5.000 CYS | 33.60000 168.00| 85.00000 425.00| SEDIMENT, REMOVE | | | 0012 205-06933 6.000 EACH | 131.25000 787.50| 125.00000 750.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 1125.000 LFT | 2.64000 2970.00| 1.60000 1800.00| TEMPORARY SILT FENCE | | | 0014 207-08264 430.000 SYS | 11.55000 4966.50| 19.50000 8385.00| SUBGRADE TREATMENT, TYPE II | | | 0015 207-08267 898.000 SYS | 11.03000 9904.94| 21.25000 19082.50| SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-09264 73.000 CYS | 21.00000 1533.00| 85.00000 6205.00| STRUCTURAL BACKFILL, TYPE 1 | | | 0018 301-07448 450.000 TON | 22.05000 9922.50| 27.00000 12150.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 304-07492 290.000 TON | 69.81000 20244.90| 72.50000 21025.00| WIDENING WITH HMA, TYPE A | | | 0020 306-08034 365.000 SYS | 9.89000 3609.85| 8.50000 3102.50| MILLING, ASPHALT, 1 1/2 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 246 -3 TABULATION OF BIDS CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 306-08037 200.000 SYS | 10.41000 2082.00| 8.50000 1700.00| MILLING, ASPHALT, 3 IN | | | 0022 306-08043 101.000 SYS | 18.76000 1894.76| 8.50000 858.50| MILLING, TRANSITION | | | 0023 401-07321 750.000 TON | 75.30000 56475.00| 71.50000 53625.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07390 1275.000 TON | 60.00000 76500.00| 65.50000 83512.50| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07407 1800.000 TON | 53.43000 96174.00| 63.50000 114300.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0026 402-07450 1022.000 TON | 55.56000 56782.32| 81.25000 83037.50| HMA WEDGE AND LEVEL, TYPE A | | | 0027 406-05520 6.800 TON | 675.88000 4595.98| 475.00000 3230.00| ASPHALT FOR TACK COAT | | | 0028 601-06035 14.000 LFT | 47.25000 661.50| 47.50000 665.00| GUARDRAIL, RESET | | | 0029 601-07050 1.000 EACH | 2877.00000 2877.00| 2900.00000 2900.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0030 604-91531 73.000 SYS | 46.73000 3411.29| 47.00000 3431.00| SIDEWALK, CONCRETE, 4 IN | | | 0031 605-06120 223.000 LFT | 37.80000 8429.40| 29.00000 6467.00| CURB, CONCRETE | | | 0032 605-06140 267.000 LFT | 40.95000 10933.65| 32.00000 8544.00| CURB AND GUTTER, CONCRETE | | | 0033 610-07487 688.000 TON | 100.02000 68813.76| 84.50000 58136.00| HMA FOR APPROACHES, TYPE B | | | 0034 611-06497 5.000 EACH | 204.75000 1023.75| 205.00000 1025.00| MAILBOX ASSEMBLY, SINGLE | | | 0035 621-01004 1.000 EACH | 834.75000 834.75| 850.00000 850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06560 500.000 SYS | 2.78000 1390.00| 3.00000 1500.00| MULCHED SEEDING, U | | | 0037 621-06567 1.000 kGAL | 0.10000 0.10| 0.10000 0.10| WATER | | | 0038 621-06575 70.000 SYS | 21.00000 1470.00| 26.00000 1820.00| SODDING, NURSERY | | | 0039 628-09401 8.000 MOS | 1575.00000 12600.00| 1900.00000 15200.00| FIELD OFFICE, A | | | 0040 715-05149 118.000 LFT | 42.00000 4956.00| 65.00000 7670.00| PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0041 715-05152 129.000 LFT | 43.05000 5553.45| 68.00000 8772.00| PIPE, TYPE 2, CIRCULAR, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 246 -4 TABULATION OF BIDS CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 715-08305 15.000 TON | 231.00000 3465.00| 290.00000 4350.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0043 715-09064 247.000 LFT | 5.93000 1464.71| 10.00000 2470.00| VIDEO INSPECTION FOR PIPE | | | 0044 720-44000 8.000 EACH | 288.75000 2310.00| 550.00000 4400.00| CASTING, ADJUST TO GRADE | | | 0045 720-45075 1.000 EACH | 2341.50000 2341.50| 2000.00000 2000.00| INLET, R13 | | | 0046 720-45105 1.000 EACH | 1890.00000 1890.00| 2200.00000 2200.00| INLET, A2, MODIFIED | | | 0047 720-93409 1.000 EACH | 2730.00000 2730.00| 2200.00000 2200.00| INLET, B15, MODIFIED | | | 0048 720-94847 1.000 EACH | 2341.50000 2341.50| 2000.00000 2000.00| INLET, R13, MODIFIED | | | 0049 720-98555 2.000 EACH | 2730.00000 5460.00| 2200.00000 4400.00| INLET, C15 | | | 0050 801-03290 4.000 EACH | 236.25000 945.00| 235.00000 940.00| CONSTRUCTION SIGN, C | | | 0051 801-06640 8.000 EACH | 189.00000 1512.00| 190.00000 1520.00| CONSTRUCTION SIGN, A | | | 0052 801-06645 4.000 EACH | 89.25000 357.00| 90.00000 360.00| CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP | 56030.42000 56030.42| 64300.00000 64300.00| MAINTAINING TRAFFIC | | | 0054 802-05701 75.000 LFT | 12.18000 913.50| 16.00000 1200.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0055 802-09838 110.750 SFT | 11.55000 1279.16| 20.00000 2215.00| SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0056 802-09840 9.000 SFT | 11.81000 106.29| 26.50000 238.50| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0057 805-01300 1.000 EACH | 1312.50000 1312.50| 1485.00000 1485.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0058 805-01815 4.000 EACH | 1758.75000 7035.00| 1900.00000 7600.00| SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0059 805-01842 6.000 EACH | 630.00000 3780.00| 850.00000 5100.00| HANDHOLE, SIGNAL | | | 0060 805-01844 406.000 LFT | 9.45000 3836.70| 21.25000 8627.50| CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 246 -5 TABULATION OF BIDS CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 805-01879 1.000 EACH | 630.00000 630.00| 585.00000 585.00| SIGNAL SERVICE, INSTALL | | | 0062 805-09471 32.000 EACH | 299.25000 9576.00| 285.00000 9120.00| SIGNAL CABLE, PREFORMED PAVE-OVER LOOP | | | 0063 805-78100 1.000 EACH | 7980.00000 7980.00| 11875.00000 11875.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0064 805-78205 4.000 EACH | 525.00000 2100.00| 550.00000 2200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0065 805-78230 4.000 EACH | 855.75000 3423.00| 885.00000 3540.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0066 805-78415 4.000 EACH | 1732.50000 6930.00| 1525.00000 6100.00| SPAN, CATENARY, AND TETHER | | | 0067 805-78420 4.000 EACH | 236.25000 945.00| 285.00000 1140.00| DISCONNECT HANGER | | | 0068 805-78467 22.000 LFT | 2.89000 63.58| 3.20000 70.40| SIGNAL CABLE, 3C 8GA | | | 0069 805-78485 175.000 LFT | 1.73000 302.75| 1.70000 297.50| SIGNAL CABLE, 5C 14GA | | | 0070 805-78490 600.000 LFT | 2.05000 1230.00| 1.90000 1140.00| SIGNAL CABLE, 7C 14GA | | | 0071 805-78510 1100.000 LFT | 0.79000 869.00| 0.85000 935.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0073 805-78925 1.000 EACH | 603.75000 603.75| 1275.00000 1275.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0074 805-81032 4.000 EACH | 3885.00000 15540.00| 4030.00000 16120.00| SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0075 808-75205 4302.000 LFT | 0.37000 1591.74| 0.37000 1591.74| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0076 808-75245 1816.000 LFT | 0.37000 671.92| 0.37000 671.92| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0077 808-75297 108.000 LFT | 4.62000 498.96| 4.65000 502.20| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0078 808-75320 6.000 EACH | 57.75000 346.50| 60.00000 360.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0079 808-75325 2.000 EACH | 84.00000 168.00| 85.00000 170.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 246 -6 TABULATION OF BIDS CALL ORDER : 246 CONTRACT ID : R -31160-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 808-92027 1621.000 LFT | 1.53000 2480.13| 1.55000 2512.55| LINE, THERMO, SOLID, YELLOW, 8 IN | | | 0081 808-96016 240.000 LFT | 2.31000 554.40| 2.35000 564.00| LINE, THERMOPLASTIC SOLID, YELLOW, 12 I | | | 0082 207-09934 4229.000 SYS | 13.65000 57725.85| 9.25000 39118.25| SUBGRADE TREATMENT, TYPE IB | | | 0083 805-09539 4.000 EACH | 288.00000 1152.00| 410.00000 1640.00| LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | SECTION TOTALS | $ 777,022.06| $ 859,574.16| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 777,022.06| $ 859,574.16| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -1 VENDOR RANKING CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ROAD AND BRIDGE REHABILITATION COMPLETION DATE : 09/29/12 LOCATION : ON US 52 FROM WABASH RIVER TO 2.31 MILES EAST OF THE PROJECT(S) : 0100699 WABASH RIVER AT BEECH DRIVE 0201210 0201211 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTRUCTION COMPANY $ 11,364,402.25 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 11,857,502.00 104.3390% 3 35-1875662 CRIDER & CRIDER INC $ 12,064,369.59 106.1593% 4 35-1917625 MILESTONE CONTRACTORS LP $ 12,194,607.06 107.3053% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -2 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT, CONCRETE | | | 0001 105-06845 LUMP | 796395.27000 796395.27| 105000.00000 105000.00| 722000.00000 722000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 5.000 EACH | 150.00000 750.00| 100.00000 500.00| 200.00000 1000.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 145.000 MOS | 80.00000 11600.00| 100.00000 14500.00| 50.00000 7250.00 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 568220.00000 568220.00| 592866.00000 592866.00| 600000.00000 600000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 113644.00000 113644.00| 118573.20000 118573.20| 120000.00000 120000.00 CLEARING RIGHT OF WAY | | | 0015 202-01066 6298.000 SYS | 30.00000 188940.00| 20.50000 129109.00| 20.50000 129109.00 HYDRO DEMOLITION | | | 0016 202-02240 777.000 SYS | 15.00000 11655.00| 15.00000 11655.00| 15.00000 11655.00 PAVEMENT REMOVAL | | | 0017 202-02240 68680.000 SYS | 5.00000 343400.00| 4.90000 336532.00| 7.50000 515100.00 PAVEMENT REMOVAL , CONCRETE | | | 0018 202-02278 3600.000 LFT | 2.35000 8460.00| 7.26000 26136.00| 4.00000 14400.00 CURB, CONCRETE, REMOVE | | | 0019 202-02286 66.000 EACH | 81.31000 5366.46| 326.22000 21530.52| 200.00000 13200.00 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -3 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-51328 LUMP | 85000.00000 85000.00| 50000.00000 50000.00| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0021 202-51328 LUMP | 35000.00000 35000.00| 70000.00000 70000.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0022 202-51328 LUMP | 50000.00000 50000.00| 70000.00000 70000.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0023 202-51328 LUMP | 80000.00000 80000.00| 50000.00000 50000.00| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0024 202-51368 673.000 SYS | 23.08000 15532.84| 25.00000 16825.00| 25.00000 16825.00 SLOPEWALL, REMOVE | | | 0025 202-51822 6298.000 SYS | 2.82000 17760.36| 4.25000 26766.50| 3.25000 20468.50 BRIDGE DECK OVERLAY, REMOVE | | | 0026 202-74045 72.000 EACH | 66.37000 4778.64| 65.00000 4680.00| 65.00000 4680.00 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0027 202-96133 3601.000 LFT | 2.92000 10514.92| 15.00000 54015.00| 8.97000 32300.97 PIPE, REMOVE | | | 0028 203-02000 21092.000 CYS | 12.00000 253104.00| 13.37000 282000.04| 20.00000 421840.00 EXCAVATION, COMMON | | | 0029 203-02070 116.000 CYS | 0.01000 1.16| 30.00000 3480.00| 30.00000 3480.00 BORROW | | | 0030 205-02236 29.000 EACH | 90.00000 2610.00| 85.00000 2465.00| 90.00000 2610.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0031 205-02237 22.000 EACH | 100.00000 2200.00| 85.00000 1870.00| 100.00000 2200.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0033 205-06931 895.000 TON | 49.90000 44660.50| 50.00000 44750.00| 30.00000 26850.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0034 205-06937 5331.000 LFT | 3.68000 19618.08| 1.40000 7463.40| 1.17000 6237.27 TEMPORARY SILT FENCE | | | 0035 206-51230 60.000 CYS | 19.03000 1141.80| 25.00000 1500.00| 25.00000 1500.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0036 207-08263 93180.000 SYS | 4.50000 419310.00| 5.99000 558148.20| 4.50000 419310.00 SUBGRADE TREATMENT, TYPE IA | | | 0037 207-08267 11565.000 SYS | 5.97000 69043.05| 10.15000 117384.75| 3.00000 34695.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0038 211-06467 66.000 CYS | 33.98000 2242.68| 32.00000 2112.00| 32.00000 2112.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -4 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 211-09264 2730.000 CYS | 13.02000 35544.60| 19.86000 54217.80| 13.64000 37237.20 STRUCTURAL BACKFILL, TYPE 1 | | | 0040 213-09269 225.000 CYS | 99.09000 22295.25| 90.00000 20250.00| 90.00000 20250.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0041 301-07448 5020.000 TON | 11.83000 59386.60| 10.77000 54065.40| 15.00000 75300.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0042 302-06464 18787.000 CYS | 30.12000 565864.44| 38.51000 723487.37| 27.50000 516642.50 SUBBASE FOR PCCP | | | 0043 302-07455 137.200 CYS | 48.70000 6681.64| 34.00000 4664.80| 34.00000 4664.80 DENSE GRADED SUBBASE | | | 0044 306-08042 12365.000 SYS | 0.55000 6800.75| 1.20000 14838.00| 1.00000 12365.00 MILLING, SCARIFICATION/PROFILE | | | 0045 306-08043 245.000 SYS | 1.87000 458.15| 7.78000 1906.10| 1.00000 245.00 MILLING, TRANSITION | | | 0046 306-08159 10970.000 SYS | 1.53000 16784.10| 0.86000 9434.20| 1.00000 10970.00 MILLING ASPHALT , 4.5 IN. DEPTH | | | 0047 401-06264 LUMP | 1000.00000 1000.00| 5825.00000 5825.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0048 401-07320 1090.000 TON | 81.00000 88290.00| 85.00000 92650.00| 81.00000 88290.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0049 401-07334 1790.000 TON | 69.00000 123510.00| 86.00000 153940.00| 69.00000 123510.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0050 401-07403 3580.000 TON | 57.00000 204060.00| 65.00000 232700.00| 57.00000 204060.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0051 401-07406 3924.000 TON | 60.00000 235440.00| 58.00000 227592.00| 60.00000 235440.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0052 406-05520 23.000 TON | 400.00000 9200.00| 550.00000 12650.00| 400.00000 9200.00 ASPHALT FOR TACK COAT | | | 0053 501-06266 LUMP | 7415.02000 7415.02| 7225.00000 7225.00| 9785.57000 9785.57 PROFILOGRAPH, PCCP | | | 0054 501-06321 75140.000 SYS | 30.25000 2272985.00| 32.79000 2463840.60| 36.96000 2777174.40 QC/QA-PCCP, 10 IN | | | 0056 503-05240 41880.000 LFT | 8.50000 355980.00| 11.30000 473244.00| 9.12000 381945.60 D-1 CONTRACTION JOINT | | | 0057 503-05310 315.000 LFT | 145.00000 45675.00| 181.80000 57267.00| 158.06000 49788.90 TERMINAL JOINT | | | 0058 601-01115 45.310 LFT | 52.00000 2356.12| 45.00000 2038.95| 45.00000 2038.95 GUARDRAIL, W BEAM, 1 FT 6.75 IN SPACING | | | 0059 601-01522 16.000 EACH | 2000.00000 32000.00| 1840.00000 29440.00| 1840.00000 29440.00 GUARDRAIL TRANSITION TYPE TGB | | | 0060 601-01700 1.000 EACH | 1900.00000 1900.00| 1990.00000 1990.00| 1990.00000 1990.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -5 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-02241 7138.000 LFT | 3.80000 27124.40| 3.50000 24983.00| 3.50000 24983.00 GUARDRAIL, REMOVE | | | 0062 601-94689 14.000 EACH | 2500.00000 35000.00| 2470.00000 34580.00| 2470.00000 34580.00 GUARDRAIL END TREATMENT, OS | | | 0063 601-94690 5.000 EACH | 3400.00000 17000.00| 3640.00000 18200.00| 3640.00000 18200.00 GUARDRAIL END TREATMENT, MS | | | 0064 601-99105 4050.000 LFT | 20.00000 81000.00| 16.00000 64800.00| 16.00000 64800.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0065 601-99108 725.000 LFT | 26.00000 18850.00| 24.00000 17400.00| 24.00000 17400.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0066 602-06729 84.000 EACH | 20.00000 1680.00| 13.00000 1092.00| 13.00000 1092.00 BARRIER DELINEATOR | | | 0067 603-03829 416.000 LFT | 82.00000 34112.00| 82.00000 34112.00| 82.00000 34112.00 FENCE , CHAIN LINK, 67 IN | | | 0069 604-91531 815.000 SYS | 32.00000 26080.00| 22.49000 18329.35| 30.00000 24450.00 SIDEWALK, CONCRETE, 4 IN | | | 0070 605-06090 900.000 LFT | 16.50000 14850.00| 20.82000 18738.00| 10.00000 9000.00 CURB, INTEGRAL, CONCRETE | | | 0071 605-06140 3335.000 LFT | 12.00000 40020.00| 17.57000 58595.95| 13.00000 43355.00 CURB AND GUTTER, CONCRETE | | | 0072 605-94811 8.000 EACH | 216.00000 1728.00| 764.73000 6117.84| 50.00000 400.00 CURB TURNOUT | | | 0073 609-06259 787.900 SYS | 70.00000 55153.00| 67.00000 52789.30| 67.00000 52789.30 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0074 610-09108 942.000 SYS | 45.00000 42390.00| 75.19000 70828.98| 45.00000 42390.00 PCCP FOR APPROACHES, 9 IN , DRIVEWAYS | | | 0075 615-06510 5.000 EACH | 425.00000 2125.00| 410.00000 2050.00| 410.00000 2050.00 MONUMENT, C | | | 0076 615-06515 27.000 EACH | 125.00000 3375.00| 110.00000 2970.00| 110.00000 2970.00 MONUMENT, D | | | 0077 616-02320 2626.000 SYS | 2.57000 6748.82| 5.50000 14443.00| 3.51000 9217.26 GEOTEXTILES | | | 0078 616-06405 1078.000 TON | 20.93000 22562.54| 42.00000 45276.00| 42.02000 45297.56 RIPRAP, REVETMENT | | | 0079 616-06451 670.000 TON | 44.09000 29540.30| 81.48000 54591.60| 44.00000 29480.00 RIPRAP, UNIFORM | | | 0080 616-51367 673.000 SYS | 34.53000 23238.69| 48.00000 32304.00| 48.00000 32304.00 SLOPEWALL, CONCRETE, 4 IN | | | 0081 616-93772 6.000 EACH | 97.37000 584.22| 100.00000 600.00| 100.00000 600.00 INSPECTION HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -6 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 619-09429 1262.000 SFT | 9.45000 11925.90| 6.50000 8203.00| 6.50000 8203.00 CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | | QP-2 , STR. NO. 4 | | | 0083 619-09429 1182.000 SFT | 10.10000 11938.20| 6.75000 7978.50| 6.75000 7978.50 CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | | QP-2 , STR. NO. 2 | | | 0084 619-09429 1205.000 SFT | 9.90000 11929.50| 6.98000 8410.90| 6.98000 8410.90 CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | | QP-2 , STR. NO. 3 | | | 0085 619-09437 1262.000 SFT | 3.70000 4669.40| 3.50000 4417.00| 3.50000 4417.00 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | | STR. NO. 4 | | | 0086 619-09437 1182.000 SFT | 3.90000 4609.80| 3.50000 4137.00| 3.50000 4137.00 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | | STR. NO. 2 | | | 0087 619-09437 1205.000 SFT | 3.85000 4639.25| 3.42000 4121.10| 3.42000 4121.10 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | | STR. NO. 3 | | | 0088 621-01004 15.000 EACH | 375.00000 5625.00| 900.00000 13500.00| 375.00000 5625.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0089 621-06554 2346.000 LBS | 3.86000 9055.56| 3.55000 8328.30| 3.86000 9055.56 SEED MIXTURE, U | | | 0091 621-06574 249.000 SYS | 2.39000 595.11| 2.75000 684.75| 2.39000 595.11 SODDING | | | 0092 621-06575 28770.000 SYS | 2.39000 68760.30| 2.75000 79117.50| 2.39000 68760.30 SODDING, NURSERY | | | 0093 628-09403 29.000 MOS | 2100.00000 60900.00| 2400.00000 69600.00| 1500.00000 43500.00 FIELD OFFICE, C | | | 0094 628-09407 58.000 MOS | 200.00000 11600.00| 225.00000 13050.00| 60.00000 3480.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , TWO EACH | | | 0095 702-04325 LUMP | 30427.96000 30427.96| 15000.00000 15000.00| 30000.00000 30000.00 TEMPORARY SHORING , STR. NO. 4 | | | 0096 702-04325 LUMP | 26807.11000 26807.11| 15000.00000 15000.00| 30000.00000 30000.00 TEMPORARY SHORING , STR. NO. 3 | | | 0097 702-51005 49.000 CYS | 1248.57000 61179.93| 650.00000 31850.00| 550.00000 26950.00 CONCRETE, A, SUBSTRUCTURE | | | 0098 702-51100 9578.000 LBS | 4.00000 38312.00| 9.00000 86202.00| 9.00000 86202.00 DRAIN PIPE, CAST IRON, 6 IN | | | 0099 702-51110 1536.000 LBS | 2.96000 4546.56| 8.50000 13056.00| 8.50000 13056.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -7 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 702-51863 7116.000 EACH | 8.47000 60272.52| 7.50000 53370.00| 7.50000 53370.00 FIELD DRILLED HOLE IN CONCRETE | | | 0101 703-06028 4019.000 LBS | 0.69000 2773.11| 1.10000 4420.90| 1.10000 4420.90 REINFORCING BARS | | | 0102 703-06029 153140.000 LBS | 0.77000 117917.80| 1.10000 168454.00| 1.10000 168454.00 REINFORCING BARS, EPOXY COATED | | | 0103 704-51002 89.100 CYS | 2106.42000 187682.02| 700.00000 62370.00| 650.00000 57915.00 CONCRETE, C, SUPERSTRUCTURE | | | 0104 706-05732 8.000 EACH | 1348.05000 10784.40| 1600.00000 12800.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0105 706-05734 8.000 EACH | 2153.89000 17231.12| 1600.00000 12800.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0106 706-51020 279.300 CYS | 199.80000 55804.14| 550.00000 153615.00| 500.00000 139650.00 CONCRETE, C, RAILING | | | 0107 708-51814 528.000 SFT | 9.00000 4752.00| 8.50000 4488.00| 8.50000 4488.00 WELDED STEEL WIRE FABRIC | | | 0108 709-51821 LUMP | 6794.97000 6794.97| 8160.00000 8160.00| 8160.00000 8160.00 SURFACE SEAL , STR. NO. 4 | | | 0109 709-51821 LUMP | 5219.73000 5219.73| 6264.00000 6264.00| 6264.00000 6264.00 SURFACE SEAL , STR. NO. 1 | | | 0110 709-51821 LUMP | 7079.73000 7079.73| 8450.00000 8450.00| 8450.00000 8450.00 SURFACE SEAL , STR. NO. 2 | | | 0111 709-51821 LUMP | 6798.87000 6798.87| 8160.00000 8160.00| 8160.00000 8160.00 SURFACE SEAL , STR. NO. 3 | | | 0112 710-09158 900.000 SFT | 24.58000 22122.00| 28.00000 25200.00| 25.00000 22500.00 PATCHING CONCRETE STRUCTURES | | | 0113 711-51035 1123.000 LBS | 8.54000 9590.42| 9.50000 10668.50| 9.50000 10668.50 STRUCTURAL STEEL | | | 0114 715-02628 2.000 EACH | 398.01000 796.02| 688.64000 1377.28| 500.00000 1000.00 SAFETY METAL END SECTION, 6:1, 15 IN | | | 0115 715-03476 2.000 EACH | 752.81000 1505.62| 1008.73000 2017.46| 800.00000 1600.00 SAFETY METAL END SECTION, 4:1, 24 IN | | | 0116 715-04611 1.000 EACH | 346.09000 346.09| 651.09000 651.09| 500.00000 500.00 SAFETY METAL END SECTION, 4:1, 12 IN | | | 0117 715-05048 34651.000 LFT | 1.98000 68608.98| 3.30000 114348.30| 3.00000 103953.00 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0118 715-05053 8033.000 LFT | 7.87000 63219.71| 9.50000 76313.50| 9.00000 72297.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0119 715-05121 243.000 LFT | 26.66000 6478.38| 28.91000 7025.13| 25.00000 6075.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0120 715-05123 66.000 LFT | 35.12000 2317.92| 39.43000 2602.38| 36.00000 2376.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -8 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 715-05149 1954.000 LFT | 22.41000 43789.14| 43.93000 85839.22| 23.00000 44942.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0122 715-05151 622.000 LFT | 24.11000 14996.42| 27.40000 17042.80| 25.00000 15550.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0123 715-05152 184.000 LFT | 26.95000 4958.80| 30.16000 5549.44| 28.00000 5152.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0124 715-05168 54.000 LFT | 20.26000 1094.04| 31.67000 1710.18| 22.00000 1188.00 PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0125 715-05169 55.000 LFT | 25.28000 1390.40| 33.60000 1848.00| 24.00000 1320.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0126 715-06629 2.000 EACH | 750.00000 1500.00| 2005.19000 4010.38| 2500.00000 5000.00 PIPE END SECTION, MIN. AREA 10.2 SFT. | | | 0128 715-46000 28.000 EACH | 240.10000 6722.80| 308.28000 8631.84| 250.00000 7000.00 PIPE END SECTION, 12 IN | | | 0129 715-46005 3.000 EACH | 259.57000 778.71| 331.36000 994.08| 300.00000 900.00 PIPE END SECTION, 15 IN | | | 0130 715-46010 3.000 EACH | 283.37000 850.11| 347.09000 1041.27| 350.00000 1050.00 PIPE END SECTION, 18 IN | | | 0131 718-06529 61.000 EACH | 526.69000 32128.09| 665.00000 40565.00| 500.00000 30500.00 OUTLET PROTECTOR, 2 | | | 0132 718-06532 42684.000 LFT | 0.85000 36281.40| 0.85000 36281.40| 0.23000 9817.32 VIDEO INSPECTION FOR UNDERDRAINS | | | 0133 718-52610 3136.000 CYS | 29.08000 91194.88| 36.50000 114464.00| 40.00000 125440.00 AGGREGATE FOR UNDERDRAINS | | | 0134 720-44000 8.000 EACH | 456.18000 3649.44| 294.21000 2353.68| 400.00000 3200.00 CASTING, ADJUST TO GRADE | | | 0135 720-45065 15.000 EACH | 2508.42000 37626.30| 2957.67000 44365.05| 2500.00000 37500.00 INLET, N12 | | | 0136 720-45070 9.000 EACH | 2451.67000 22065.03| 2127.02000 19143.18| 1800.00000 16200.00 INLET, P12A | | | 0137 720-45250 17.000 EACH | 2278.72000 38738.24| 1980.18000 33663.06| 1800.00000 30600.00 CATCH BASIN, K10 | | | 0138 722-51401 9985.000 SFT | 12.00000 119820.00| 22.00000 219670.00| 12.00000 119820.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0139 722-51842 6298.000 SYS | 45.00000 283410.00| 55.00000 346390.00| 52.50000 330645.00 BRIDGE DECK OVERLAY | | | 0140 722-51846 226.000 CYS | 550.00000 124300.00| 550.00000 124300.00| 550.00000 124300.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0141 722-51874 80.000 SFT | 51.41000 4112.80| 45.00000 3600.00| 40.00000 3200.00 OVERLAY DAM | | | 0142 722-60824 6298.000 SYS | 1.51000 9509.98| 0.75000 4723.50| 0.70000 4408.60 SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -9 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0143 724-03276 86.000 LFT | 55.05000 4734.30| 400.00000 34400.00| 350.00000 30100.00 STRUCTURAL EXPANSION JOINT SEALING SYS | | | 0144 724-51925 260.000 LFT | 145.00000 37700.00| 250.00000 65000.00| 220.00000 57200.00 STRUCTURAL EXPANSION JOINT, SS | | | 0145 801-03290 16.000 EACH | 265.00000 4240.00| 200.00000 3200.00| 200.00000 3200.00 CONSTRUCTION SIGN, C | | | 0146 801-06203 70649.000 LFT | 0.20000 14129.80| 0.15000 10597.35| 0.15000 10597.35 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0147 801-06207 140309.000 LFT | 0.80000 112247.20| 0.80000 112247.20| 0.80000 112247.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0148 801-06577 1741.000 LFT | 5.00000 8705.00| 4.90000 8530.90| 4.90000 8530.90 TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | 0149 801-06640 199.000 EACH | 155.00000 30845.00| 188.00000 37412.00| 188.00000 37412.00 CONSTRUCTION SIGN, A | | | 0150 801-06775 LUMP | 350000.00000 350000.00| 63682.56000 63682.56| 250000.00000 250000.00 MAINTAINING TRAFFIC | | | 0151 801-07119 876.000 LFT | 10.86000 9513.36| 10.00000 8760.00| 10.00000 8760.00 BARRICADE, III-B | | | 0152 801-08401 3500.000 LFT | 32.04000 112140.00| 63.00000 220500.00| 35.00000 122500.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0153 801-08509 20.000 LFT | 28.01000 560.20| 73.00000 1460.00| 50.00000 1000.00 TEMP TRAFFIC BARRIER, TYPE 3, ANCHORED | | | 0154 801-52818 15.000 EACH | 9292.68000 139390.20| 5400.00000 81000.00| 5000.00000 75000.00 TEMPORARY CROSSOVER, A | | | 0155 802-03821 3.000 EACH | 70.45000 211.35| 69.00000 207.00| 69.00000 207.00 SIGN, SHEET, WITH LEGEND , 24" x 30" | | | 0156 802-05701 1187.000 LFT | 12.05000 14303.35| 11.80000 14006.60| 11.80000 14006.60 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0157 802-07060 72.000 EACH | 66.37000 4778.64| 65.00000 4680.00| 65.00000 4680.00 SIGN, SHEET, RELOCATE | | | 0158 802-09838 73.000 SFT | 11.74000 857.02| 11.50000 839.50| 11.50000 839.50 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0159 805-01842 16.000 EACH | 612.62000 9801.92| 600.00000 9600.00| 600.00000 9600.00 HANDHOLE, SIGNAL | | | 0160 805-01844 2865.000 LFT | 8.17000 23407.05| 8.00000 22920.00| 8.00000 22920.00 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0161 805-01879 1.000 EACH | 612.62000 612.62| 600.00000 600.00| 600.00000 600.00 SIGNAL SERVICE, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -10 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 805-02328 2658.000 LFT | 0.56000 1488.48| 0.55000 1461.90| 0.55000 1461.90 SIGNAL CABLE, 1C 14GA | | | 0163 805-04973 530.000 LFT | 30.63000 16233.90| 30.00000 15900.00| 30.00000 15900.00 CONDUIT , STRAPPED TO BRIDGE STR. NO. 4 | | | 0165 805-09539 19.000 EACH | 342.04000 6498.76| 335.00000 6365.00| 335.00000 6365.00 LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0167 805-78205 5.000 EACH | 469.67000 2348.35| 460.00000 2300.00| 460.00000 2300.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0168 805-78215 3.000 EACH | 459.46000 1378.38| 450.00000 1350.00| 450.00000 1350.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER ARROW, GREEN ARROW | | | 0169 805-78230 3.000 EACH | 842.35000 2527.05| 825.00000 2475.00| 825.00000 2475.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0170 805-78415 2.000 EACH | 1710.22000 3420.44| 1675.00000 3350.00| 1675.00000 3350.00 SPAN, CATENARY, AND TETHER | | | 0171 805-78420 2.000 EACH | 229.73000 459.46| 225.00000 450.00| 225.00000 450.00 DISCONNECT HANGER | | | 0172 805-78485 585.000 LFT | 1.68000 982.80| 1.65000 965.25| 1.65000 965.25 SIGNAL CABLE, 5C 14GA | | | 0173 805-78490 510.000 LFT | 1.94000 989.40| 1.90000 969.00| 1.90000 969.00 SIGNAL CABLE, 7C 14GA | | | 0174 805-78510 7740.000 LFT | 0.87000 6733.80| 0.85000 6579.00| 0.85000 6579.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0175 805-03175 66.000 EACH | 204.21000 13477.86| 200.00000 13200.00| 200.00000 13200.00 PREFORMED LOOP DETECTOR , 6 FT | | | 0176 805-78785 4.000 EACH | 612.62000 2450.48| 600.00000 2400.00| 600.00000 2400.00 SIGNAL DETECTOR HOUSING | | | 0177 805-78795 870.000 LFT | 10.21000 8882.70| 10.00000 8700.00| 10.00000 8700.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0178 805-78925 1.000 EACH | 612.62000 612.62| 600.00000 600.00| 600.00000 600.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0179 805-81060 3.000 EACH | 4390.42000 13171.26| 4300.00000 12900.00| 4300.00000 12900.00 SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0180 805-92504 4.000 EACH | 239.94000 959.76| 235.00000 940.00| 235.00000 940.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0185 808-06701 5140.000 LFT | 0.48000 2467.20| 0.40000 2056.00| 0.40000 2056.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0186 808-06703 5140.000 LFT | 0.48000 2467.20| 0.40000 2056.00| 0.40000 2056.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -11 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0187 808-06716 142050.000 LFT | 0.24000 34092.00| 0.27000 38353.50| 0.27000 38353.50 LINE, REMOVE | | | 0190 808-75067 490.000 LFT | 12.46000 6105.40| 15.00000 7350.00| 15.00000 7350.00 TRANSVERSE MARKING, PREFORMED PLASTIC, | | | STOP LINE , WHITE 24 IN | | | 0191 808-75245 5140.000 LFT | 0.48000 2467.20| 0.40000 2056.00| 0.40000 2056.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0192 808-75996 261.000 EACH | 4.63000 1208.43| 8.40000 2192.40| 5.00000 1305.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0193 808-75998 273.000 EACH | 26.06000 7114.38| 19.65000 5364.45| 19.65000 5364.45 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0194 808-98796 225.000 LFT | 1.55000 348.75| 5.00000 1125.00| 5.00000 1125.00 LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | | 2FT LINE, 4FT GAP | | | 0195 501-06727 LUMP | 8444.16000 8444.16| 4816.00000 4816.00| 4539.34000 4539.34 CORING, PCCP | | | 0196 805-06834 1.000 EACH | 10991.36000 10991.36| 10765.00000 10765.00| 10765.00000 10765.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0197 501-09606 785.000 SYS | 24.03000 18863.55| 72.00000 56520.00| 40.00000 31400.00 QC/QA-PCCP, 8 IN. | | | 0198 503-03489 2600.000 EACH | 15.24000 39624.00| 9.47000 24622.00| 7.75000 20150.00 RETROFITTED TIE BARS | | | 0199 401-07355 95.000 TON | 142.00000 13490.00| 65.00000 6175.00| 142.00000 13490.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | | 0200 621-06545 7.000 TON | 770.00000 5390.00| 650.00000 4550.00| 770.00000 5390.00 FERTILIZER | | | 0201 621-06565 32.000 TON | 295.00000 9440.00| 450.00000 14400.00| 295.00000 9440.00 MULCHING MATERIAL | | | 0202 621-06557 2346.000 LBS | 2.08000 4879.68| 2.07000 4856.22| 2.08000 4879.68 SEED MIXTURE, T | | | 0203 303-01180 14045.000 TON | 10.35000 145365.75| 15.88000 223034.60| 14.03000 197051.35 COMPACTED AGGREGATE, NO. 53 | | | 0204 808-10031 5130.000 LFT | 0.35000 1795.50| 0.68000 3488.40| 0.40000 2052.00 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0205 808-10033 19435.000 LFT | 0.35000 6802.25| 0.68000 13215.80| 0.40000 7774.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0206 808-10034 17620.000 LFT | 0.35000 6167.00| 0.68000 11981.60| 0.40000 7048.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0207 808-10037 595.000 LFT | 0.70000 416.50| 3.75000 2231.25| 1.00000 595.00 LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -12 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1875662 |WALSH CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0208 808-10059 30.000 LFT | 3.00000 90.00| 5.00000 150.00| 5.00000 150.00 LINE, MULTI-COMP, SOLID, YELLOW, 12 IN. | | | 0209 808-10077 42.000 EACH | 115.00000 4830.00| 225.00000 9450.00| 150.00000 6300.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0210 402-07434 580.000 TON | 87.00000 50460.00| 85.00000 49300.00| 87.00000 50460.00 HMA SURFACE, TYPE C | | | 0211 402-07442 4359.000 TON | 64.00000 278976.00| 66.00000 287694.00| 64.00000 278976.00 HMA BASE, TYPE C | | | 0212 610-07488 310.000 TON | 100.00000 31000.00| 145.00000 44950.00| 100.00000 31000.00 HMA FOR APPROACHES, TYPE C | | | 0213 714-06279 90.000 LFT | 343.31000 30897.90| 376.00000 33840.00| 448.30000 40347.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 8FTX 3FT | | | 0214 801-02595 19.000 EACH | 102.10000 1939.90| 100.00000 1900.00| 100.00000 1900.00 CONTROLLER, RESET TIMING | | | 0215 801-53072 LUMP | 10720.79000 10720.79| 10500.00000 10500.00| 10500.00000 10500.00 TEMPORARY TRAFFIC SIGNAL | | | 0216 801-94295 91.000 EACH | 127.63000 11614.33| 125.00000 11375.00| 125.00000 11375.00 SIGNAL HEAD, RELOCATE | | | 0217 805-01815 3.000 EACH | 1786.80000 5360.40| 1750.00000 5250.00| 1750.00000 5250.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0218 805-01300 3.000 EACH | 2500.00000 7500.00| 1000.00000 3000.00| 1000.00000 3000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | SECTION TOTALS | $ 11,364,402.25| $ 11,857,502.00| $ 12,064,369.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,364,402.25| $ 11,857,502.00| $ 12,064,369.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -13 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT, CONCRETE | | | 0001 105-06845 LUMP | 120000.00000 120000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 5.000 EACH | 90.00000 450.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 145.000 MOS | 120.00000 17400.00| | 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 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 531000.00000 531000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 120000.00000 120000.00| | CLEARING RIGHT OF WAY | | | 0015 202-01066 6298.000 SYS | 20.50000 129109.00| | HYDRO DEMOLITION | | | 0016 202-02240 777.000 SYS | 15.00000 11655.00| | PAVEMENT REMOVAL | | | 0017 202-02240 68680.000 SYS | 5.50000 377740.00| | PAVEMENT REMOVAL , CONCRETE | | | 0018 202-02278 3600.000 LFT | 6.50000 23400.00| | CURB, CONCRETE, REMOVE | | | 0019 202-02286 66.000 EACH | 300.00000 19800.00| | PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -14 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-51328 LUMP | 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0021 202-51328 LUMP | 80000.00000 80000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0022 202-51328 LUMP | 80000.00000 80000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0023 202-51328 LUMP | 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0024 202-51368 673.000 SYS | 25.00000 16825.00| | SLOPEWALL, REMOVE | | | 0025 202-51822 6298.000 SYS | 4.25000 26766.50| | BRIDGE DECK OVERLAY, REMOVE | | | 0026 202-74045 72.000 EACH | 35.00000 2520.00| | SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0027 202-96133 3601.000 LFT | 10.00000 36010.00| | PIPE, REMOVE | | | 0028 203-02000 21092.000 CYS | 11.00000 232012.00| | EXCAVATION, COMMON | | | 0029 203-02070 116.000 CYS | 30.00000 3480.00| | BORROW | | | 0030 205-02236 29.000 EACH | 90.00000 2610.00| | TEMPORARY EROSION & SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0031 205-02237 22.000 EACH | 150.00000 3300.00| | TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0033 205-06931 895.000 TON | 55.00000 49225.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0034 205-06937 5331.000 LFT | 1.55000 8263.05| | TEMPORARY SILT FENCE | | | 0035 206-51230 60.000 CYS | 25.00000 1500.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0036 207-08263 93180.000 SYS | 6.15000 573057.00| | SUBGRADE TREATMENT, TYPE IA | | | 0037 207-08267 11565.000 SYS | 8.25000 95411.25| | SUBGRADE TREATMENT, TYPE IIIA | | | 0038 211-06467 66.000 CYS | 32.00000 2112.00| | AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -15 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 211-09264 2730.000 CYS | 25.00000 68250.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0040 213-09269 225.000 CYS | 90.00000 20250.00| | FLOWABLE BACKFILL, NON-REMOVABLE | | | 0041 301-07448 5020.000 TON | 20.00000 100400.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0042 302-06464 18787.000 CYS | 35.00000 657545.00| | SUBBASE FOR PCCP | | | 0043 302-07455 137.200 CYS | 34.00000 4664.80| | DENSE GRADED SUBBASE | | | 0044 306-08042 12365.000 SYS | 1.30000 16074.50| | MILLING, SCARIFICATION/PROFILE | | | 0045 306-08043 245.000 SYS | 9.00000 2205.00| | MILLING, TRANSITION | | | 0046 306-08159 10970.000 SYS | 2.00000 21940.00| | MILLING ASPHALT , 4.5 IN. DEPTH | | | 0047 401-06264 LUMP | 1000.00000 1000.00| | PROFILOGRAPH, HMA | | | 0048 401-07320 1090.000 TON | 81.00000 88290.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0049 401-07334 1790.000 TON | 69.00000 123510.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0050 401-07403 3580.000 TON | 57.00000 204060.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0051 401-07406 3924.000 TON | 60.00000 235440.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0052 406-05520 23.000 TON | 400.00000 9200.00| | ASPHALT FOR TACK COAT | | | 0053 501-06266 LUMP | 7000.00000 7000.00| | PROFILOGRAPH, PCCP | | | 0054 501-06321 75140.000 SYS | 40.00000 3005600.00| | QC/QA-PCCP, 10 IN | | | 0056 503-05240 41880.000 LFT | 8.55000 358074.00| | D-1 CONTRACTION JOINT | | | 0057 503-05310 315.000 LFT | 150.00000 47250.00| | TERMINAL JOINT | | | 0058 601-01115 45.310 LFT | 45.00000 2038.95| | GUARDRAIL, W BEAM, 1 FT 6.75 IN SPACING | | | 0059 601-01522 16.000 EACH | 1840.00000 29440.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0060 601-01700 1.000 EACH | 1990.00000 1990.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -16 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-02241 7138.000 LFT | 3.50000 24983.00| | GUARDRAIL, REMOVE | | | 0062 601-94689 14.000 EACH | 2470.00000 34580.00| | GUARDRAIL END TREATMENT, OS | | | 0063 601-94690 5.000 EACH | 3640.00000 18200.00| | GUARDRAIL END TREATMENT, MS | | | 0064 601-99105 4050.000 LFT | 16.00000 64800.00| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0065 601-99108 725.000 LFT | 24.00000 17400.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0066 602-06729 84.000 EACH | 13.00000 1092.00| | BARRIER DELINEATOR | | | 0067 603-03829 416.000 LFT | 82.00000 34112.00| | FENCE , CHAIN LINK, 67 IN | | | 0069 604-91531 815.000 SYS | 26.78000 21825.70| | SIDEWALK, CONCRETE, 4 IN | | | 0070 605-06090 900.000 LFT | 11.33000 10197.00| | CURB, INTEGRAL, CONCRETE | | | 0071 605-06140 3335.000 LFT | 12.36000 41220.60| | CURB AND GUTTER, CONCRETE | | | 0072 605-94811 8.000 EACH | 865.20000 6921.60| | CURB TURNOUT | | | 0073 609-06259 787.900 SYS | 67.00000 52789.30| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0074 610-09108 942.000 SYS | 45.32000 42691.44| | PCCP FOR APPROACHES, 9 IN , DRIVEWAYS | | | 0075 615-06510 5.000 EACH | 410.00000 2050.00| | MONUMENT, C | | | 0076 615-06515 27.000 EACH | 110.00000 2970.00| | MONUMENT, D | | | 0077 616-02320 2626.000 SYS | 2.13000 5593.38| | GEOTEXTILES | | | 0078 616-06405 1078.000 TON | 36.00000 38808.00| | RIPRAP, REVETMENT | | | 0079 616-06451 670.000 TON | 60.00000 40200.00| | RIPRAP, UNIFORM | | | 0080 616-51367 673.000 SYS | 48.00000 32304.00| | SLOPEWALL, CONCRETE, 4 IN | | | 0081 616-93772 6.000 EACH | 100.00000 600.00| | INSPECTION HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -17 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 619-09429 1262.000 SFT | 6.50000 8203.00| | CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | | QP-2 , STR. NO. 4 | | | 0083 619-09429 1182.000 SFT | 6.75000 7978.50| | CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | | QP-2 , STR. NO. 2 | | | 0084 619-09429 1205.000 SFT | 6.98000 8410.90| | CLEAN STEEL BRIDGE, PARTIAL TYPE 1, | | | QP-2 , STR. NO. 3 | | | 0085 619-09437 1262.000 SFT | 3.50000 4417.00| | PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | | STR. NO. 4 | | | 0086 619-09437 1182.000 SFT | 3.50000 4137.00| | PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | | STR. NO. 2 | | | 0087 619-09437 1205.000 SFT | 3.42000 4121.10| | PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | | STR. NO. 3 | | | 0088 621-01004 15.000 EACH | 375.00000 5625.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0089 621-06554 2346.000 LBS | 3.86000 9055.56| | SEED MIXTURE, U | | | 0091 621-06574 249.000 SYS | 2.39000 595.11| | SODDING | | | 0092 621-06575 28770.000 SYS | 2.80000 80556.00| | SODDING, NURSERY | | | 0093 628-09403 29.000 MOS | 2300.00000 66700.00| | FIELD OFFICE, C | | | 0094 628-09407 58.000 MOS | 115.00000 6670.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , TWO EACH | | | 0095 702-04325 LUMP | 15000.00000 15000.00| | TEMPORARY SHORING , STR. NO. 4 | | | 0096 702-04325 LUMP | 15000.00000 15000.00| | TEMPORARY SHORING , STR. NO. 3 | | | 0097 702-51005 49.000 CYS | 650.00000 31850.00| | CONCRETE, A, SUBSTRUCTURE | | | 0098 702-51100 9578.000 LBS | 9.00000 86202.00| | DRAIN PIPE, CAST IRON, 6 IN | | | 0099 702-51110 1536.000 LBS | 8.50000 13056.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -18 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 702-51863 7116.000 EACH | 7.50000 53370.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0101 703-06028 4019.000 LBS | 1.10000 4420.90| | REINFORCING BARS | | | 0102 703-06029 153140.000 LBS | 1.10000 168454.00| | REINFORCING BARS, EPOXY COATED | | | 0103 704-51002 89.100 CYS | 700.00000 62370.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0104 706-05732 8.000 EACH | 1600.00000 12800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0105 706-05734 8.000 EACH | 1600.00000 12800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0106 706-51020 279.300 CYS | 550.00000 153615.00| | CONCRETE, C, RAILING | | | 0107 708-51814 528.000 SFT | 8.50000 4488.00| | WELDED STEEL WIRE FABRIC | | | 0108 709-51821 LUMP | 8160.00000 8160.00| | SURFACE SEAL , STR. NO. 4 | | | 0109 709-51821 LUMP | 6264.00000 6264.00| | SURFACE SEAL , STR. NO. 1 | | | 0110 709-51821 LUMP | 8450.00000 8450.00| | SURFACE SEAL , STR. NO. 2 | | | 0111 709-51821 LUMP | 8160.00000 8160.00| | SURFACE SEAL , STR. NO. 3 | | | 0112 710-09158 900.000 SFT | 28.00000 25200.00| | PATCHING CONCRETE STRUCTURES | | | 0113 711-51035 1123.000 LBS | 9.50000 10668.50| | STRUCTURAL STEEL | | | 0114 715-02628 2.000 EACH | 540.00000 1080.00| | SAFETY METAL END SECTION, 6:1, 15 IN | | | 0115 715-03476 2.000 EACH | 875.00000 1750.00| | SAFETY METAL END SECTION, 4:1, 24 IN | | | 0116 715-04611 1.000 EACH | 550.00000 550.00| | SAFETY METAL END SECTION, 4:1, 12 IN | | | 0117 715-05048 34651.000 LFT | 2.35000 81429.85| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0118 715-05053 8033.000 LFT | 12.24000 98323.92| | PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0119 715-05121 243.000 LFT | 40.00000 9720.00| | PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0120 715-05123 66.000 LFT | 50.00000 3300.00| | PIPE, TYPE 1, CIRCULAR, 24 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -19 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 715-05149 1954.000 LFT | 30.00000 58620.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0122 715-05151 622.000 LFT | 38.00000 23636.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0123 715-05152 184.000 LFT | 40.00000 7360.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0124 715-05168 54.000 LFT | 30.00000 1620.00| | PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0125 715-05169 55.000 LFT | 38.00000 2090.00| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0126 715-06629 2.000 EACH | 1500.00000 3000.00| | PIPE END SECTION, MIN. AREA 10.2 SFT. | | | 0128 715-46000 28.000 EACH | 450.00000 12600.00| | PIPE END SECTION, 12 IN | | | 0129 715-46005 3.000 EACH | 500.00000 1500.00| | PIPE END SECTION, 15 IN | | | 0130 715-46010 3.000 EACH | 600.00000 1800.00| | PIPE END SECTION, 18 IN | | | 0131 718-06529 61.000 EACH | 561.00000 34221.00| | OUTLET PROTECTOR, 2 | | | 0132 718-06532 42684.000 LFT | 0.87000 37135.08| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0133 718-52610 3136.000 CYS | 32.64000 102359.04| | AGGREGATE FOR UNDERDRAINS | | | 0134 720-44000 8.000 EACH | 700.00000 5600.00| | CASTING, ADJUST TO GRADE | | | 0135 720-45065 15.000 EACH | 3000.00000 45000.00| | INLET, N12 | | | 0136 720-45070 9.000 EACH | 2200.00000 19800.00| | INLET, P12A | | | 0137 720-45250 17.000 EACH | 1500.00000 25500.00| | CATCH BASIN, K10 | | | 0138 722-51401 9985.000 SFT | 22.00000 219670.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0139 722-51842 6298.000 SYS | 55.00000 346390.00| | BRIDGE DECK OVERLAY | | | 0140 722-51846 226.000 CYS | 550.00000 124300.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0141 722-51874 80.000 SFT | 45.00000 3600.00| | OVERLAY DAM | | | 0142 722-60824 6298.000 SYS | 0.75000 4723.50| | SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -20 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0143 724-03276 86.000 LFT | 400.00000 34400.00| | STRUCTURAL EXPANSION JOINT SEALING SYS | | | 0144 724-51925 260.000 LFT | 250.00000 65000.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0145 801-03290 16.000 EACH | 265.00000 4240.00| | CONSTRUCTION SIGN, C | | | 0146 801-06203 70649.000 LFT | 0.21000 14836.29| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0147 801-06207 140309.000 LFT | 0.81000 113650.29| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0148 801-06577 1741.000 LFT | 7.96000 13858.36| | TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" | | | 0149 801-06640 199.000 EACH | 155.00000 30845.00| | CONSTRUCTION SIGN, A | | | 0150 801-06775 LUMP | 200000.00000 200000.00| | MAINTAINING TRAFFIC | | | 0151 801-07119 876.000 LFT | 11.00000 9636.00| | BARRICADE, III-B | | | 0152 801-08401 3500.000 LFT | 70.00000 245000.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0153 801-08509 20.000 LFT | 80.00000 1600.00| | TEMP TRAFFIC BARRIER, TYPE 3, ANCHORED | | | 0154 801-52818 15.000 EACH | 9000.00000 135000.00| | TEMPORARY CROSSOVER, A | | | 0155 802-03821 3.000 EACH | 75.00000 225.00| | SIGN, SHEET, WITH LEGEND , 24" x 30" | | | 0156 802-05701 1187.000 LFT | 9.25000 10979.75| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0157 802-07060 72.000 EACH | 52.00000 3744.00| | SIGN, SHEET, RELOCATE | | | 0158 802-09838 73.000 SFT | 14.50000 1058.50| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0159 805-01842 16.000 EACH | 822.00000 13152.00| | HANDHOLE, SIGNAL | | | 0160 805-01844 2865.000 LFT | 12.20000 34953.00| | CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0161 805-01879 1.000 EACH | 615.00000 615.00| | SIGNAL SERVICE, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -21 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 805-02328 2658.000 LFT | 0.47000 1249.26| | SIGNAL CABLE, 1C 14GA | | | 0163 805-04973 530.000 LFT | 2.00000 1060.00| | CONDUIT , STRAPPED TO BRIDGE STR. NO. 4 | | | 0165 805-09539 19.000 EACH | 415.00000 7885.00| | LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0167 805-78205 5.000 EACH | 433.00000 2165.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0168 805-78215 3.000 EACH | 433.00000 1299.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER ARROW, GREEN ARROW | | | 0169 805-78230 3.000 EACH | 753.00000 2259.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0170 805-78415 2.000 EACH | 1577.00000 3154.00| | SPAN, CATENARY, AND TETHER | | | 0171 805-78420 2.000 EACH | 232.00000 464.00| | DISCONNECT HANGER | | | 0172 805-78485 585.000 LFT | 1.23000 719.55| | SIGNAL CABLE, 5C 14GA | | | 0173 805-78490 510.000 LFT | 1.38000 703.80| | SIGNAL CABLE, 7C 14GA | | | 0174 805-78510 7740.000 LFT | 0.80000 6192.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0175 805-03175 66.000 EACH | 395.00000 26070.00| | PREFORMED LOOP DETECTOR , 6 FT | | | 0176 805-78785 4.000 EACH | 635.00000 2540.00| | SIGNAL DETECTOR HOUSING | | | 0177 805-78795 870.000 LFT | 6.80000 5916.00| | SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0178 805-78925 1.000 EACH | 940.00000 940.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0179 805-81060 3.000 EACH | 4375.00000 13125.00| | SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0180 805-92504 4.000 EACH | 285.00000 1140.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0185 808-06701 5140.000 LFT | 0.48000 2467.20| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0186 808-06703 5140.000 LFT | 0.48000 2467.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -22 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0187 808-06716 142050.000 LFT | 0.24000 34092.00| | LINE, REMOVE | | | 0190 808-75067 490.000 LFT | 12.46000 6105.40| | TRANSVERSE MARKING, PREFORMED PLASTIC, | | | STOP LINE , WHITE 24 IN | | | 0191 808-75245 5140.000 LFT | 0.48000 2467.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0192 808-75996 261.000 EACH | 0.05000 13.05| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0193 808-75998 273.000 EACH | 26.50000 7234.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0194 808-98796 225.000 LFT | 1.55000 348.75| | LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | | 2FT LINE, 4FT GAP | | | 0195 501-06727 LUMP | 4000.00000 4000.00| | CORING, PCCP | | | 0196 805-06834 1.000 EACH | 8970.00000 8970.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0197 501-09606 785.000 SYS | 55.00000 43175.00| | QC/QA-PCCP, 8 IN. | | | 0198 503-03489 2600.000 EACH | 16.50000 42900.00| | RETROFITTED TIE BARS | | | 0199 401-07355 95.000 TON | 142.00000 13490.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | | 0200 621-06545 7.000 TON | 770.00000 5390.00| | FERTILIZER | | | 0201 621-06565 32.000 TON | 295.00000 9440.00| | MULCHING MATERIAL | | | 0202 621-06557 2346.000 LBS | 2.08000 4879.68| | SEED MIXTURE, T | | | 0203 303-01180 14045.000 TON | 13.00000 182585.00| | COMPACTED AGGREGATE, NO. 53 | | | 0204 808-10031 5130.000 LFT | 0.35000 1795.50| | LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0205 808-10033 19435.000 LFT | 0.35000 6802.25| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0206 808-10034 17620.000 LFT | 0.35000 6167.00| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0207 808-10037 595.000 LFT | 0.70000 416.50| | LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 256 -23 TABULATION OF BIDS CALL ORDER : 256 CONTRACT ID : R -31651-A COUNTIES : TIPPECANOE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0208 808-10059 30.000 LFT | 3.00000 90.00| | LINE, MULTI-COMP, SOLID, YELLOW, 12 IN. | | | 0209 808-10077 42.000 EACH | 115.00000 4830.00| | PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0210 402-07434 580.000 TON | 87.00000 50460.00| | HMA SURFACE, TYPE C | | | 0211 402-07442 4359.000 TON | 64.00000 278976.00| | HMA BASE, TYPE C | | | 0212 610-07488 310.000 TON | 100.00000 31000.00| | HMA FOR APPROACHES, TYPE C | | | 0213 714-06279 90.000 LFT | 500.00000 45000.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 8FTX 3FT | | | 0214 801-02595 19.000 EACH | 165.00000 3135.00| | CONTROLLER, RESET TIMING | | | 0215 801-53072 LUMP | 12380.00000 12380.00| | TEMPORARY TRAFFIC SIGNAL | | | 0216 801-94295 91.000 EACH | 190.00000 17290.00| | SIGNAL HEAD, RELOCATE | | | 0217 805-01815 3.000 EACH | 1970.00000 5910.00| | SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0218 805-01300 3.000 EACH | 1988.00000 5964.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | SECTION TOTALS | $ 12,194,607.06| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,194,607.06| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -1 VENDOR RANKING CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT W/ADDED TURN LANES COMPLETION DATE : 06/24/11 LOCATION : AT CR 200N AND CR 900N PROJECT(S) : 0710508 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 823,650.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 893,900.00 108.5291% 3 35-0999231 HUNT PAVING COMPANY INC $ 898,965.32 109.1441% 4 35-1139301 E & B PAVING INC $ 933,979.18 113.3952% 5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,153,995.15 140.1075% 6 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,164,072.70 141.3310% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -2 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 8000.00000 8000.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 103391.93000 103391.93| 45000.00000 45000.00| 66000.00000 66000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 21000.00000 21000.00| 15000.00000 15000.00| 9300.00000 9300.00 CLEARING RIGHT OF WAY | | | 0009 202-03000 LUMP | 8600.00000 8600.00| 6500.00000 6500.00| 14500.00000 14500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | PARCEL NO. 5 | | | 0010 202-03135 50.000 SFT | 28.00000 1400.00| 38.00000 1900.00| 20.00000 1000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE AND TRANSPORT AND DISPOSE | | | 0011 203-02000 2135.000 CYS | 18.50000 39497.50| 52.00000 111020.00| 22.00000 46970.00 EXCAVATION, COMMON | | | 0012 203-02070 1827.000 CYS | 1.00000 1827.00| 0.50000 913.50| 0.01000 18.27 BORROW | | | 0013 205-03371 10.000 CYS | 30.00000 300.00| 100.00000 1000.00| 60.00000 600.00 SEDIMENT, REMOVE | | | 0014 205-06932 73.000 LFT | 10.00000 730.00| 10.00000 730.00| 8.45000 616.85 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 3.000 EACH | 85.00000 255.00| 48.00000 144.00| 105.00000 315.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 4204.000 LFT | 1.20000 5044.80| 1.05000 4414.20| 1.30000 5465.20 TEMPORARY SILT FENCE | | | 0018 207-08267 191.000 SYS | 13.30000 2540.30| 8.50000 1623.50| 19.00000 3629.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0019 211-09264 600.000 CYS | 15.75000 9450.00| 10.00000 6000.00| 18.00000 10800.00 STRUCTURAL BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -3 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 303-01180 80.000 TON | 30.00000 2400.00| 32.00000 2560.00| 32.00000 2560.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 306-08034 520.000 SYS | 3.60000 1872.00| 6.00000 3120.00| 9.00000 4680.00 MILLING, ASPHALT, 1 1/2 IN | | | 0022 402-07433 710.000 TON | 63.20000 44872.00| 55.00000 39050.00| 65.50000 46505.00 HMA SURFACE, TYPE B | | | 0023 402-07438 1165.000 TON | 49.70000 57900.50| 55.00000 64075.00| 50.00000 58250.00 HMA INTERMEDIATE, TYPE B | | | 0024 402-07441 2510.000 TON | 46.30000 116213.00| 52.00000 130520.00| 48.00000 120480.00 HMA BASE, TYPE B | | | 0025 406-05520 6.200 TON | 525.00000 3255.00| 100.00000 620.00| 500.00000 3100.00 ASPHALT FOR TACK COAT | | | 0026 502-06627 182.000 SYS | 55.50000 10101.00| 80.00000 14560.00| 92.00000 16744.00 PCCP, 6 IN COLORED AND STAMPED | | | 0027 604-07894 55.000 SYS | 122.50000 6737.50| 125.00000 6875.00| 108.00000 5940.00 CURB RAMP, CONCRETE, A | | | 0028 604-07904 62.000 SYS | 113.00000 7006.00| 105.00000 6510.00| 112.00000 6944.00 CURB RAMP, CONCRETE, L | | | 0029 604-91531 595.000 SYS | 28.40000 16898.00| 30.00000 17850.00| 33.00000 19635.00 SIDEWALK, CONCRETE, 4 IN | | | 0030 605-06120 973.000 LFT | 26.00000 25298.00| 14.50000 14108.50| 13.00000 12649.00 CURB, CONCRETE | | | 0031 605-06140 2825.000 LFT | 10.75000 30368.75| 13.50000 38137.50| 13.70000 38702.50 CURB AND GUTTER, CONCRETE | | | 0032 605-06145 295.000 LFT | 18.00000 5310.00| 13.50000 3982.50| 14.00000 4130.00 CURB AND GUTTER, B, CONCRETE | | | 0033 605-06255 53.000 SYS | 71.20000 3773.60| 116.00000 6148.00| 85.00000 4505.00 CENTER CURB, D, CONCRETE | | | 0034 605-09131 8.000 LFT | 297.00000 2376.00| 91.00000 728.00| 124.00000 992.00 CURB AND GUTTER TURNOUT CONCRETE | | | 0035 610-08446 191.000 SYS | 40.00000 7640.00| 47.00000 8977.00| 42.00000 8022.00 PCCP FOR APPROACHES, 6 IN | | | 0036 615-06505 4.000 EACH | 695.00000 2780.00| 695.00000 2780.00| 860.00000 3440.00 MONUMENT, B | | | 0037 615-06527 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 560.00000 1120.00 MONUMENT, SECTION CORNER INSTALL | | | 0038 616-02320 576.500 SYS | 2.55000 1470.08| 2.00000 1153.00| 1.10000 634.15 GEOTEXTILES | | | 0039 616-06405 3.500 TON | 180.00000 630.00| 170.00000 595.00| 150.00000 525.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH | 500.00000 1000.00| 495.00000 990.00| 370.00000 740.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -4 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-02363 150.000 SYS | 1.80000 270.00| 3.00000 450.00| 1.30000 195.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0042 621-06545 0.700 TON | 1100.00000 770.00| 600.00000 420.00| 455.00000 318.50 FERTILIZER | | | 0043 621-06554 260.000 LBS | 4.00000 1040.00| 2.95000 767.00| 5.00000 1300.00 SEED MIXTURE, U | | | 0044 621-06565 3.400 TON | 350.00000 1190.00| 375.00000 1275.00| 600.00000 2040.00 MULCHING MATERIAL | | | 0045 621-06567 2.700 kGAL | 1.00000 2.70| 0.10000 0.27| 10.50000 28.35 WATER | | | 0046 621-06570 37.000 CYS | 15.00000 555.00| 45.00000 1665.00| 55.00000 2035.00 TOPSOIL | | | 0047 621-06574 664.000 SYS | 5.61000 3725.04| 4.00000 2656.00| 4.75000 3154.00 SODDING | | | 0048 621-98038 47.000 CYS | 60.00000 2820.00| 42.00000 1974.00| 105.00000 4935.00 MULCH, HARDWOOD SHREDDED BARK | | | 0049 628-09402 7.000 MOS | 2300.00000 16100.00| 1500.00000 10500.00| 2300.00000 16100.00 FIELD OFFICE, B | | | 0050 715-05149 468.000 LFT | 28.50000 13338.00| 27.50000 12870.00| 35.00000 16380.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0051 715-05151 368.000 LFT | 31.00000 11408.00| 26.50000 9752.00| 38.00000 13984.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0052 715-05152 184.000 LFT | 31.00000 5704.00| 34.50000 6348.00| 39.00000 7176.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0053 715-05154 431.000 LFT | 41.00000 17671.00| 36.50000 15731.50| 46.00000 19826.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0054 715-09064 1466.000 LFT | 1.50000 2199.00| 1.00000 1466.00| 1.55000 2272.30 VIDEO INSPECTION FOR PIPE | | | 0055 715-46000 2.000 EACH | 300.00000 600.00| 390.00000 780.00| 460.00000 920.00 PIPE END SECTION, 12 IN | | | 0056 715-46005 2.000 EACH | 390.00000 780.00| 390.00000 780.00| 500.00000 1000.00 PIPE END SECTION, 15 IN | | | 0057 715-46020 1.000 EACH | 430.00000 430.00| 490.00000 490.00| 975.00000 975.00 PIPE END SECTION, 24 IN | | | 0058 720-45040 2.000 EACH | 1873.00000 3746.00| 1900.00000 3800.00| 1525.00000 3050.00 INLET, G7 | | | 0059 720-45410 2.000 EACH | 1850.00000 3700.00| 2100.00000 4200.00| 1900.00000 3800.00 MANHOLE, C4 | | | 0060 720-45415 1.000 EACH | 2825.00000 2825.00| 2900.00000 2900.00| 4100.00000 4100.00 MANHOLE, D4 | | | 0061 720-98174 7.000 EACH | 1910.00000 13370.00| 2000.00000 14000.00| 1750.00000 12250.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -5 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 720-98555 9.000 EACH | 1960.00000 17640.00| 2000.00000 18000.00| 1750.00000 15750.00 INLET, C15 | | | 0063 801-03290 4.000 EACH | 165.00000 660.00| 223.00000 892.00| 170.00000 680.00 CONSTRUCTION SIGN, C | | | 0064 801-06640 23.000 EACH | 135.00000 3105.00| 109.00000 2507.00| 140.00000 3220.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP | 15000.00000 15000.00| 20117.38000 20117.38| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0066 801-07119 192.000 LFT | 11.25000 2160.00| 9.25000 1776.00| 11.90000 2284.80 BARRICADE, III-B | | | 0067 802-05701 306.000 LFT | 12.00000 3672.00| 12.00000 3672.00| 13.00000 3978.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0068 802-09838 144.500 SFT | 11.00000 1589.50| 11.00000 1589.50| 15.00000 2167.50 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0069 802-09840 66.000 SFT | 11.50000 759.00| 11.50000 759.00| 19.50000 1287.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0070 807-02191 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 630.00000 1260.00 HANDHOLE, LIGHTING | | | 0071 807-02426 425.000 LFT | 13.00000 5525.00| 13.00000 5525.00| 5.75000 2443.75 WIRE, THW, NO. 4 COPPER, IN PLASTIC | | | DUCT, IN CONDUIT, 4 1/C | | | 0072 807-02428 9.000 EACH | 800.00000 7200.00| 800.00000 7200.00| 750.00000 6750.00 LIGHTING FOUNDATION CONCRETE WITH | | | GROUND , 30 IN X 30 IN X 96 IN | | | 0073 807-03051 810.000 LFT | 0.60000 486.00| 0.60000 486.00| 0.50000 405.00 LIGHT CABLE, 1C 10GA. | | | 0074 807-03738 9.000 EACH | 2500.00000 22500.00| 2500.00000 22500.00| 2800.00000 25200.00 LIGHT POLE ASSEMBLY, STREET | | | 0075 807-06592 425.000 LFT | 8.00000 3400.00| 8.00000 3400.00| 13.00000 5525.00 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0076 807-07580 748.000 LFT | 8.00000 5984.00| 8.00000 5984.00| 8.00000 5984.00 WIRE #4 COPPER PLASTIC DUCT TRENCH 4, | | | 1/C | | | 0077 807-86805 1.000 EACH | 3200.00000 3200.00| 3200.00000 3200.00| 2600.00000 2600.00 SERVICE POINT, I | | | 0078 807-86910 9.000 EACH | 30.00000 270.00| 30.00000 270.00| 31.50000 283.50 CONNECTOR KIT, UNFUSED | | | 0079 807-86915 9.000 EACH | 30.00000 270.00| 30.00000 270.00| 31.50000 283.50 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -6 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 807-86920 15.000 EACH | 20.00000 300.00| 20.00000 300.00| 9.50000 142.50 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0081 807-86930 18.000 EACH | 20.00000 360.00| 20.00000 360.00| 9.50000 171.00 INSULATION LINK, NON-WATERPROOFED | | | 0082 807-86935 12.000 EACH | 20.00000 240.00| 20.00000 240.00| 50.00000 600.00 INSULATION LINK, WATERPROOFED | | | 0083 808-06701 140.000 LFT | 0.55000 77.00| 1.00000 140.00| 0.58000 81.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0084 808-06703 650.000 LFT | 0.55000 357.50| 0.65000 422.50| 0.58000 377.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0086 808-74815 360.000 LFT | 2.05000 738.00| 2.35000 846.00| 2.15000 774.00 TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK LINE 12" | | | 0087 808-75245 3795.000 LFT | 0.55000 2087.25| 0.62000 2352.90| 0.58000 2201.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75274 205.000 LFT | 0.71000 145.55| 1.55000 317.75| 0.75000 153.75 TRANSVERSE MARKING THERMOPLASTIC SOLID | | | YELLOW CROSSHATCH LINE, 8" | | | 0089 808-75278 100.000 LFT | 2.05000 205.00| 2.30000 230.00| 2.15000 215.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0090 808-75320 8.000 EACH | 59.00000 472.00| 139.00000 1112.00| 62.00000 496.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0091 808-98796 154.000 LFT | 3.25000 500.50| 2.25000 346.50| 3.40000 523.60 LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | | 2FT LINE, 4FT GAP | | | 0092 207-08263 15000.000 SYS | 4.67000 70050.00| 8.50000 127500.00| 10.00000 150000.00 SUBGRADE TREATMENT, TYPE IA | | | 0093 808-10118 80.000 LFT | 3.25000 260.00| 11.50000 920.00| 3.40000 272.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | YIELD, WHITE, 24 IN. | | | SECTION TOTALS | $ 823,650.00| $ 893,900.00| $ 898,965.32 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 823,650.00| $ 893,900.00| $ 898,965.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -7 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 10840.00000 10840.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 46700.00000 46700.00| 41948.56000 41948.56| 58000.00000 58000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 48750.00000 48750.00| 17807.89000 17807.89| 29000.00000 29000.00 CLEARING RIGHT OF WAY | | | 0009 202-03000 LUMP | 15000.00000 15000.00| 12207.93000 12207.93| 15500.00000 15500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | PARCEL NO. 5 | | | 0010 202-03135 50.000 SFT | 25.00000 1250.00| 22.40000 1120.00| 75.00000 3750.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE AND TRANSPORT AND DISPOSE | | | 0011 203-02000 2135.000 CYS | 38.00000 81130.00| 21.11000 45069.85| 20.00000 42700.00 EXCAVATION, COMMON | | | 0012 203-02070 1827.000 CYS | 38.00000 69426.00| 13.82000 25249.14| 40.00000 73080.00 BORROW | | | 0013 205-03371 10.000 CYS | 25.00000 250.00| 75.02000 750.20| 25.00000 250.00 SEDIMENT, REMOVE | | | 0014 205-06932 73.000 LFT | 5.00000 365.00| 11.20000 817.60| 8.00000 584.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 3.000 EACH | 80.00000 240.00| 260.41000 781.23| 105.00000 315.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 4204.000 LFT | 1.35000 5675.40| 2.55000 10720.20| 1.35000 5675.40 TEMPORARY SILT FENCE | | | 0018 207-08267 191.000 SYS | 9.50000 1814.50| 16.42000 3136.22| 15.00000 2865.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0019 211-09264 600.000 CYS | 36.00000 21600.00| 24.86000 14916.00| 32.00000 19200.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0020 303-01180 80.000 TON | 25.00000 2000.00| 155.65000 12452.00| 27.00000 2160.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -8 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 306-08034 520.000 SYS | 8.73000 4539.60| 17.50000 9100.00| 7.00000 3640.00 MILLING, ASPHALT, 1 1/2 IN | | | 0022 402-07433 710.000 TON | 69.00000 48990.00| 69.70000 49487.00| 90.00000 63900.00 HMA SURFACE, TYPE B | | | 0023 402-07438 1165.000 TON | 54.00000 62910.00| 52.81000 61523.65| 75.00000 87375.00 HMA INTERMEDIATE, TYPE B | | | 0024 402-07441 2510.000 TON | 52.00000 130520.00| 51.23000 128587.30| 74.00000 185740.00 HMA BASE, TYPE B | | | 0025 406-05520 6.200 TON | 400.00000 2480.00| 562.97000 3490.41| 500.00000 3100.00 ASPHALT FOR TACK COAT | | | 0026 502-06627 182.000 SYS | 96.00000 17472.00| 63.27000 11515.14| 65.00000 11830.00 PCCP, 6 IN COLORED AND STAMPED | | | 0027 604-07894 55.000 SYS | 120.00000 6600.00| 159.47000 8770.85| 150.00000 8250.00 CURB RAMP, CONCRETE, A | | | 0028 604-07904 62.000 SYS | 85.00000 5270.00| 188.39000 11680.18| 150.00000 9300.00 CURB RAMP, CONCRETE, L | | | 0029 604-91531 595.000 SYS | 26.50000 15767.50| 48.51000 28863.45| 35.00000 20825.00 SIDEWALK, CONCRETE, 4 IN | | | 0030 605-06120 973.000 LFT | 21.75000 21162.75| 15.38000 14964.74| 13.00000 12649.00 CURB, CONCRETE | | | 0031 605-06140 2825.000 LFT | 12.00000 33900.00| 14.26000 40284.50| 13.00000 36725.00 CURB AND GUTTER, CONCRETE | | | 0032 605-06145 295.000 LFT | 22.50000 6637.50| 18.84000 5557.80| 13.00000 3835.00 CURB AND GUTTER, B, CONCRETE | | | 0033 605-06255 53.000 SYS | 115.00000 6095.00| 250.71000 13287.63| 105.00000 5565.00 CENTER CURB, D, CONCRETE | | | 0034 605-09131 8.000 LFT | 100.00000 800.00| 30.24000 241.92| 30.00000 240.00 CURB AND GUTTER TURNOUT CONCRETE | | | 0035 610-08446 191.000 SYS | 49.50000 9454.50| 51.72000 9878.52| 49.00000 9359.00 PCCP FOR APPROACHES, 6 IN | | | 0036 615-06505 4.000 EACH | 850.00000 3400.00| 707.51000 2830.04| 1000.00000 4000.00 MONUMENT, B | | | 0037 615-06527 2.000 EACH | 550.00000 1100.00| 545.06000 1090.12| 900.00000 1800.00 MONUMENT, SECTION CORNER INSTALL | | | 0038 616-02320 576.500 SYS | 2.75000 1585.38| 1.71000 985.82| 1.20000 691.80 GEOTEXTILES | | | 0039 616-06405 3.500 TON | 50.00000 175.00| 85.58000 299.53| 100.00000 350.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH | 700.00000 1400.00| 392.00000 784.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-02363 150.000 SYS | 0.45000 67.50| 0.45000 67.50| 1.50000 225.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -9 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 621-06545 0.700 TON | 820.00000 574.00| 812.00000 568.40| 475.00000 332.50 FERTILIZER | | | 0043 621-06554 260.000 LBS | 4.20000 1092.00| 4.20000 1092.00| 5.00000 1300.00 SEED MIXTURE, U | | | 0044 621-06565 3.400 TON | 375.00000 1275.00| 436.80000 1485.12| 550.00000 1870.00 MULCHING MATERIAL | | | 0045 621-06567 2.700 kGAL | 100.00000 270.00| 1.12000 3.02| 10.00000 27.00 WATER | | | 0046 621-06570 37.000 CYS | 30.00000 1110.00| 29.12000 1077.44| 65.00000 2405.00 TOPSOIL | | | 0047 621-06574 664.000 SYS | 3.85000 2556.40| 5.00000 3320.00| 5.00000 3320.00 SODDING | | | 0048 621-98038 47.000 CYS | 55.00000 2585.00| 47.04000 2210.88| 100.00000 4700.00 MULCH, HARDWOOD SHREDDED BARK | | | 0049 628-09402 7.000 MOS | 2000.00000 14000.00| 1625.29000 11377.03| 1750.00000 12250.00 FIELD OFFICE, B | | | 0050 715-05149 468.000 LFT | 24.00000 11232.00| 44.89000 21008.52| 30.00000 14040.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0051 715-05151 368.000 LFT | 22.00000 8096.00| 42.06000 15478.08| 35.00000 12880.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0052 715-05152 184.000 LFT | 30.00000 5520.00| 46.14000 8489.76| 38.00000 6992.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0053 715-05154 431.000 LFT | 38.00000 16378.00| 70.49000 30381.19| 42.00000 18102.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0054 715-09064 1466.000 LFT | 0.75000 1099.50| 2.80000 4104.80| 1.50000 2199.00 VIDEO INSPECTION FOR PIPE | | | 0055 715-46000 2.000 EACH | 175.00000 350.00| 642.02000 1284.04| 450.00000 900.00 PIPE END SECTION, 12 IN | | | 0056 715-46005 2.000 EACH | 175.00000 350.00| 686.31000 1372.62| 495.00000 990.00 PIPE END SECTION, 15 IN | | | 0057 715-46020 1.000 EACH | 355.00000 355.00| 791.31000 791.31| 650.00000 650.00 PIPE END SECTION, 24 IN | | | 0058 720-45040 2.000 EACH | 2900.00000 5800.00| 1002.48000 2004.96| 1550.00000 3100.00 INLET, G7 | | | 0059 720-45410 2.000 EACH | 1700.00000 3400.00| 2679.52000 5359.04| 1450.00000 2900.00 MANHOLE, C4 | | | 0060 720-45415 1.000 EACH | 3500.00000 3500.00| 6091.58000 6091.58| 2775.00000 2775.00 MANHOLE, D4 | | | 0061 720-98174 7.000 EACH | 1500.00000 10500.00| 1805.17000 12636.19| 1950.00000 13650.00 INLET, B15 | | | 0062 720-98555 9.000 EACH | 1500.00000 13500.00| 2091.93000 18827.37| 1950.00000 17550.00 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -10 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 801-03290 4.000 EACH | 223.00000 892.00| 249.76000 999.04| 165.00000 660.00 CONSTRUCTION SIGN, C | | | 0064 801-06640 23.000 EACH | 109.00000 2507.00| 122.08000 2807.84| 150.00000 3450.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP | 5400.00000 5400.00| 27269.83000 27269.83| 12783.00000 12783.00 MAINTAINING TRAFFIC | | | 0066 801-07119 192.000 LFT | 9.25000 1776.00| 10.36000 1989.12| 12.00000 2304.00 BARRICADE, III-B | | | 0067 802-05701 306.000 LFT | 13.50000 4131.00| 11.20000 3427.20| 13.00000 3978.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0068 802-09838 144.500 SFT | 15.00000 2167.50| 13.44000 1942.08| 15.00000 2167.50 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0069 802-09840 66.000 SFT | 16.00000 1056.00| 14.56000 960.96| 19.00000 1254.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0070 807-02191 2.000 EACH | 875.00000 1750.00| 1130.12000 2260.24| 600.00000 1200.00 HANDHOLE, LIGHTING | | | 0071 807-02426 425.000 LFT | 9.50000 4037.50| 9.61000 4084.25| 6.00000 2550.00 WIRE, THW, NO. 4 COPPER, IN PLASTIC | | | DUCT, IN CONDUIT, 4 1/C | | | 0072 807-02428 9.000 EACH | 1150.00000 10350.00| 904.09000 8136.81| 750.00000 6750.00 LIGHTING FOUNDATION CONCRETE WITH | | | GROUND , 30 IN X 30 IN X 96 IN | | | 0073 807-03051 810.000 LFT | 0.70000 567.00| 0.23000 186.30| 0.50000 405.00 LIGHT CABLE, 1C 10GA. | | | 0074 807-03738 9.000 EACH | 2600.00000 23400.00| 2994.80000 26953.20| 2700.00000 24300.00 LIGHT POLE ASSEMBLY, STREET | | | 0075 807-06592 425.000 LFT | 12.00000 5100.00| 14.13000 6005.25| 13.00000 5525.00 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0076 807-07580 748.000 LFT | 9.50000 7106.00| 9.61000 7188.28| 8.00000 5984.00 WIRE #4 COPPER PLASTIC DUCT TRENCH 4, | | | 1/C | | | 0077 807-86805 1.000 EACH | 2300.00000 2300.00| 2768.78000 2768.78| 2550.00000 2550.00 SERVICE POINT, I | | | 0078 807-86910 9.000 EACH | 35.00000 315.00| 20.34000 183.06| 30.00000 270.00 CONNECTOR KIT, UNFUSED | | | 0079 807-86915 9.000 EACH | 30.00000 270.00| 24.30000 218.70| 30.00000 270.00 CONNECTOR KIT, FUSED | | | 0080 807-86920 15.000 EACH | 13.00000 195.00| 18.65000 279.75| 9.00000 135.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 260 -11 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -31820-A COUNTIES : HENDRICKS LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-1323837 |( 6 ) 35-1357381 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 807-86930 18.000 EACH | 12.00000 216.00| 13.56000 244.08| 9.00000 162.00 INSULATION LINK, NON-WATERPROOFED | | | 0082 807-86935 12.000 EACH | 15.00000 180.00| 15.82000 189.84| 50.00000 600.00 INSULATION LINK, WATERPROOFED | | | 0083 808-06701 140.000 LFT | 1.00000 140.00| 1.12000 156.80| 0.55000 77.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0084 808-06703 650.000 LFT | 0.65000 422.50| 0.73000 474.50| 0.55000 357.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0086 808-74815 360.000 LFT | 2.35000 846.00| 2.63000 946.80| 2.15000 774.00 TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK LINE 12" | | | 0087 808-75245 3795.000 LFT | 0.62000 2352.90| 0.69000 2618.55| 0.55000 2087.25 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75274 205.000 LFT | 1.55000 317.75| 1.74000 356.70| 0.75000 153.75 TRANSVERSE MARKING THERMOPLASTIC SOLID | | | YELLOW CROSSHATCH LINE, 8" | | | 0089 808-75278 100.000 LFT | 2.30000 230.00| 2.58000 258.00| 2.10000 210.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0090 808-75320 8.000 EACH | 139.00000 1112.00| 155.68000 1245.44| 60.00000 480.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0091 808-98796 154.000 LFT | 2.25000 346.50| 2.52000 388.08| 3.50000 539.00 LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | | 2FT LINE, 4FT GAP | | | 0092 207-08263 15000.000 SYS | 4.50000 67500.00| 19.89000 298350.00| 15.00000 225000.00 SUBGRADE TREATMENT, TYPE IA | | | 0093 808-10118 80.000 LFT | 11.50000 920.00| 12.88000 1030.40| 3.50000 280.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | YIELD, WHITE, 24 IN. | | | SECTION TOTALS | $ 933,979.18| $ 1,153,995.15| $ 1,164,072.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 933,979.18| $ 1,153,995.15| $ 1,164,072.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 280 -1 VENDOR RANKING CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/20/11 LOCATION : ON SR 63 FROM SOUTH JUNCTION OF SR 263 TO 0.16 MILE SOUTH PROJECT(S) : 0400591 OF NORTH JUNCTION OF SR 263 1005331 1005334 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 11,124,222.50 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 12,026,504.34 108.1110% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 280 -2 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 5547.57000 5547.57| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 75.00000 225.00| 100.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 45.000 MOS | 100.00000 4500.00| 60.00000 2700.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 556000.00000 556000.00| 674772.80000 674772.80| MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 18300.00000 18300.00| 21296.81000 21296.81| CLEARING RIGHT OF WAY | | | 0013 202-51328 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0014 205-06934 2.000 TON | 545.00000 1090.00| 545.00000 1090.00| TEMPORARY MULCHING | | | 0015 205-06937 550.000 LFT | 2.00000 1100.00| 1.90000 1045.00| TEMPORARY SILT FENCE | | | 0016 303-01180 9000.000 TON | 19.00000 171000.00| 21.14000 190260.00| COMPACTED AGGREGATE, NO. 53 | | | 0017 304-07489 7500.000 TON | 70.00000 525000.00| 88.50000 663750.00| HMA PATCHING, TYPE A | | | 0018 304-07490 200.000 TON | 85.00000 17000.00| 89.35000 17870.00| HMA PATCHING, TYPE B | | | 0019 306-08041 383210.000 SYS | 0.75000 287407.50| 0.66000 252918.60| MILLING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 280 -3 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08042 205600.000 SYS | 0.55000 113080.00| 0.52000 106912.00| MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 17290.000 SYS | 1.00000 17290.00| 2.01000 34752.90| MILLING, TRANSITION | | | 0022 306-08432 12479.000 SYS | 1.50000 18718.50| 1.43000 17844.97| MILLING, APPROACH | | | 0023 401-06264 LUMP | 8000.00000 8000.00| 13090.56000 13090.56| PROFILOGRAPH, HMA | | | 0024 401-07320 17025.000 TON | 50.00000 851250.00| 58.93000 1003283.25| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0025 401-07328 31700.000 TON | 64.00000 2028800.00| 65.25000 2068425.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0026 401-07355 16745.000 TON | 50.00000 837250.00| 58.52000 979917.40| QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | | 0027 401-07362 31300.000 TON | 59.00000 1846700.00| 63.25000 1979725.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | 0028 406-05520 405.000 TON | 200.00000 81000.00| 458.11000 185534.55| ASPHALT FOR TACK COAT | | | 0029 503-03489 50.000 EACH | 38.00000 1900.00| 15.19000 759.50| RETROFITTED TIE BARS | | | 0030 503-05240 300.000 LFT | 18.00000 5400.00| 11.57000 3471.00| D-1 CONTRACTION JOINT | | | 0031 506-06333 400.000 SYS | 174.00000 69600.00| 163.63000 65452.00| PCCP PATCHING, FULL DEPTH | | | 0032 507-07479 12000.000 TON | 156.00000 1872000.00| 162.45000 1949400.00| HMA PARTIAL DEPTH PATCH | | | 0033 601-02241 2200.000 LFT | 4.00000 8800.00| 7.00000 15400.00| GUARDRAIL, REMOVE | | | 0034 601-06037 2.000 EACH | 870.00000 1740.00| 1050.00000 2100.00| GUARDRAIL END TREATMENT, I | | | 0035 601-94689 6.000 EACH | 2560.00000 15360.00| 2861.17000 17167.02| GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 1800.000 LFT | 19.00000 34200.00| 19.00000 34200.00| GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0037 606-07484 259640.000 LFT | 0.08000 20771.20| 0.08000 20771.20| MILLED HMA SHOULDER CORRUGATIONS | | | 0038 610-07487 1460.000 TON | 90.00000 131400.00| 116.52000 170119.20| HMA FOR APPROACHES, TYPE B | | | 0039 610-07488 370.000 TON | 70.00000 25900.00| 135.62000 50179.40| HMA FOR APPROACHES, TYPE C | | | 0040 616-02320 765.000 SYS | 1.00000 765.00| 6.50000 4972.50| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 280 -4 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 616-05688 105.000 TON | 140.00000 14700.00| 75.00000 7875.00| RIPRAP, CLASS 1 | | | 0042 616-05689 80.000 TON | 130.00000 10400.00| 75.00000 6000.00| RIPRAP, CLASS 2 | | | 0043 616-06405 125.000 TON | 100.00000 12500.00| 65.00000 8125.00| RIPRAP, REVETMENT | | | 0044 616-06451 145.000 TON | 80.00000 11600.00| 65.00000 9425.00| RIPRAP, UNIFORM | | | 0045 621-01004 16.000 EACH | 625.00000 10000.00| 625.00000 10000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 0.175 TON | 1200.00000 210.00| 1177.71000 206.10| FERTILIZER | | | 0047 621-06557 66.000 LBS | 5.40000 356.40| 5.38000 355.08| SEED MIXTURE, T | | | 0048 621-06559 2120.000 SYS | 1.20000 2544.00| 1.16000 2459.20| MULCHED SEEDING, R | | | 0049 628-09403 15.000 MOS | 2200.00000 33000.00| 2284.87000 34273.05| FIELD OFFICE, C | | | 0050 628-09407 15.000 MOS | 170.00000 2550.00| 224.00000 3360.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0051 703-06029 215.000 LBS | 8.00000 1720.00| 10.00000 2150.00| REINFORCING BARS, EPOXY COATED | | | 0052 704-51002 1.000 CYS | 8000.00000 8000.00| 3000.00000 3000.00| CONCRETE, C, SUPERSTRUCTURE | | | 0053 709-51821 LUMP | 1.00000 1.00| 1500.00000 1500.00| SURFACE SEAL | | | 0054 710-09158 8.000 SFT | 170.00000 1360.00| 25.00000 200.00| PATCHING CONCRETE STRUCTURES | | | 0055 715-05053 20.000 LFT | 56.00000 1120.00| 30.91000 618.20| PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0056 715-91361 15.000 LFT | 47.00000 705.00| 25.00000 375.00| PIPE, PVC, 6 IN | | | 0057 718-09978 295.000 EACH | 16.50000 4867.50| 16.50000 4867.50| UNDERDRAIN OUTLET INSPECTION | | | 0058 718-09979 75.000 EACH | 85.00000 6375.00| 85.00000 6375.00| UNDERDRAIN OUTLET CLEANING | | | 0059 718-09980 340.000 EACH | 280.00000 95200.00| 242.07000 82303.80| RETROFIT DRAIN | | | 0060 724-03276 368.000 LFT | 62.00000 22816.00| 120.00000 44160.00| STRUCTURAL EXPANSION JOINT SEALING SYS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 280 -5 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 725-08296 1080.000 LFT | 320.00000 345600.00| 320.00000 345600.00| PIPE LINER, CURED-IN-PLACE, 48 IN. | | | 0062 725-09293 203.000 LFT | 410.00000 83230.00| 410.00000 83230.00| PIPE LINER, CURED-IN-PLACE, 60 IN | | | 0063 725-09974 717.000 LFT | 485.00000 347745.00| 485.00000 347745.00| PIPE LINER, CURED-IN-PLACE, 66 IN. | | | 0064 725-09975 238.000 LFT | 300.00000 71400.00| 300.00000 71400.00| PIPE LINER, CURED-IN-PLACE, 8.9 SFT. | | | 0065 801-01093 16.000 EACH | 695.00000 11120.00| 695.00000 11120.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0066 801-03290 4.000 EACH | 135.00000 540.00| 135.00000 540.00| CONSTRUCTION SIGN, C | | | 0067 801-06207 36400.000 LFT | 1.00000 36400.00| 1.22000 44408.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0068 801-06218 54.000 LFT | 7.00000 378.00| 5.31000 286.74| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0069 801-06640 65.000 EACH | 120.00000 7800.00| 120.00000 7800.00| CONSTRUCTION SIGN, A | | | 0070 801-06645 10.000 EACH | 65.00000 650.00| 65.00000 650.00| CONSTRUCTION SIGN, B | | | 0071 801-06710 420.000 DAY | 10.00000 4200.00| 10.00000 4200.00| FLASHING ARROW SIGN | | | 0072 801-06775 LUMP | 250000.00000 250000.00| 170541.44000 170541.44| MAINTAINING TRAFFIC | | | 0073 801-09133 2.000 EACH | 4000.00000 8000.00| 3995.00000 7990.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0074 802-05701 48.000 LFT | 18.00000 864.00| 12.00000 576.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0076 802-09840 36.000 SFT | 17.00000 612.00| 23.00000 828.00| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0082 808-75996 1970.000 EACH | 3.70000 7289.00| 3.70000 7289.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 808-75998 1982.000 EACH | 15.70000 31117.40| 15.70000 31117.40| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0084 808-10031 33900.000 LFT | 0.25000 8475.00| 0.25000 8475.00| LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 280 -6 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -32014-A COUNTIES : WARREN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 808-10033 142450.000 LFT | 0.25000 35612.50| 0.25000 35612.50| LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0086 808-10036 250.000 LFT | 0.25000 62.50| 0.25000 62.50| LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0087 808-10034 130900.000 LFT | 0.25000 32725.00| 0.25000 32725.00| LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0088 808-10051 54.000 LFT | 8.00000 432.00| 8.00000 432.00| TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0089 801-06203 72700.000 LFT | 0.25000 18175.00| 0.29000 21083.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0090 801-06216 108.000 LFT | 2.00000 216.00| 1.20000 129.60| TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 24" | | | SECTION TOTALS | $ 11,124,222.50| $ 12,026,504.34| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,124,222.50| $ 12,026,504.34| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 290 -1 VENDOR RANKING CALL ORDER : 290 CONTRACT ID : R -32059-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : PIPE LINING COMPLETION DATE : 11/18/11 LOCATION : ALONG I-70 AT VARIOUS LOCATIONS IN VIGO COUNTY PROJECT(S) : 0900173 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2097364 INDIANA RELINE INC $ 3,246,944.00 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 3,288,777.00 101.2884% 3 35-1526557 MIDWEST MOLE INC $ 5,098,710.00 157.0310% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 290 -2 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : R -32059-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 25200.00000 25200.00| 293000.00000 293000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 180.00000 360.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 36.000 MOS | 100.00000 3600.00| 72.00000 2592.00| 100.00000 3600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 26000.00000 26000.00| 120575.00000 120575.00| 40590.00000 40590.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 5000.00000 5000.00| 34600.00000 34600.00| 122000.00000 122000.00 CLEARING RIGHT OF WAY | | | 0011 202-96133 80.000 LFT | 25.00000 2000.00| 150.00000 12000.00| 130.00000 10400.00 PIPE, REMOVE | | | 0012 203-02070 55.000 CYS | 60.00000 3300.00| 57.00000 3135.00| 110.00000 6050.00 BORROW | | | 0013 205-03371 10.000 CYS | 100.00000 1000.00| 178.00000 1780.00| 200.00000 2000.00 SEDIMENT, REMOVE | | | 0014 205-06931 100.000 TON | 43.00000 4300.00| 61.00000 6100.00| 50.00000 5000.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 500.000 LFT | 12.00000 6000.00| 18.00000 9000.00| 17.00000 8500.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06937 1000.000 LFT | 1.50000 1500.00| 9.27000 9270.00| 5.00000 5000.00 TEMPORARY SILT FENCE | | | 0017 303-01180 200.000 TON | 33.00000 6600.00| 29.00000 5800.00| 40.00000 8000.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 616-02320 1496.000 SYS | 2.00000 2992.00| 4.50000 6732.00| 3.00000 4488.00 GEOTEXTILES | | | 0019 616-05688 53.000 TON | 60.00000 3180.00| 40.00000 2120.00| 70.00000 3710.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 290 -3 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : R -32059-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-05689 1442.000 TON | 40.00000 57680.00| 38.00000 54796.00| 50.00000 72100.00 RIPRAP, CLASS 2 | | | 0021 616-06405 200.000 TON | 36.40000 7280.00| 35.00000 7000.00| 50.00000 10000.00 RIPRAP, REVETMENT | | | 0022 621-06559 37000.000 SYS | 0.75000 27750.00| 0.88000 32560.00| 0.55000 20350.00 MULCHED SEEDING, R | | | 0023 628-09402 18.000 MOS | 1500.00000 27000.00| 1500.00000 27000.00| 1600.00000 28800.00 FIELD OFFICE, B | | | 0024 628-09407 18.000 MOS | 220.00000 3960.00| 120.00000 2160.00| 275.00000 4950.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0025 715-01662 385.000 LFT | 24.00000 9240.00| 55.00000 21175.00| 100.00000 38500.00 PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0026 715-01663 355.000 LFT | 24.00000 8520.00| 93.00000 33015.00| 195.00000 69225.00 PIPE CLEANING, ABOVE 48 IN. DIA. | | | 0027 715-05841 4.000 EACH | 1800.00000 7200.00| 2430.00000 9720.00| 2000.00000 8000.00 CONCRETE ANCHOR, 60 IN | | | 0028 715-06004 6.000 EACH | 1500.00000 9000.00| 2250.00000 13500.00| 2000.00000 12000.00 CONCRETE ANCHOR, 48 IN | | | 0029 715-06492 2.000 EACH | 2000.00000 4000.00| 2500.00000 5000.00| 2000.00000 4000.00 CONCRETE ANCHOR, 54 IN | | | 0030 715-06501 1.000 EACH | 2200.00000 2200.00| 2800.00000 2800.00| 2000.00000 2000.00 CONCRETE ANCHOR, MIN AREA 8.9 SF | | | 0031 715-07626 4.000 EACH | 2300.00000 9200.00| 2450.00000 9800.00| 2000.00000 8000.00 CONCRETE ANCHOR, 66 IN | | | 0032 725-06859 1655.000 LFT | 180.00000 297900.00| 154.00000 254870.00| 225.00000 372375.00 PIPE LINER, THERMOPLASTIC, 48 IN | | | 0033 725-06861 215.000 LFT | 167.50000 36012.50| 168.00000 36120.00| 245.00000 52675.00 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | 0034 725-06862 145.000 LFT | 230.00000 33350.00| 221.00000 32045.00| 327.00000 47415.00 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0035 725-06863 565.000 LFT | 280.00000 158200.00| 265.00000 149725.00| 325.00000 183625.00 PIPE LINER, THERMOPLASTIC, AREA 11.6 SF | | | 0036 725-06867 90.000 LFT | 90.00000 8100.00| 99.00000 8910.00| 110.00000 9900.00 PIPE LINER, THERMOPLASTIC, 18 IN | | | 0037 725-06873 535.000 LFT | 210.00000 112350.00| 180.00000 96300.00| 290.00000 155150.00 PIPE LINER, THERMOPLASTIC, 54 IN | | | 0038 725-06874 1115.000 LFT | 265.00000 295475.00| 254.00000 283210.00| 350.00000 390250.00 PIPE LINER, THERMOPLASTIC, 60 IN | | | 0039 725-06875 1261.000 LFT | 275.00000 346775.00| 257.00000 324077.00| 410.00000 517010.00 PIPE LINER, THERMOPLASTIC, 66 IN | | | 0040 725-06877 405.000 LFT | 438.40000 177552.00| 451.00000 182655.00| 590.00000 238950.00 PIPE LINER, THERMOPLASTIC, 78 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 290 -4 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : R -32059-A COUNTIES : VIGO LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1526557 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |MIDWEST MOLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 725-08296 165.000 LFT | 434.50000 71692.50| 473.00000 78045.00| 523.00000 86295.00 PIPE LINER, CURED-IN-PLACE, 48 IN. | | | 0042 725-08531 230.000 LFT | 322.00000 74060.00| 268.00000 61640.00| 1.00000 230.00 PIPE LINER, THERMOPLASTIC, AREA 16.5 SF | | | 0043 725-08626 180.000 LFT | 690.00000 124200.00| 577.00000 103860.00| 735.00000 132300.00 PIPE LINER, THERMOPLASTIC, 28.0 SFT | | | 0044 725-09234 235.000 LFT | 1250.00000 293750.00| 1483.00000 348505.00| 2225.00000 522875.00 PIPE LINER, THERMOPLASTIC, 59.7 SFT | | | 0045 725-09251 195.000 LFT | 1250.00000 243750.00| 646.00000 125970.00| 1790.00000 349050.00 PIPE LINER, THERMOPLASTIC, 42.4 SFT | | | 0046 725-09293 310.000 LFT | 517.00000 160270.00| 563.00000 174530.00| 856.00000 265360.00 PIPE LINER, CURED-IN-PLACE, 60 IN | | | 0047 725-09312 400.000 LFT | 750.00000 300000.00| 668.00000 267200.00| 1560.00000 624000.00 PIPE LINER, THERMOPLASTIC, 33.0 SFT | | | 0048 725-09894 310.000 LFT | 600.00000 186000.00| 742.00000 230020.00| 995.00000 308450.00 PIPE LINER, THERMOPLASTIC, 102 IN. | | | 0049 801-01093 12.000 EACH | 1200.00000 14400.00| 953.00000 11436.00| 1237.00000 14844.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0050 801-03290 8.000 EACH | 300.00000 2400.00| 233.00000 1864.00| 311.00000 2488.00 CONSTRUCTION SIGN, C | | | 0051 801-06640 20.000 EACH | 200.00000 4000.00| 214.00000 4280.00| 206.00000 4120.00 CONSTRUCTION SIGN, A | | | 0052 801-06710 320.000 DAY | 35.00000 11200.00| 12.00000 3840.00| 14.00000 4480.00 FLASHING ARROW SIGN | | | 0053 801-06775 LUMP | 15000.00000 15000.00| 16000.00000 16000.00| 3300.00000 3300.00 MAINTAINING TRAFFIC | | | 0054 801-09133 6.000 EACH | 3600.00000 21600.00| 5980.00000 35880.00| 3850.00000 23100.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 3,246,944.00| $ 3,288,777.00| $ 5,098,710.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,246,944.00| $ 3,288,777.00| $ 5,098,710.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 05/30/12 LOCATION : ON US 30, 2.7 MILES WEST OF SR 15 PROJECT(S) : 0902333 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN INC $ 140,691.22 100.0000% 2 35-1067077 RITSCHARD BROTHERS $ 181,916.56 129.3020% 3 35-1185040 NIBLOCK EXCAVATING INC $ 183,984.00 130.7715% 4 35-1817530 PIONEER ASSOCIATES INC $ 185,755.55 132.0307% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 210,366.01 149.5232% 6 35-1801998 CLR INC $ 253,328.51 180.0599% 7 35-1489621 HRP CONSTRUCTION INC $ 297,714.46 211.6084% 8 35-1817574 YARDBERRY LANDSCAPE $ 438,767.00 311.8652% 35-1732782 JOHN BOETTCHER SEWER & EXC CONTR LTD IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 310 -2 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1067077 |( 3 ) 35-1185040 |PHEND & BROWN INC |RITSCHARD BROTHERS |NIBLOCK EXCAVATING 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 | 1500.00000 1500.00| 2578.00000 2578.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 7034.00000 7034.00| 2275.00000 2275.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 500.00000 500.00| 12778.00000 12778.00| 9000.00000 9000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 6103.000 SYS | 8.85000 54011.55| 7.46000 45528.38| 6.25000 38143.75 PAVEMENT REMOVAL | | | 0009 202-02272 72.000 LFT | 1.00000 72.00| 4.47000 321.84| 10.00000 720.00 PAVED SIDE DITCH, REMOVE | | | 0010 202-02274 1834.000 LFT | 3.50000 6419.00| 2.89000 5300.26| 3.25000 5960.50 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0011 202-02928 1.000 EACH | 100.00000 100.00| 201.00000 201.00| 250.00000 250.00 CATCH BASIN, REMOVE | | | 0012 202-52710 360.000 SYS | 5.00000 1800.00| 3.37000 1213.20| 4.15000 1494.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-74045 14.000 EACH | 2.00000 28.00| 20.00000 280.00| 85.00000 1190.00 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0014 202-92607 20.000 EACH | 2.00000 40.00| 20.00000 400.00| 85.00000 1700.00 SIGN POST, CHANNEL, REMOVE | | | 0015 202-96133 135.000 LFT | 5.00000 675.00| 2.38000 321.30| 11.70000 1579.50 PIPE, REMOVE | | | 0016 203-02000 5438.000 CYS | 5.00000 27190.00| 8.66000 47093.08| 8.20000 44591.60 EXCAVATION, COMMON | | | 0017 205-06937 580.000 LFT | 1.40000 812.00| 3.08000 1786.40| 2.00000 1160.00 TEMPORARY SILT FENCE | | | 0018 205-09543 100.000 TON | 20.00000 2000.00| 26.73000 2673.00| 35.00000 3500.00 NO 2 STONE | | | 0019 301-07448 134.000 TON | 14.00000 1876.00| 27.52000 3687.68| 24.00000 3216.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 310 -3 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1067077 |( 3 ) 35-1185040 |PHEND & BROWN INC |RITSCHARD BROTHERS |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 621-01004 1.000 EACH | 370.00000 370.00| 2783.00000 2783.00| 2650.00000 2650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-02318 26.100 LBS | 37.20000 970.92| 71.00000 1853.10| 70.00000 1827.00 SEED MIXTURE, PRAIRIE GRASS | | | 0022 621-02770 1685.000 SYS | 1.10000 1853.50| 1.20000 2022.00| 1.20000 2022.00 EROSION CONTROL BLANKET | | | 0023 621-06545 0.210 TON | 655.00000 137.55| 1738.00000 364.98| 1685.00000 353.85 FERTILIZER | | | 0024 621-06553 340.000 LBS | 1.85000 629.00| 2.08000 707.20| 2.05000 697.00 SEED MIXTURE, R | | | 0025 621-06565 5.220 TON | 390.00000 2035.80| 299.00000 1560.78| 290.00000 1513.80 MULCHING MATERIAL | | | 0026 621-06570 1275.000 CYS | 16.00000 20400.00| 19.07000 24314.25| 18.50000 23587.50 TOPSOIL | | | 0027 621-09499 20.800 LBS | 53.00000 1102.40| 157.26000 3271.01| 152.50000 3172.00 SEED MIXTURE, SEDGE MEADOW | | | 0028 622-52436 4.000 EACH | 36.00000 144.00| 41.25000 165.00| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0029 622-91786 150.000 EACH | 2.55000 382.50| 5.41000 811.50| 5.25000 787.50 SEEDLING | | | 0030 628-09408 12.000 MOS | 100.00000 1200.00| 238.50000 2862.00| 200.00000 2400.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0031 628-09409 12.000 MOS | 100.00000 1200.00| 83.00000 996.00| 100.00000 1200.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0032 718-06528 1.000 EACH | 800.00000 800.00| 1520.00000 1520.00| 1000.00000 1000.00 OUTLET PROTECTOR, 1 | | | 0033 801-03290 1.000 EACH | 240.00000 240.00| 95.00000 95.00| 240.00000 240.00 CONSTRUCTION SIGN, C | | | 0034 801-06640 2.000 EACH | 495.00000 990.00| 81.50000 163.00| 495.00000 990.00 CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP | 300.00000 300.00| 4179.00000 4179.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0036 801-07118 1192.000 LFT | 3.25000 3874.00| 6.55000 7807.60| 3.25000 3874.00 BARRICADE, III-A | | | SECTION TOTALS | $ 140,691.22| $ 181,916.56| $ 183,984.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 140,691.22| $ 181,916.56| $ 183,984.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 310 -4 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1801998 |PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |CLR 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 | 1600.00000 1600.00| 5000.00000 5000.00| 7500.00000 7500.00 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 | 16000.00000 16000.00| 10500.00000 10500.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 6103.000 SYS | 5.00000 30515.00| 5.75000 35092.25| 7.50000 45772.50 PAVEMENT REMOVAL | | | 0009 202-02272 72.000 LFT | 23.00000 1656.00| 6.50000 468.00| 25.00000 1800.00 PAVED SIDE DITCH, REMOVE | | | 0010 202-02274 1834.000 LFT | 2.00000 3668.00| 0.50000 917.00| 2.30000 4218.20 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0011 202-02928 1.000 EACH | 350.00000 350.00| 150.00000 150.00| 250.00000 250.00 CATCH BASIN, REMOVE | | | 0012 202-52710 360.000 SYS | 5.60000 2016.00| 2.71000 975.60| 3.60000 1296.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-74045 14.000 EACH | 30.00000 420.00| 10.00000 140.00| 40.00000 560.00 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0014 202-92607 20.000 EACH | 17.00000 340.00| 10.00000 200.00| 40.00000 800.00 SIGN POST, CHANNEL, REMOVE | | | 0015 202-96133 135.000 LFT | 10.00000 1350.00| 10.00000 1350.00| 12.50000 1687.50 PIPE, REMOVE | | | 0016 203-02000 5438.000 CYS | 9.00000 48942.00| 15.00000 81570.00| 11.75000 63896.50 EXCAVATION, COMMON | | | 0017 205-06937 580.000 LFT | 3.50000 2030.00| 1.96000 1136.80| 7.00000 4060.00 TEMPORARY SILT FENCE | | | 0018 205-09543 100.000 TON | 30.00000 3000.00| 15.00000 1500.00| 25.00000 2500.00 NO 2 STONE | | | 0019 301-07448 134.000 TON | 25.00000 3350.00| 21.00000 2814.00| 33.00000 4422.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 621-01004 1.000 EACH | 2650.00000 2650.00| 2650.00000 2650.00| 7500.00000 7500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 310 -5 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1065659 |( 6 ) 35-1801998 |PIONEER ASSOCIATES INC |BROOKS CONSTRUCTION COMPANY |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 621-02318 26.100 LBS | 69.00000 1800.90| 68.85000 1796.99| 115.00000 3001.50 SEED MIXTURE, PRAIRIE GRASS | | | 0022 621-02770 1685.000 SYS | 1.16000 1954.60| 1.16000 1954.60| 1.45000 2443.25 EROSION CONTROL BLANKET | | | 0023 621-06545 0.210 TON | 1685.00000 353.85| 1685.00000 353.85| 3000.00000 630.00 FERTILIZER | | | 0024 621-06553 340.000 LBS | 2.02000 686.80| 2.02000 686.80| 3.00000 1020.00 SEED MIXTURE, R | | | 0025 621-06565 5.220 TON | 290.00000 1513.80| 290.00000 1513.80| 363.00000 1894.86 MULCHING MATERIAL | | | 0026 621-06570 1275.000 CYS | 30.00000 38250.00| 25.00000 31875.00| 20.00000 25500.00 TOPSOIL | | | 0027 621-09499 20.800 LBS | 152.50000 3172.00| 152.50000 3172.00| 250.00000 5200.00 SEED MIXTURE, SEDGE MEADOW | | | 0028 622-52436 4.000 EACH | 40.00000 160.00| 40.00000 160.00| 50.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0029 622-91786 150.000 EACH | 5.25000 787.50| 5.25000 787.50| 7.50000 1125.00 SEEDLING | | | 0030 628-09408 12.000 MOS | 270.00000 3240.00| 231.00000 2772.00| 75.00000 900.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0031 628-09409 12.000 MOS | 140.00000 1680.00| 70.00000 840.00| 50.00000 600.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0032 718-06528 1.000 EACH | 615.00000 615.00| 600.00000 600.00| 3250.00000 3250.00 OUTLET PROTECTOR, 1 | | | 0033 801-03290 1.000 EACH | 97.04000 97.04| 240.00000 240.00| 400.00000 400.00 CONSTRUCTION SIGN, C | | | 0034 801-06640 2.000 EACH | 83.33000 166.66| 495.00000 990.00| 1250.00000 2500.00 CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP | 2400.00000 2400.00| 13771.82000 13771.82| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0036 801-07118 1192.000 LFT | 6.70000 7986.40| 2.00000 2384.00| 2.85000 3397.20 BARRICADE, III-A | | | SECTION TOTALS | $ 185,755.55| $ 210,366.01| $ 253,328.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 185,755.55| $ 210,366.01| $ 253,328.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 310 -6 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1489621 |( 8 ) 35-1817574 |( ) |HRP CONSTRUCTION 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 | 6500.00000 6500.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 15000.00000 15000.00| 20021.00000 20021.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 3490.00000 3490.00| 30000.00000 30000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 6103.000 SYS | 16.00000 97648.00| 15.00000 91545.00| PAVEMENT REMOVAL | | | 0009 202-02272 72.000 LFT | 8.00000 576.00| 10.00000 720.00| PAVED SIDE DITCH, REMOVE | | | 0010 202-02274 1834.000 LFT | 4.00000 7336.00| 5.00000 9170.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0011 202-02928 1.000 EACH | 350.00000 350.00| 300.00000 300.00| CATCH BASIN, REMOVE | | | 0012 202-52710 360.000 SYS | 6.00000 2160.00| 5.00000 1800.00| SIDEWALK, CONCRETE, REMOVE | | | 0013 202-74045 14.000 EACH | 30.00000 420.00| 100.00000 1400.00| SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0014 202-92607 20.000 EACH | 24.00000 480.00| 20.00000 400.00| SIGN POST, CHANNEL, REMOVE | | | 0015 202-96133 135.000 LFT | 8.00000 1080.00| 25.00000 3375.00| PIPE, REMOVE | | | 0016 203-02000 5438.000 CYS | 15.00000 81570.00| 26.00000 141388.00| EXCAVATION, COMMON | | | 0017 205-06937 580.000 LFT | 1.96000 1136.80| 5.00000 2900.00| TEMPORARY SILT FENCE | | | 0018 205-09543 100.000 TON | 35.00000 3500.00| 37.00000 3700.00| NO 2 STONE | | | 0019 301-07448 134.000 TON | 22.00000 2948.00| 30.00000 4020.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 621-01004 1.000 EACH | 2650.00000 2650.00| 750.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 310 -7 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -33073-A COUNTIES : KOSCIUSKO LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1489621 |( 8 ) 35-1817574 |( ) |HRP CONSTRUCTION INC |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 621-02318 26.100 LBS | 68.85000 1796.99| 180.00000 4698.00| SEED MIXTURE, PRAIRIE GRASS | | | 0022 621-02770 1685.000 SYS | 1.16000 1954.60| 3.50000 5897.50| EROSION CONTROL BLANKET | | | 0023 621-06545 0.210 TON | 1685.00000 353.85| 2500.00000 525.00| FERTILIZER | | | 0024 621-06553 340.000 LBS | 2.02000 686.80| 10.00000 3400.00| SEED MIXTURE, R | | | 0025 621-06565 5.220 TON | 290.00000 1513.80| 525.00000 2740.50| MULCHING MATERIAL | | | 0026 621-06570 1275.000 CYS | 24.00000 30600.00| 45.00000 57375.00| TOPSOIL | | | 0027 621-09499 20.800 LBS | 152.50000 3172.00| 185.00000 3848.00| SEED MIXTURE, SEDGE MEADOW | | | 0028 622-52436 4.000 EACH | 40.00000 160.00| 55.00000 220.00| SIGN, DO NOT MOW OR SPRAY | | | 0029 622-91786 150.000 EACH | 5.25000 787.50| 10.00000 1500.00| SEEDLING | | | 0030 628-09408 12.000 MOS | 260.00000 3120.00| 550.00000 6600.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0031 628-09409 12.000 MOS | 158.41000 1900.92| 150.00000 1800.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0032 718-06528 1.000 EACH | 2000.00000 2000.00| 150.00000 150.00| OUTLET PROTECTOR, 1 | | | 0033 801-03290 1.000 EACH | 92.00000 92.00| 200.00000 200.00| CONSTRUCTION SIGN, C | | | 0034 801-06640 2.000 EACH | 79.00000 158.00| 220.00000 440.00| CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP | 15000.00000 15000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0036 801-07118 1192.000 LFT | 6.35000 7569.20| 15.00000 17880.00| BARRICADE, III-A | | | SECTION TOTALS | $ 297,714.46| $ 438,767.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 297,714.46| $ 438,767.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 320 -1 VENDOR RANKING CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : PIPE LINING COMPLETION DATE : 12/01/11 LOCATION : VARIOUS LOCATIONS IN CRAWFORD AND PERRY COUNTIES PROJECT(S) : 0901882 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2097364 INDIANA RELINE INC $ 605,974.94 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 801,205.00 132.2175% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 830,805.00 137.1022% 4 35-1526557 MIDWEST MOLE INC $ 859,300.00 141.8045% 5 35-1817574 YARDBERRY LANDSCAPE $ 1,043,764.47 172.2455% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 320 -2 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1009310 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 6750.00000 6750.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 180.00000 360.00| 26.00000 52.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 100.00000 2800.00| 90.00000 2520.00| 52.00000 1456.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 2500.00000 2500.00| 40000.00000 40000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 3000.00000 3000.00| 1500.00000 1500.00| 6475.00000 6475.00 CLEARING RIGHT OF WAY | | | 0011 202-02272 40.000 LFT | 65.00000 2600.00| 40.00000 1600.00| 6.70000 268.00 PAVED SIDE DITCH, REMOVE | | | 0012 205-06932 80.000 LFT | 15.00000 1200.00| 25.00000 2000.00| 1.50000 120.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 1000.000 LFT | 1.50000 1500.00| 5.00000 5000.00| 1.30000 1300.00 TEMPORARY SILT FENCE | | | 0014 616-02320 336.000 SYS | 2.00000 672.00| 5.00000 1680.00| 4.25000 1428.00 GEOTEXTILES | | | 0015 616-05689 270.000 TON | 50.00000 13500.00| 35.00000 9450.00| 38.50000 10395.00 RIPRAP, CLASS 2 | | | 0016 616-06405 210.000 TON | 40.00000 8400.00| 35.00000 7350.00| 33.80000 7098.00 RIPRAP, REVETMENT | | | 0017 628-09402 14.000 MOS | 1800.00000 25200.00| 1800.00000 25200.00| 1665.00000 23310.00 FIELD OFFICE, B | | | 0018 628-09407 14.000 MOS | 250.00000 3500.00| 175.00000 2450.00| 157.00000 2198.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 320 -3 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1004746 |( 3 ) 35-1009310 |INDIANA RELINE INC |TEMPLE & TEMPLE EXCAVATING & |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 715-06338 16.000 LFT | 140.00000 2240.00| 220.00000 3520.00| 276.00000 4416.00 PIPE EXTENSION, CIRCULAR, 66 IN. , | | | CORRUGATED STEEL | | | 0020 715-07626 1.000 EACH | 3500.00000 3500.00| 2675.00000 2675.00| 2500.00000 2500.00 CONCRETE ANCHOR, 66 IN | | | 0021 725-06859 180.000 LFT | 175.00000 31500.00| 135.00000 24300.00| 226.50000 40770.00 PIPE LINER, THERMOPLASTIC, 48 IN | | | 0022 725-06875 532.000 LFT | 290.00000 154280.00| 410.00000 218120.00| 327.00000 173964.00 PIPE LINER, THERMOPLASTIC, 66 IN | | | 0023 725-06877 472.000 LFT | 327.50000 154580.00| 460.00000 217120.00| 468.00000 220896.00 PIPE LINER, THERMOPLASTIC, 78 IN | | | 0024 725-09894 338.000 LFT | 513.13000 173437.94| 645.00000 218010.00| 808.00000 273104.00 PIPE LINER, THERMOPLASTIC, 102 IN. | | | 0025 801-03290 11.000 EACH | 280.00000 3080.00| 320.00000 3520.00| 275.00000 3025.00 CONSTRUCTION SIGN, C | | | 0026 801-06640 27.000 EACH | 140.00000 3780.00| 160.00000 4320.00| 135.00000 3645.00 CONSTRUCTION SIGN, A | | | 0027 801-06710 10.000 DAY | 30.00000 300.00| 23.00000 230.00| 20.00000 200.00 FLASHING ARROW SIGN | | | 0028 801-06775 LUMP | 12000.00000 12000.00| 3525.00000 3525.00| 9180.00000 9180.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 605,974.94| $ 801,205.00| $ 830,805.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 605,974.94| $ 801,205.00| $ 830,805.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 320 -4 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1526557 |( 5 ) 35-1817574 |( ) |MIDWEST MOLE INC |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 32875.00000 32875.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 350.00000 700.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 100.00000 2800.00| 150.00000 4200.00| 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 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 45500.00000 45500.00| 49703.07000 49703.07| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 25500.00000 25500.00| 18000.00000 18000.00| CLEARING RIGHT OF WAY | | | 0011 202-02272 40.000 LFT | 10.00000 400.00| 10.00000 400.00| PAVED SIDE DITCH, REMOVE | | | 0012 205-06932 80.000 LFT | 20.00000 1600.00| 15.00000 1200.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 1000.000 LFT | 3.50000 3500.00| 3.50000 3500.00| TEMPORARY SILT FENCE | | | 0014 616-02320 336.000 SYS | 2.50000 840.00| 6.50000 2184.00| GEOTEXTILES | | | 0015 616-05689 270.000 TON | 17.00000 4590.00| 65.00000 17550.00| RIPRAP, CLASS 2 | | | 0016 616-06405 210.000 TON | 17.00000 3570.00| 50.00000 10500.00| RIPRAP, REVETMENT | | | 0017 628-09402 14.000 MOS | 1600.00000 22400.00| 2200.00000 30800.00| FIELD OFFICE, B | | | 0018 628-09407 14.000 MOS | 250.00000 3500.00| 550.00000 7700.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0019 715-06338 16.000 LFT | 245.00000 3920.00| 220.00000 3520.00| PIPE EXTENSION, CIRCULAR, 66 IN. , | | | CORRUGATED STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 320 -5 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -33222-A COUNTIES : CRAWFORD PERRY LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1526557 |( 5 ) 35-1817574 |( ) |MIDWEST MOLE INC |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 715-07626 1.000 EACH | 4500.00000 4500.00| 3000.00000 3000.00| CONCRETE ANCHOR, 66 IN | | | 0021 725-06859 180.000 LFT | 275.00000 49500.00| 206.60000 37188.00| PIPE LINER, THERMOPLASTIC, 48 IN | | | 0022 725-06875 532.000 LFT | 340.00000 180880.00| 490.00000 260680.00| PIPE LINER, THERMOPLASTIC, 66 IN | | | 0023 725-06877 472.000 LFT | 445.00000 210040.00| 597.50000 282020.00| PIPE LINER, THERMOPLASTIC, 78 IN | | | 0024 725-09894 338.000 LFT | 710.00000 239980.00| 863.80000 291964.40| PIPE LINER, THERMOPLASTIC, 102 IN. | | | 0025 801-03290 11.000 EACH | 300.00000 3300.00| 200.00000 2200.00| CONSTRUCTION SIGN, C | | | 0026 801-06640 27.000 EACH | 150.00000 4050.00| 150.00000 4050.00| CONSTRUCTION SIGN, A | | | 0027 801-06710 10.000 DAY | 85.00000 850.00| 20.00000 200.00| FLASHING ARROW SIGN | | | 0028 801-06775 LUMP | 15000.00000 15000.00| 7500.00000 7500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 859,300.00| $ 1,043,764.47| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 859,300.00| $ 1,043,764.47| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -1 VENDOR RANKING CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ENHANCEMENT, BICYCLE/PEDESTRIAN FACILITY COMPLETION DATE : 12/31/11 LOCATION : ALONG VIRGINIA AVE FROM PENNSYLVANIA AVE AND WASHINGTON PROJECT(S) : 0902007 INTERSECTION TO PROSPECT ST. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY INC $ 7,985,722.66 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 8,013,057.00 100.3423% 3 35-1609544 SCHUTT-LOOKABILL CO $ 8,086,996.20 101.2682% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -2 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BICYCLE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 64000.00000 64000.00| 143118.91000 143118.91| 54000.00000 54000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 380000.00000 380000.00| 420554.18000 420554.18| 753046.26000 753046.26 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 150000.00000 150000.00| 172964.72000 172964.72| 83014.83000 83014.83 CLEARING RIGHT OF WAY | | | 0009 202-02240 2417.000 SYS | 12.00000 29004.00| 11.32000 27360.44| 0.01000 24.17 PAVEMENT REMOVAL | | | 0010 202-02273 253.000 SYS | 25.00000 6325.00| 15.44000 3906.32| 21.56000 5454.68 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02278 7130.000 LFT | 5.00000 35650.00| 0.92000 6559.60| 7.23000 51549.90 CURB, CONCRETE, REMOVE | | | 0012 202-04089 25.000 EACH | 66.66000 1666.50| 53.03000 1325.75| 27.00000 675.00 SIGN, SHEET, REMOVE | | | 0013 202-52710 8684.000 SYS | 7.00000 60788.00| 5.53000 48022.52| 8.24000 71556.16 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-91385 18.000 EACH | 346.11000 6229.98| 218.84000 3939.12| 130.39000 2347.02 INLET, REMOVE | | | 0015 202-96133 251.000 LFT | 22.17000 5564.67| 18.51000 4646.01| 16.17000 4058.67 PIPE, REMOVE | | | 0016 203-02000 6170.000 CYS | 35.00000 215950.00| 46.34000 285917.80| 49.60000 306032.00 EXCAVATION, COMMON | | | 0017 205-03371 6.500 CYS | 51.25000 333.13| 52.64000 342.16| 3.02000 19.63 SEDIMENT, REMOVE | | | 0018 205-06933 13.000 EACH | 94.27000 1225.51| 115.02000 1495.26| 91.80000 1193.40 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06937 2437.000 LFT | 1.39000 3387.43| 2.23000 5434.51| 1.46000 3558.02 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -3 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08266 4827.000 SYS | 2.95000 14239.65| 5.83000 28141.41| 20.01000 96588.27 SUBGRADE TREATMENT, TYPE III | | | 0021 207-08267 1096.000 SYS | 19.35000 21207.60| 9.09000 9962.64| 22.48000 24638.08 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 210-04181 33.000 EACH | 630.00000 20790.00| 537.44000 17735.52| 768.05000 25345.65 BICYCLE RACK | | | 0023 210-07893 LUMP | 124000.00000 124000.00| 106388.59000 106388.59| 178064.08000 178064.08 IRRIGATION , LANDSCAPE | | | 0024 210-08138 5.000 EACH | 287.25000 1436.25| 254.73000 1273.65| 264.60000 1323.00 RECEPTACLE , GFI, CAST IRON BOX | | | 0025 210-08138 22.000 EACH | 632.18000 13907.96| 465.73000 10246.06| 324.00000 7128.00 RECEPTACLE AND BASE, GFI | | | 0026 211-09264 1041.000 CYS | 55.64000 57921.24| 64.36000 66998.76| 42.62000 44367.42 STRUCTURAL BACKFILL, TYPE 1 | | | 0027 301-07448 297.000 TON | 42.00000 12474.00| 17.83000 5295.51| 34.10000 10127.70 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-07455 28.000 CYS | 66.75000 1869.00| 40.72000 1140.16| 60.46000 1692.88 DENSE GRADED SUBBASE , UNDISTRIBUTED | | | 0029 302-08562 226.440 TON | 45.00000 10189.80| 33.30000 7540.45| 40.36000 9139.12 COARSE AGGREGATE, 8 | | | 0030 303-01180 3452.720 TON | 42.00000 145014.24| 37.26000 128648.35| 35.55000 122744.20 COMPACTED AGGREGATE, NO. 53 | | | 0031 303-08210 325.000 TON | 44.97000 14615.25| 15.08000 4901.00| 39.91000 12970.75 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0032 306-08042 5199.000 SYS | 6.00000 31194.00| 1.05000 5458.95| 4.64000 24123.36 MILLING, SCARIFICATION/PROFILE | | | 0033 402-07433 887.000 TON | 80.00000 70960.00| 82.54000 73212.98| 86.18000 76441.66 HMA SURFACE, TYPE B | | | 0034 402-07438 860.000 TON | 77.00000 66220.00| 68.33000 58763.80| 77.22000 66409.20 HMA INTERMEDIATE, TYPE B | | | 0035 402-07441 1536.000 TON | 72.00000 110592.00| 57.94000 88995.84| 76.68000 117780.48 HMA BASE, TYPE B | | | 0036 406-05520 5.500 TON | 554.54000 3049.97| 109.33000 601.32| 999.00000 5494.50 ASPHALT FOR TACK COAT | | | 0037 502-06327 167.000 SYS | 59.45000 9928.15| 91.83000 15335.61| 49.17000 8211.39 PCCP, 10 IN , UNDISTRIBUTED | | | 0038 502-06627 1355.890 SYS | 69.00000 93556.41| 60.13000 81529.67| 50.80000 68879.21 PCCP, 6 IN , MODIFIED | | | 0039 502-09531 9721.500 SYS | 34.00000 330531.00| 41.65000 404900.48| 26.56000 258203.04 PCCP , 4 IN., MODIFIED UNDER PAVERS | | | 0040 503-05240 150.000 LFT | 9.75000 1462.50| 21.95000 3292.50| 14.28000 2142.00 D-1 CONTRACTION JOINT , UNDISTRIBUTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -4 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 601-04793 362.320 LFT | 295.02000 106891.65| 290.81000 105366.28| 287.28000 104087.29 GUARDRAIL , ORNAMENTAL, ALUMINUM | | | 0042 601-04849 787.000 LFT | 33.27000 26183.49| 30.61000 24090.07| 30.24000 23798.88 POST , ROUND, ALUMINUM, 2 1/4 IN. O.D. | | | 0043 604-04740 43503.940 SFT | 13.00000 565551.22| 12.85000 559025.63| 12.84000 558590.59 PAVERS , TYPE A, ASPHALT BLOCK, 2 IN. | | | 0044 604-04740 5509.960 SFT | 14.00000 77139.44| 14.49000 79839.32| 14.93000 82263.70 PAVERS , TYPE B, ASPHALT BLOCK, 3 IN. | | | 0045 604-04740 21419.040 SFT | 16.03000 343347.21| 15.58000 333708.64| 15.45000 330924.17 PAVERS , TYPE C, SLATEFACE, CONCRETE, 2 | | | IN. | | | 0046 604-04740 18158.720 SFT | 13.10000 237879.23| 13.39000 243145.26| 12.63000 229344.63 PAVERS , TYPE E, CONCRETE, 2 1/4 IN. | | | 0047 604-04740 1130.050 SFT | 20.35000 22996.52| 36.81000 41597.14| 19.62000 22171.58 PAVERS , TYPE F, CONCRETE, ADA, 2 1/4 | | | IN. | | | 0048 604-04740 53.230 SFT | 11.48000 611.08| 12.03000 640.36| 11.07000 589.26 PAVERS , TYPE F, CONCRETE, ADA, 2 1/4 | | | IN., | | | 0049 604-04740 17048.550 SFT | 13.14000 224017.95| 13.39000 228280.08| 12.67000 216005.13 PAVERS , TYPE G, CONCRETE, 2 IN. | | | 0050 604-04740 3850.050 SFT | 9.35000 35997.97| 8.75000 33687.94| 9.02000 34727.45 PAVERS , TYPE G, CONCRETE, 2 IN., | | | 0051 604-04740 2084.550 SFT | 13.43000 27995.51| 10.11000 21074.80| 12.95000 26994.92 PAVERS , TYPE K, CONCRETE, 3 IN. | | | 0052 604-04740 2160.030 SFT | 16.07000 34711.68| 13.39000 28922.80| 15.50000 33480.47 PAVERS , TYPE L, CONCRETE, 2 1/4 IN. | | | 0053 604-04740 160.070 SFT | 8.25000 1320.58| 8.75000 1400.61| 7.96000 1274.16 PAVERS , TYPE L, CONCRETE, 2 1/4 IN., | | | 0054 604-04740 8139.670 SFT | 9.80000 79768.77| 11.21000 91245.70| 9.45000 76919.88 PAVERS , TYPE N, CONCRETE, 2 IN., | | | MATERIAL ONLY | | | 0055 604-04740 3342.450 SFT | 19.25000 64342.16| 17.77000 59395.34| 18.57000 62069.30 PAVERS TYPE D, SLATEFACE, CONCRETE, 3 | | | IN. | | | 0056 604-04805 7225.610 LFT | 6.97000 50362.50| 6.56000 47400.00| 6.72000 48556.10 PAVER EDGE RESTRAINT | | | 0057 604-07894 129.290 SYS | 90.00000 11636.10| 202.25000 26148.90| 95.93000 12402.79 CURB RAMP, CONCRETE, A | | | 0058 604-07897 32.280 SYS | 84.00000 2711.52| 202.25000 6528.63| 126.10000 4070.51 CURB RAMP, CONCRETE, C | | | 0059 604-07898 58.400 SYS | 84.00000 4905.60| 202.25000 11811.40| 122.86000 7175.02 CURB RAMP, CONCRETE, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -5 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604-07903 87.260 SYS | 84.00000 7329.84| 202.25000 17648.34| 105.61000 9215.53 CURB RAMP, CONCRETE, K | | | 0061 604-91531 1158.400 SYS | 37.00000 42860.80| 46.96000 54398.46| 54.08000 62646.27 SIDEWALK, CONCRETE, 4 IN | | | 0062 604-91531 42.010 SYS | 274.07000 11513.68| 163.99000 6889.22| 177.63000 7462.24 SIDEWALK, CONCRETE, 4 IN , MODIFIED | | | 0063 605-06090 771.000 LFT | 30.00000 23130.00| 29.06000 22405.26| 37.26000 28727.46 CURB, INTEGRAL, CONCRETE | | | 0064 605-06120 5528.000 LFT | 27.00000 149256.00| 28.02000 154894.56| 24.08300 133130.82 CURB, CONCRETE | | | 0065 605-06120 285.410 LFT | 30.00000 8562.30| 28.58000 8157.02| 29.34000 8373.93 CURB, CONCRETE , STRAIGHT | | | 0066 605-06120 487.770 LFT | 30.00000 14633.10| 32.47000 15837.89| 28.98000 14135.57 CURB, CONCRETE , STRAIGHT, MODIFIED | | | 0067 605-06125 1106.000 LFT | 56.05000 61991.30| 73.53000 81324.18| 53.96000 59679.76 CURB, CONCRETE, MODIFIED | | | 0068 605-08354 33.500 SYS | 101.88000 3412.98| 202.25000 6775.38| 71.15000 2383.53 CURB RAMP, TYPE A1, CONCRETE, MODIFIED, | | | 0069 605-08354 46.040 SYS | 118.55000 5458.04| 377.18000 17365.37| 71.15000 3275.75 CURB RAMP, TYPE A2, CONCRETE, MODIFIED, | | | 0070 605-08354 202.620 SYS | 104.83000 21240.65| 377.18000 76424.21| 71.15000 14416.41 CURB RAMP, TYPE A3, CONCRETE, MODIFIED, | | | 0071 605-08354 25.320 SYS | 101.97000 2581.88| 202.25000 5120.97| 71.15000 1801.52 CURB RAMP, TYPE A4, CONCRETE, MODIFIED, | | | 0072 605-08354 152.180 SYS | 128.03000 19483.61| 377.18000 57399.25| 89.70000 13650.55 CURB RAMP, TYPE D1, CONCRETE, MODIFIED, | | | 0073 605-08354 18.130 SYS | 134.41000 2436.85| 377.18000 6838.27| 89.70000 1626.26 CURB RAMP, TYPE D2, CONCRETE, MODIFIED, | | | 0074 605-08354 19.380 SYS | 108.07000 2094.40| 202.25000 3919.61| 89.70000 1738.39 CURB RAMP, TYPE D3, CONCRETE, MODIFIED, | | | 0075 610-08446 1215.210 SYS | 49.20000 59788.33| 77.83000 94579.79| 31.43000 38194.05 PCCP FOR APPROACHES, 6 IN , UNDER PAVER | | | 0076 610-09108 1096.000 SYS | 75.00000 82200.00| 87.71000 96130.16| 72.20000 79131.20 PCCP FOR APPROACHES, 9 IN | | | 0077 615-06490 6.000 EACH | 166.36000 998.16| 142.58000 855.48| 270.00000 1620.00 RIGHT OF WAY MARKER | | | 0078 615-97672 9.000 EACH | 1497.22000 13474.98| 1399.48000 12595.32| 1408.75000 12678.75 TRASH RECEPTACLE | | | 0079 621-06570 784.350 CYS | 90.00000 70591.50| 73.25000 57453.64| 105.46000 82717.55 TOPSOIL | | | 0080 621-06570 85.130 CYS | 100.00000 8513.00| 71.06000 6049.34| 134.49000 11449.13 TOPSOIL , STORMWATER MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -6 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 621-06570 583.860 CYS | 120.00000 70063.20| 123.48000 72095.03| 97.77000 57083.99 TOPSOIL , STRUCTURAL SOIL | | | 0082 621-06575 465.330 SYS | 5.55000 2582.58| 5.47000 2545.36| 5.78000 2689.61 SODDING, NURSERY | | | 0083 621-98038 748.340 CYS | 83.18000 62246.92| 81.99000 61356.40| 113.40000 84861.76 MULCH, HARDWOOD SHREDDED BARK | | | 0084 622-04648 3.000 EACH | 3517.32000 10551.96| 3328.19000 9984.57| 3204.79000 9614.37 TREE GRATE | | | 0085 622-05638 323.000 EACH | 23.29000 7522.67| 22.96000 7416.08| 28.08000 9069.84 PLANT, DECIDUOUS SHRUB, 18 IN OR UNDER | | | 0086 622-05639 795.000 EACH | 36.60000 29097.00| 36.08000 28683.60| 38.88000 30909.60 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | | 0087 622-05640 168.000 EACH | 43.25000 7266.00| 42.64000 7163.52| 51.84000 8709.12 PLANT, DECIDUOUS SHRUB, 24 TO 36 IN | | | 0088 622-05649 6.000 EACH | 183.00000 1098.00| 180.39000 1082.34| 297.00000 1782.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN | | | 0089 622-05651 53.000 EACH | 321.63000 17046.39| 317.05000 16803.65| 486.00000 25758.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN | | | 0090 622-05653 2826.000 EACH | 3.33000 9410.58| 3.28000 9269.28| 4.75000 13423.50 PLANT, GROUND COVER , 3 IN. POT | | | 0091 622-05654 8048.000 EACH | 13.31000 107118.88| 13.12000 105589.76| 14.26000 114764.48 PLANT, PERENNIAL , 1 GAL | | | 0092 622-05654 250.000 EACH | 16.64000 4160.00| 16.40000 4100.00| 19.01000 4752.50 PLANT, PERENNIAL , 2 GAL | | | 0093 622-05655 223.000 EACH | 19.96000 4451.08| 19.68000 4388.64| 15.50000 3456.50 PLANT, ROOT, TUBER, CORM, BULB | | | 0094 622-06573 16.000 EACH | 2772.69000 44363.04| 324.42000 5190.72| 1816.55000 29064.80 IRRIGATION WATER METER AND TAP | | | 0095 628-09403 18.000 MOS | 2537.54000 45675.72| 2167.15000 39008.70| 2848.16000 51266.88 FIELD OFFICE, C | | | 0096 711-51035 3796.600 LBS | 7.20000 27335.52| 2.92000 11086.07| 6.04000 22931.46 STRUCTURAL STEEL | | | 0097 712-03812 13.000 EACH | 2791.03000 36283.39| 2356.75000 30637.75| 2592.14000 33697.82 BENCH , TYPE 1 | | | 0098 712-03812 3.000 EACH | 2636.95000 7910.85| 1810.27000 5430.81| 1911.74000 5735.22 BENCH , TYPE 2 | | | 0099 715-05146 8.000 LFT | 38.38000 307.04| 46.09000 368.72| 102.44000 819.52 PIPE, TYPE 2, CIRCULAR, 6 IN | | | 0100 715-05148 8.000 LFT | 42.31000 338.48| 193.14000 1545.12| 127.21000 1017.68 PIPE, TYPE 2, CIRCULAR, 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -7 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 715-05149 2684.000 LFT | 46.00000 123464.00| 67.70000 181706.80| 42.92000 115197.28 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0102 715-05152 24.000 LFT | 109.79000 2634.96| 208.17000 4996.08| 109.05000 2617.20 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0103 715-08305 86.000 TON | 155.27000 13353.22| 184.76000 15889.36| 203.31000 17484.66 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0104 715-09064 2724.000 LFT | 1.33000 3622.92| 1.31000 3568.44| 1.89000 5148.36 VIDEO INSPECTION FOR PIPE | | | 0105 720-02442 7.000 EACH | 239.89000 1679.23| 109.26000 764.82| 161.68000 1131.76 PIPE, PLUG EXISTING | | | 0106 720-07309 276.000 LFT | 198.51000 54788.76| 227.94000 62911.44| 298.33000 82339.08 TRENCH DRAIN | | | 0107 720-07309 20.000 LFT | 179.93000 3598.60| 194.31000 3886.20| 85.13000 1702.60 TRENCH DRAIN , MODIFIED | | | 0108 720-09079 3.000 EACH | 2001.51000 6004.53| 2026.28000 6078.84| 2549.12000 7647.36 INLET, HA5, MODIFIED | | | 0109 720-44000 71.000 EACH | 404.80000 28740.80| 219.61000 15592.31| 452.63000 32136.73 CASTING, ADJUST TO GRADE | | | 0110 720-44015 2.000 EACH | 942.41000 1884.82| 716.95000 1433.90| 982.74000 1965.48 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0111 720-45042 3.000 EACH | 1744.57000 5233.71| 2180.37000 6541.11| 2467.04000 7401.12 INLET, HA5 | | | 0112 720-45145 4.000 EACH | 1559.35000 6237.40| 1238.03000 4952.12| 1536.23000 6144.92 INLET, J10, MODIFIED | | | 0113 720-45250 10.000 EACH | 1649.19000 16491.90| 1392.87000 13928.70| 2536.16000 25361.60 CATCH BASIN, K10 | | | 0114 720-45270 8.000 EACH | 1703.39000 13627.12| 1242.32000 9938.56| 1926.93000 15415.44 PIPE CATCH BASIN, 18 IN | | | 0115 720-45275 6.000 EACH | 1536.14000 9216.84| 1780.45000 10682.70| 2431.72000 14590.32 PIPE CATCH BASIN, 24 IN | | | 0116 720-45410 2.000 EACH | 1963.77000 3927.54| 1728.04000 3456.08| 3435.47000 6870.94 MANHOLE, C4 | | | 0117 720-45510 7.000 EACH | 2195.57000 15368.99| 1490.36000 10432.52| 4005.71000 28039.97 MANHOLE, C4, MODIFIED | | | 0118 720-90984 6.000 EACH | 2471.72000 14830.32| 1881.06000 11286.36| 3679.71000 22078.26 MANHOLE, C2 | | | 0119 720-91352 1.000 EACH | 1330.88000 1330.88| 1325.22000 1325.22| 1465.77000 1465.77 CATCH BASIN, F7 | | | 0120 720-97865 5.000 EACH | 4385.75000 21928.75| 2490.94000 12454.70| 5338.42000 26692.10 MANHOLE, C2, MODIFIED | | | 0121 720-98687 3.000 EACH | 1663.61000 4990.83| 1843.45000 5530.35| 2522.12000 7566.36 CATCH BASIN, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -8 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 801-03290 20.000 EACH | 216.27000 4325.40| 431.84000 8636.80| 426.60000 8532.00 CONSTRUCTION SIGN, C | | | 0123 801-04308 4.000 EACH | 549.00000 2196.00| 431.84000 1727.36| 426.60000 1706.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0124 801-06207 19308.000 LFT | 1.05000 20273.40| 0.85000 16411.80| 0.76000 14674.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0125 801-06218 44.000 LFT | 8.32000 366.08| 16.40000 721.60| 16.20000 712.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0126 801-06640 46.000 EACH | 160.82000 7397.72| 213.19000 9806.74| 210.60000 9687.60 CONSTRUCTION SIGN, A | | | 0127 801-06645 44.000 EACH | 98.71000 4343.24| 60.13000 2645.72| 59.40000 2613.60 CONSTRUCTION SIGN, B | | | 0128 801-06710 2919.000 DAY | 10.00000 29190.00| 8.75000 25541.25| 6.48000 18915.12 FLASHING ARROW SIGN | | | 0129 801-06775 LUMP | 100000.00000 100000.00| 73834.00000 73834.00| 149926.50000 149926.50 MAINTAINING TRAFFIC | | | 0130 801-07119 120.000 LFT | 15.53000 1863.60| 42.64000 5116.80| 42.12000 5054.40 BARRICADE, III-B | | | 0131 802-03896 11.000 EACH | 2500.00000 27500.00| 2673.86000 29412.46| 2569.91000 28269.01 BOLLARD , TYPE 1 | | | 0132 802-03896 19.000 EACH | 1900.00000 36100.00| 1927.13000 36615.47| 1858.19000 35305.61 BOLLARD , TYPE 2 | | | 0133 802-03896 32.000 EACH | 1300.00000 41600.00| 1251.34000 40042.88| 1260.79000 40345.28 BOLLARD , TYPE 3 | | | 0134 802-04314 2.000 EACH | 897.24000 1794.48| 359.24000 718.48| 369.36000 738.72 SIGN , TRAIL, TYPE 15, ART INTERPETIVE | | | 0135 802-04314 4.000 EACH | 1296.51000 5186.04| 840.32000 3361.28| 864.00000 3456.00 SIGN , TRAIL, TYPE 150, INTERPETIVE | | | 0136 802-04314 15.000 EACH | 1126.82000 16902.30| 577.72000 8665.80| 594.00000 8910.00 SIGN , TRAIL, TYPE 20, TRAIL YIELD | | | 0137 802-04314 26.000 EACH | 953.80000 24798.80| 714.27000 18571.02| 734.40000 19094.40 SIGN , TRAIL, TYPE 30, LIGHT POLE | | | 0138 802-04314 14.000 EACH | 1506.13000 21085.82| 1071.41000 14999.74| 1101.60000 15422.40 SIGN , TRAIL, TYPE 35, LIGHT POLE | | | 0139 802-04314 19.000 EACH | 732.00000 13908.00| 382.35000 7264.65| 393.12000 7469.28 SIGN , TRAIL, TYPE 80, MEDALLION | | | 0140 802-05701 233.000 LFT | 17.86000 4161.38| 16.40000 3821.20| 10.80000 2516.40 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0141 802-07059 66.000 EACH | 66.66000 4399.56| 68.88000 4546.08| 43.20000 2851.20 SIGN, SHEET, AND SUPPORTS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -9 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 802-07060 46.000 EACH | 307.22000 14132.12| 137.75000 6336.50| 59.40000 2732.40 SIGN, SHEET, RELOCATE | | | 0143 802-09838 474.000 SFT | 16.97000 8043.78| 26.24000 12437.76| 17.28000 8190.72 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0144 802-09842 52.000 SFT | 22.74000 1182.48| 28.43000 1478.36| 32.40000 1684.80 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0145 802-91122 1.000 EACH | 395.94000 395.94| 582.72000 582.72| 43.20000 43.20 SIGN, GROUND MOUNTED, RESET | | | 0146 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 810.00000 810.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 1 | | | 0147 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 2 | | | 0148 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 3 | | | 0149 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 4 | | | 0150 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 5 | | | 0151 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 810.00000 810.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 6 | | | 0152 805-01300 1.000 EACH | 1811.13000 1811.13| 2318.82000 2318.82| 1080.00000 1080.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 7 | | | 0153 805-01842 27.000 EACH | 1091.33000 29465.91| 864.77000 23348.79| 918.00000 24786.00 HANDHOLE, SIGNAL | | | 0154 805-01843 7.000 EACH | 334.94000 2344.58| 474.48000 3321.36| 81.00000 567.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0155 805-02037 1.000 EACH | 2401.15000 2401.15| 2165.76000 2165.76| 2376.00000 2376.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 20FT | | | 0156 805-02037 2.000 EACH | 4121.33000 8242.66| 3231.69000 6463.38| 2592.00000 5184.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 20FT , POWDER COATED | | | 0157 805-02069 2.000 EACH | 2802.64000 5605.28| 2811.88000 5623.76| 2484.00000 4968.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 25FT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -10 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 805-02072 5.000 EACH | 3804.13000 19020.65| 3564.04000 17820.20| 3456.00000 17280.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT | | | 0160 805-02072 1.000 EACH | 4319.86000 4319.86| 3848.29000 3848.29| 3888.00000 3888.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT , POWDER COATED | | | 0161 805-02087 LUMP | 1479.51000 1479.51| 2760.49000 2760.49| 540.00000 540.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATIONS 1 THROUGH 7 | | | 0162 805-02150 65.000 EACH | 773.02000 50246.30| 710.62000 46190.30| 648.00000 42120.00 PEDESTRIAN SIGNAL HEAD, 18 IN | | | 0163 805-02373 890.000 LFT | 5.32000 4734.80| 9.29000 8268.10| 4.05000 3604.50 SIGNAL INTERCONNECT CABLE, FIBER OPTIC | | | 0164 805-02441 3520.000 LFT | 0.30000 1056.00| 0.60000 2112.00| 0.27000 950.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14 GA. | | | 0165 805-02855 7.000 EACH | 1411.86000 9883.02| 1439.83000 10078.81| 1269.00000 8883.00 SIGNAL SUPPORT FOUNDATION, 2FT 6 IN X | | | 2FT 6 IN X 6FT | | | 0166 805-04133 2.000 EACH | 799.64000 1599.28| 689.85000 1379.70| 756.00000 1512.00 SIGNAL PEDESTAL, 12FT | | | 0167 805-04757 4.000 EACH | 462.49000 1849.96| 274.41000 1097.64| 135.00000 540.00 SIGNAL HEAD, RELOCATE | | | 0168 805-04952 7.000 EACH | 2345.70000 16419.90| 1999.58000 13997.06| 594.00000 4158.00 CONTROLLER AND CABINET , EXISTING, | | | RELOCATE | | | 0169 805-04973 60.000 LFT | 60.89000 3653.40| 39.90000 2394.00| 25.11000 1506.60 CONDUIT , IMC, 3/4 IN., WITH JUNCTION | | | BOXES | | | 0171 805-04973 822.000 LFT | 5.32000 4373.04| 19.68000 16176.96| 15.12000 12428.64 CONDUIT , PVC, 3/4 IN., SCHEDULE 40, IN | | | CONCRETE | | | 0172 805-05870 7.000 EACH | 1450.67000 10154.69| 1499.96000 10499.72| 1350.00000 9450.00 SIGNAL SUPPORT FOUNDATION , 3 FT. X 3 | | | FT. X 7 FT. | | | 0173 805-06101 98.000 EACH | 970.44000 95103.12| 596.92000 58498.16| 594.00000 58212.00 FOUNDATION , LUMINAIRE, TYPE L1 | | | 0174 805-06101 10.000 EACH | 526.82000 5268.20| 638.47000 6384.70| 270.00000 2700.00 FOUNDATION , LUMINAIRE, TYPE L2 | | | 0175 805-06362 1.000 EACH | 6072.20000 6072.20| 3685.39000 3685.39| 4644.00000 4644.00 SIGNAL AND LIGHTING COMBINATION POLE | | | STRUCTURE, 25 FT. SIGNAL ARM, 6 FT. | | | 0176 805-06834 1.000 EACH | 16171.46000 16171.46| 16820.97000 16820.97| 15930.00000 15930.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE , TS2, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -11 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 805-08129 181.000 LFT | 4.99000 903.19| 3.72000 673.32| 0.54000 97.74 SIGNAL CABLE , EXISTING, RELOCATE | | | 0178 805-78010 1.000 EACH | 1317.58000 1317.58| 1403.76000 1403.76| 1134.00000 1134.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0179 805-78190 8.000 EACH | 460.27000 3682.16| 467.92000 3743.36| 464.40000 3715.20 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | | 0180 805-78205 37.000 EACH | 845.11000 31269.07| 836.35000 30944.95| 847.80000 31368.60 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0181 805-78215 2.000 EACH | 787.44000 1574.88| 775.13000 1550.26| 783.00000 1566.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER ARROW, GREEN ARROW | | | 0182 805-78230 2.000 EACH | 1299.84000 2599.68| 1305.36000 2610.72| 1404.00000 2808.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0183 805-78370 65.000 EACH | 1229.97000 79948.05| 1166.51000 75823.15| 1198.80000 77922.00 PEDESTRIAN PUSH BUTTON | | | 0184 805-78445 6.000 EACH | 851.77000 5110.62| 1030.95000 6185.70| 707.40000 4244.40 SIGNAL SERVICE | | | 0185 805-78467 53.000 LFT | 3.22000 170.66| 2.51000 133.03| 3.24000 171.72 SIGNAL CABLE, 3C 8GA | | | 0186 805-78480 10157.000 LFT | 1.89000 19196.73| 1.20000 12188.40| 2.11000 21431.27 SIGNAL CABLE, 3C 14GA | | | 0187 805-78485 15087.000 LFT | 2.22000 33493.14| 1.42000 21423.54| 2.32000 35001.84 SIGNAL CABLE, 5C 14GA | | | 0188 805-78490 635.000 LFT | 2.44000 1549.40| 1.64000 1041.40| 2.41000 1530.35 SIGNAL CABLE, 7C 14GA | | | 0189 805-78495 1939.000 LFT | 2.66000 5157.74| 1.86000 3606.54| 2.59000 5022.01 SIGNAL CABLE, 9C 14GA | | | 0190 805-78510 1170.000 LFT | 1.44000 1684.80| 0.98000 1146.60| 2.00000 2340.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0191 805-78785 8.000 EACH | 1020.35000 8162.80| 795.90000 6367.20| 702.00000 5616.00 SIGNAL DETECTOR HOUSING | | | 0192 805-78795 1200.000 LFT | 7.65000 9180.00| 7.65000 9180.00| 9.99000 11988.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0193 805-78900 28.000 EACH | 810.73000 22700.44| 742.33000 20785.24| 432.00000 12096.00 PEDESTAL FOUNDATION, A | | | 0194 805-78900 28.000 EACH | 978.20000 27389.60| 759.82000 21274.96| 448.20000 12549.60 PEDESTAL FOUNDATION, A , MODIFIED | | | 0195 805-78925 8.000 EACH | 1937.56000 15500.48| 1000.34000 8002.72| 783.00000 6264.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -12 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0196 805-90005 21.000 EACH | 741.97000 15581.37| 605.67000 12719.07| 648.00000 13608.00 SIGNAL PEDESTAL, 10 FT | | | 0197 805-90005 28.000 EACH | 1660.29000 46488.12| 1521.82000 42610.96| 1620.00000 45360.00 SIGNAL PEDESTAL, 10 FT , ORNAMENTAL | | | 0198 805-90005 3.000 EACH | 1144.57000 3433.71| 876.80000 2630.40| 901.80000 2705.40 SIGNAL PEDESTAL, 10 FT , POWDER COATED | | | 0199 805-90005 2.000 EACH | 377.09000 754.18| 336.73000 673.46| 145.80000 291.60 SIGNAL PEDESTAL, 10 FT , RELOCATE | | | 0200 805-92504 5.000 EACH | 330.51000 1652.55| 329.07000 1645.35| 324.00000 1620.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0201 805-95568 720.000 LFT | 13.75000 9900.00| 24.05000 17316.00| 8.91000 6415.20 CONDUIT, PVC, 4 IN. , SCHEDULE 40, IN | | | TRENCH, | | | 0202 805-95933 124.000 LFT | 3.27000 405.48| 4.92000 610.08| 4.86000 602.64 CURB PAINTING, YELLOW | | | 0203 807-02191 5.000 EACH | 743.08000 3715.40| 723.74000 3618.70| 432.00000 2160.00 HANDHOLE, LIGHTING , POLYMER CONCRETE | | | 0204 807-02191 3.000 EACH | 870.62000 2611.86| 1296.61000 3889.83| 432.00000 1296.00 HANDHOLE, LIGHTING , POLYMER CONCRETE | | | WITH GFI | | | 0205 807-04651 210.000 LFT | 16.53000 3471.30| 11.48000 2410.80| 14.31000 3005.10 WIRE, NO. ,8, COPPER, IN 1 1/4 IN. | | | SCHEDULE 40 | | | 0207 807-04651 120.000 LFT | 35.49000 4258.80| 30.61000 3673.20| 35.80000 4296.00 WIRE, NO. 4/0, COPPER, IN 4 IN. | | | SCHEDULE 40 | | | 0208 807-04651 1400.000 LFT | 16.97000 23758.00| 10.93000 15302.00| 12.96000 18144.00 WIRE, NO. 8, COPPER, IN 1 IN. SCHEDULE | | | 40 | | | 0209 807-04651 4790.000 LFT | 22.51000 107822.90| 9.84000 47133.60| 12.04000 57671.60 WIRE, NO. 8, COPPER, IN 1 IN. SCHEDULE | | | 40 | | | 0210 807-04651 2400.000 LFT | 18.74000 44976.00| 11.48000 27552.00| 15.23000 36552.00 WIRE, NO. 8, COPPER, IN 1 1/4 IN. | | | SCHEDULE 40 | | | 0211 807-04651 1650.000 LFT | 17.52000 28908.00| 12.03000 19849.50| 16.20000 26730.00 WIRE, NO. 8, COPPER, IN 1 1/4 IN. | | | SCHEDULE 40 | | | 0212 807-04651 1300.000 LFT | 15.53000 20189.00| 10.39000 13507.00| 11.99000 15587.00 WIRE, NO. 8, COPPER, IN 3/4 IN. | | | SCHEDULE 40 | | | 0213 807-04652 6.000 EACH | 6200.86000 37205.16| 8057.36000 48344.16| 7560.00000 45360.00 SERVICE POINT , MODIFIED, DIST. TYPE AT | | | 120/208V, OR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -13 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0214 807-04652 1.000 EACH | 6544.67000 6544.67| 9259.95000 9259.95| 8964.00000 8964.00 SERVICE POINT , MODIFIED, DIST. TYPE AT | | | 277/480V, | | | 0215 807-04652 1.000 EACH | 6774.24000 6774.24| 8297.88000 8297.88| 6750.00000 6750.00 SERVICE POINT , MODIFIED, NETWORK TYPE | | | AT 120/208V, | | | 0216 807-04866 10.000 EACH | 258.42000 2584.20| 3764.11000 37641.10| 3510.00000 35100.00 LUMINAIRE , TYPE L2 | | | 0217 807-04866 12.000 EACH | 1408.53000 16902.36| 1772.18000 21266.16| 1350.00000 16200.00 LUMINAIRE , TYPE L3 | | | 0218 807-04866 6.000 EACH | 1178.95000 7073.70| 1591.79000 9550.74| 1080.00000 6480.00 LUMINAIRE , TYPE L4 | | | 0219 807-04866 54.000 EACH | 515.72000 27848.88| 478.85000 25857.90| 459.00000 24786.00 LUMINAIRE , TYPE L5 | | | 0220 807-04866 14.000 EACH | 777.46000 10884.44| 1003.62000 14050.68| 540.00000 7560.00 LUMINAIRE , TYPE L6 | | | 0221 807-04866 98.000 EACH | 6977.20000 683765.60| 6792.45000 665660.10| 6480.00000 635040.00 LUMINAIRE AND POLE, TYPE L1 | | | 0222 807-06592 6456.000 LFT | 21.29000 137448.24| 10.39000 67077.84| 14.04000 90642.24 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0225 808-03439 2140.000 LFT | 4.71000 10079.40| 5.08000 10871.20| 5.02000 10742.80 TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK, WHITE 24" | | | 0228 808-05866 110.000 SYS | 42.42000 4666.20| 38.26000 4208.60| 37.80000 4158.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0229 808-06368 2000.000 LFT | 2.16000 4320.00| 2.19000 4380.00| 2.16000 4320.00 TRANSVERSE MARKING, REMOVE | | | 0230 808-06701 480.000 LFT | 0.78000 374.40| 3.77000 1809.60| 3.73000 1790.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0231 808-06703 1569.000 LFT | 0.78000 1223.82| 3.77000 5915.13| 3.73000 5852.37 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0232 808-06716 2100.000 LFT | 0.72000 1512.00| 0.66000 1386.00| 0.65000 1365.00 LINE, REMOVE | | | 0237 808-75245 6552.000 LFT | 0.78000 5110.56| 0.68000 4455.36| 0.67000 4389.84 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0238 808-75297 782.000 LFT | 4.71000 3683.22| 5.08000 3972.56| 5.02000 3925.64 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0239 808-75320 9.000 EACH | 72.09000 648.81| 92.93000 836.37| 91.80000 826.20 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -14 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 808-75325 3.000 EACH | 104.25000 312.75| 125.73000 377.19| 124.20000 372.60 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0241 808-75330 2.000 EACH | 160.82000 321.64| 245.99000 491.98| 243.00000 486.00 PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | | (PEDX) | | | 0242 808-75998 18.000 EACH | 160.82000 2894.76| 64.50000 1161.00| 63.72000 1146.96 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0243 808-92027 148.000 LFT | 2.50000 370.00| 1.69000 250.12| 1.67000 247.16 LINE, THERMO, SOLID, YELLOW, 8 IN | | | 0244 808-96016 59.000 LFT | 2.35000 138.65| 2.51000 148.09| 2.48000 146.32 LINE, THERMOPLASTIC SOLID, YELLOW, 12 I | | | 0245 808-97664 2.000 EACH | 160.82000 321.64| 399.05000 798.10| 394.20000 788.40 PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | | HANDICAP SYMBOL | | | 0246 808-10031 84.000 LFT | 2.16000 181.44| 0.30000 25.20| 0.29000 24.36 LINE, MULTI-COMP, BROKEN, WHITE, 4 IN | | | 0247 808-10033 589.000 LFT | 1.05000 618.45| 2.95000 1737.55| 2.92000 1719.88 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0248 808-10034 1431.000 LFT | 1.05000 1502.55| 0.30000 429.30| 0.29000 414.99 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0249 808-10043 350.000 LFT | 11.04000 3864.00| 9.57000 3349.50| 9.45000 3307.50 LINE, MULTI-COMP, SOLID, WHITE, 24 IN | | | 0250 808-10051 69.000 LFT | 11.04000 761.76| 11.59000 799.71| 11.45300 790.26 TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0251 808-10077 4.000 EACH | 160.82000 643.28| 147.59000 590.36| 145.80000 583.20 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0252 808-10052 1.000 EACH | 183.00000 183.00| 153.06000 153.06| 151.20000 151.20 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0253 807-03972 470.000 LFT | 12.98000 6100.60| 8.20000 3854.00| 6.48000 3045.60 CONDUIT, PVC, 1 IN, SCHEDULE 40, FOR | | | ELECTRIC IN TRENCH | | | 0254 807-04651 235.000 LFT | 16.97000 3987.95| 10.93000 2568.55| 12.96000 3045.60 WIRE, NO. 10, COPPER, IN 3/4 IN. IMC | | | CONDUIT, | | | 0255 210-09450 7923.070 SFT | 18.30000 144992.18| 18.04000 142932.18| 17.82000 141189.11 CROSSWALK , THERMOPLASTIC, DECORATIVE | | | 0256 807-04651 175.000 LFT | 20.96000 3668.00| 19.13000 3347.75| 12.96000 2268.00 WIRE, NO. 2, COPPER, IN 2 IN. SCHEDULE | | | 40 PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 330 -15 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -33313-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 31-1323837 |( 3 ) 35-1609544 |HUNT PAVING COMPANY INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0257 702-51005 76.500 CYS | 500.00000 38250.00| 223.02000 17061.03| 0.01000 0.77 CONCRETE, A, SUBSTRUCTURE | | | 0258 703-06028 2712.000 LBS | 2.00000 5424.00| 3.99000 10820.88| 0.69000 1871.28 REINFORCING BARS | | | 0259 805-02069 1.000 EACH | 8236.01000 8236.01| 8455.31000 8455.31| 6750.00000 6750.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 25FT , WHOLESALE DISTRICT | | | 0260 805-02073 1.000 EACH | 9498.15000 9498.15| 9745.36000 9745.36| 7128.00000 7128.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 35FT , WHOLESALE DISTRICT | | | SECTION TOTALS | $ 7,985,722.66| $ 8,013,057.00| $ 8,086,996.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,985,722.66| $ 8,013,057.00| $ 8,086,996.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 340 -1 VENDOR RANKING CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : GUARDRAIL END TREATMENT UPGRADE COMPLETION DATE : 05/15/11 LOCATION : ON US 36 FROM 1.80 MILES WEST OF SR 63 TO SR 63 PROJECT(S) : 0401144 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 JAMES H DREW CORPORATION $ 136,185.00 100.0000% 2 35-2110733 SPECIALTIES COMPANY LLC AND SUBSIDIARY $ 154,842.00 113.6997% 3 38-2932367 RMD HOLDINGS LTD $ 168,746.24 123.9096% 4 35-1643252 C-TECH CORPORATION INC $ 168,827.20 123.9690% 5 43-1012298 COLLINS & HERMANN INC $ 180,017.34 132.1859% 6 04-3815584 GFS FENCE GUARDRAIL & SIGNAGE INC $ 210,163.73 154.3222% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 340 -2 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-2110733 |( 3 ) 38-2932367 |JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC AND |RMD HOLDINGS LTD LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL END TREATMENT UPGRADE | | | 0001 105-06845 LUMP | 150.00000 150.00| 1500.00000 1500.00| 1434.00000 1434.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 140.00000 140.00| 300.00000 300.00| 295.00000 295.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 200.00000 1200.00| 200.00000 1200.00| 76.64000 459.84 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 3800.00000 3800.00| 7700.00000 7700.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-93741 16.000 EACH | 280.00000 4480.00| 200.00000 3200.00| 532.60000 8521.60 GUARDRAIL END TREATMENT, REMOVE | | | 0011 203-02070 50.000 CYS | 50.00000 2500.00| 61.00000 3050.00| 34.31000 1715.50 BORROW | | | 0012 203-08607 1000.000 LFT | 9.00000 9000.00| 11.00000 11000.00| 2.36000 2360.00 LINEAR GRADING | | | 0013 303-01180 500.000 TON | 25.00000 12500.00| 31.00000 15500.00| 45.28000 22640.00 COMPACTED AGGREGATE, NO. 53 | | | 0014 601-02241 2046.000 LFT | 0.05000 102.30| 2.00000 4092.00| 3.47000 7099.62 GUARDRAIL, REMOVE | | | 0015 601-94689 10.000 EACH | 2395.00000 23950.00| 2300.00000 23000.00| 2312.04000 23120.40 GUARDRAIL END TREATMENT, OS | | | 0016 601-94690 6.000 EACH | 3785.00000 22710.00| 3200.00000 19200.00| 4310.78000 25864.68 GUARDRAIL END TREATMENT, MS | | | 0017 601-99108 1846.000 LFT | 22.00000 40612.00| 20.00000 36920.00| 21.89000 40408.94 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0018 601-99132 10.000 EACH | 80.00000 800.00| 100.00000 1000.00| 962.14000 9621.40 GUARDRAIL TRANSITION, VH, 6FT-3 IN | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 340 -3 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-2110733 |( 3 ) 38-2932367 |JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC AND |RMD HOLDINGS LTD LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 628-09408 6.000 MOS | 400.00000 2400.00| 300.00000 1800.00| 245.44000 1472.64 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0020 628-09409 6.000 MOS | 125.00000 750.00| 200.00000 1200.00| 61.36000 368.16 MOBILE INTERNET SERVICE , 1 EACH | | | 0021 801-03290 8.000 EACH | 220.00000 1760.00| 200.00000 1600.00| 220.90000 1767.20 CONSTRUCTION SIGN, C | | | 0022 801-06640 25.000 EACH | 105.00000 2625.00| 175.00000 4375.00| 202.49000 5062.25 CONSTRUCTION SIGN, A | | | 0023 801-06710 40.000 DAY | 30.00000 1200.00| 15.00000 600.00| 12.00000 480.00 FLASHING ARROW SIGN | | | 0024 801-06775 LUMP | 5500.70000 5500.70| 17600.00000 17600.00| 3550.01000 3550.01 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 136,185.00| $ 154,842.00| $ 168,746.24 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 136,185.00| $ 154,842.00| $ 168,746.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 340 -4 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1643252 |( 5 ) 43-1012298 |( 6 ) 04-3815584 |C-TECH CORPORATION INC |COLLINS & HERMANN INC |GFS FENCE GUARDRAIL & SIGNAGE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL END TREATMENT UPGRADE | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 2500.00000 2500.00| 2100.00000 2100.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 500.00000 500.00| 150.00000 150.00| 105.00000 105.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 225.00000 1350.00| 100.00000 600.00| 73.50000 441.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 12000.00000 12000.00| 6000.00000 6000.00| 20216.70000 20216.70 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-93741 16.000 EACH | 150.00000 2400.00| 479.75000 7676.00| 507.41000 8118.56 GUARDRAIL END TREATMENT, REMOVE | | | 0011 203-02070 50.000 CYS | 50.00000 2500.00| 185.00000 9250.00| 52.50000 2625.00 BORROW | | | 0012 203-08607 1000.000 LFT | 12.00000 12000.00| 18.75000 18750.00| 11.03000 11030.00 LINEAR GRADING | | | 0013 303-01180 500.000 TON | 48.00000 24000.00| 15.00000 7500.00| 47.25000 23625.00 COMPACTED AGGREGATE, NO. 53 | | | 0014 601-02241 2046.000 LFT | 0.20000 409.20| 3.13000 6403.98| 3.25000 6649.50 GUARDRAIL, REMOVE | | | 0015 601-94689 10.000 EACH | 2200.00000 22000.00| 2311.73000 23117.30| 2580.00000 25800.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-94690 6.000 EACH | 3520.00000 21120.00| 3912.88000 23477.28| 4365.00000 26190.00 GUARDRAIL END TREATMENT, MS | | | 0017 601-99108 1846.000 LFT | 20.50000 37843.00| 26.93000 49712.78| 25.77000 47571.42 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0018 601-99132 10.000 EACH | 75.00000 750.00| 150.00000 1500.00| 382.43000 3824.30 GUARDRAIL TRANSITION, VH, 6FT-3 IN | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 340 -5 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -33329-A COUNTIES : VERMILLION LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1643252 |( 5 ) 43-1012298 |( 6 ) 04-3815584 |C-TECH CORPORATION INC |COLLINS & HERMANN INC |GFS FENCE GUARDRAIL & SIGNAGE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 628-09408 6.000 MOS | 300.00000 1800.00| 500.00000 3000.00| 52.50000 315.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0020 628-09409 6.000 MOS | 150.00000 900.00| 250.00000 1500.00| 73.50000 441.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0021 801-03290 8.000 EACH | 200.00000 1600.00| 150.00000 1200.00| 157.50000 1260.00 CONSTRUCTION SIGN, C | | | 0022 801-06640 25.000 EACH | 180.00000 4500.00| 145.00000 3625.00| 152.25000 3806.25 CONSTRUCTION SIGN, A | | | 0023 801-06710 40.000 DAY | 10.00000 400.00| 20.00000 800.00| 21.00000 840.00 FLASHING ARROW SIGN | | | 0024 801-06775 LUMP | 21750.00000 21750.00| 13250.00000 13250.00| 25200.00000 25200.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 168,827.20| $ 180,017.34| $ 210,163.73 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 168,827.20| $ 180,017.34| $ 210,163.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -1 VENDOR RANKING CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : ENHANCEMENT BIKE PEDESTRIAN FACILITY COMPLETION DATE : 09/01/11 LOCATION : ON PIGEON CREEK GREENWAY BIKE/PEDESTRIAN TRAIL, FROM PROJECT(S) : 1005670 MARYLAND STREET TO LOUISIANA STREET ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS INC $ 516,178.20 100.0000% 2 35-1878024 RAGLE INC $ 537,488.15 104.1284% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 560,753.66 108.6357% 4 35-0626844 J H RUDOLPH & COMPANY $ 604,873.90 117.1832% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -2 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310 |BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 12700.00000 12700.00| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 25000.00000 25000.00| 26500.00000 26500.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 24500.00000 24500.00| 21500.00000 21500.00| 20767.00000 20767.00 CLEARING RIGHT OF WAY | | | 0009 202-02240 145.000 SYS | 10.00000 1450.00| 5.00000 725.00| 5.40000 783.00 PAVEMENT REMOVAL | | | 0010 202-02279 453.000 LFT | 4.00000 1812.00| 4.50000 2038.50| 4.50000 2038.50 CURB AND GUTTER, REMOVE | | | 0011 202-52710 341.000 SYS | 4.00000 1364.00| 4.00000 1364.00| 7.50000 2557.50 SIDEWALK, CONCRETE, REMOVE | | | 0012 203-02000 2937.000 CYS | 9.70000 28488.90| 16.00000 46992.00| 18.20000 53453.40 EXCAVATION, COMMON | | | 0013 204-02290 2.000 EACH | 330.00000 660.00| 525.00000 1050.00| 1252.00000 2504.00 SETTLEMENT PLATE | | | 0014 205-03371 25.000 CYS | 17.00000 425.00| 10.00000 250.00| 35.30000 882.50 SEDIMENT, REMOVE | | | 0015 205-04948 LUMP | 1100.00000 1100.00| 300.00000 300.00| 2222.00000 2222.00 TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0016 205-06930 6.500 TON | 46.00000 299.00| 40.00000 260.00| 39.00000 253.50 SPLASHPAD, RIPRAP | | | 0017 205-06931 6.000 TON | 47.00000 282.00| 75.00000 450.00| 39.00000 234.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06933 15.000 EACH | 90.00000 1350.00| 75.00000 1125.00| 90.00000 1350.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06934 13.000 TON | 390.00000 5070.00| 320.00000 4160.00| 390.00000 5070.00 TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -3 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310 |BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 1768.000 LFT | 1.35000 2386.80| 1.20000 2121.60| 1.35000 2386.80 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 24.00000 2400.00| 17.00000 1700.00| 23.00000 2300.00 NO 2 STONE | | | 0022 206-51817 912.000 SFT | 18.60000 16963.20| 20.00000 18240.00| 20.60000 18787.20 SHEET PILING, STEEL | | | 0024 211-09264 39.000 CYS | 24.00000 936.00| 20.00000 780.00| 26.50000 1033.50 STRUCTURAL BACKFILL, TYPE 1 | | | 0025 211-09266 470.000 CYS | 39.00000 18330.00| 28.00000 13160.00| 40.25000 18917.50 STRUCTURAL BACKFILL, TYPE 3 | | | 0026 301-07448 884.000 TON | 31.90000 28199.60| 27.00000 23868.00| 21.15000 18696.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-01180 284.000 TON | 27.00000 7668.00| 27.00000 7668.00| 28.00000 7952.00 COMPACTED AGGREGATE, NO. 53 , WALL BASE | | | 0028 303-04489 82.000 TON | 0.10000 8.20| 17.00000 1394.00| 32.15000 2636.30 COMPACTED CRUSHED AGGREGATE, 8 | | | 0029 304-07489 60.000 TON | 165.00000 9900.00| 85.00000 5100.00| 165.00000 9900.00 HMA PATCHING, TYPE A | | | 0030 402-07432 138.000 TON | 100.00000 13800.00| 100.00000 13800.00| 100.00000 13800.00 HMA SURFACE, TYPE A | | | 0031 402-07435 229.000 TON | 80.00000 18320.00| 80.00000 18320.00| 80.00000 18320.00 HMA INTERMEDIATE, TYPE A | | | 0032 406-05520 0.450 TON | 600.00000 270.00| 600.00000 270.00| 600.00000 270.00 ASPHALT FOR TACK COAT | | | 0033 601-98352 206.000 LFT | 98.00000 20188.00| 185.00000 38110.00| 88.50000 18231.00 BICYCLE RAILING | | | 0034 602-98036 79.000 SYS | 3.00000 237.00| 3.20000 252.80| 2.50000 197.50 BARRIER MAT, WEED | | | 0035 604-07894 17.000 SYS | 95.00000 1615.00| 136.00000 2312.00| 62.30000 1059.10 CURB RAMP, CONCRETE, A | | | 0036 604-91404 367.000 SYS | 29.00000 10643.00| 35.00000 12845.00| 45.15000 16570.05 SIDEWALK, CONCRETE, 5 IN | | | 0037 604-91404 3.000 SYS | 105.00000 315.00| 235.00000 705.00| 268.51000 805.53 SIDEWALK, CONCRETE, 5 IN , COLORED, | | | TEXTURED | | | 0038 605-06120 138.000 LFT | 82.00000 11316.00| 85.00000 11730.00| 68.00000 9384.00 CURB, CONCRETE , COPING, MSE RETAINING | | | WALL | | | 0039 605-06144 636.000 LFT | 12.95000 8236.20| 13.00000 8268.00| 12.00000 7632.00 CURB AND GUTTER, A, CONCRETE | | | 0040 607-06175 105.000 LFT | 19.50000 2047.50| 13.50000 1417.50| 21.50000 2257.50 GUTTER, CONCRETE, TYPE , 2'-0" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -4 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310 |BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 607-06175 83.000 LFT | 20.00000 1660.00| 15.00000 1245.00| 24.20000 2008.60 GUTTER, CONCRETE, TYPE , 2'-6" | | | 0042 607-06175 50.000 LFT | 21.00000 1050.00| 31.00000 1550.00| 26.90000 1345.00 GUTTER, CONCRETE, TYPE , 3'-0" | | | 0043 607-06175 181.000 LFT | 18.00000 3258.00| 9.00000 1629.00| 17.75000 3212.75 GUTTER, CONCRETE, TYPE INFILL | | | 0044 611-95728 105.000 SYS | 43.00000 4515.00| 38.00000 3990.00| 64.50000 6772.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. , 10 IN., REINFORCED | | | 0045 616-02320 1015.000 SYS | 1.70000 1725.50| 1.00000 1015.00| 3.00000 3045.00 GEOTEXTILES | | | 0046 616-06405 23.000 TON | 34.00000 782.00| 42.00000 966.00| 39.00000 897.00 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 290.000 SYS | 1.60000 464.00| 1.90000 551.00| 1.60000 464.00 EROSION CONTROL BLANKET | | | 0049 621-06545 0.700 TON | 525.00000 367.50| 850.00000 595.00| 525.00000 367.50 FERTILIZER | | | 0050 621-06554 443.000 LBS | 3.25000 1439.75| 3.20000 1417.60| 3.25000 1439.75 SEED MIXTURE, U | | | 0051 621-06557 795.000 LBS | 2.00000 1590.00| 1.90000 1510.50| 2.00000 1590.00 SEED MIXTURE, T | | | 0052 621-06565 4.000 TON | 400.00000 1600.00| 380.00000 1520.00| 400.00000 1600.00 MULCHING MATERIAL | | | 0053 621-06567 4.100 kGAL | 5.00000 20.50| 20.00000 82.00| 5.00000 20.50 WATER | | | 0054 621-06575 1024.000 SYS | 3.75000 3840.00| 4.75000 4864.00| 3.75000 3840.00 SODDING, NURSERY | | | 0055 621-07642 40.000 CYS | 40.00000 1600.00| 56.00000 2240.00| 40.00000 1600.00 SOIL PREPARATION | | | 0056 621-98038 34.000 CYS | 70.00000 2380.00| 56.00000 1904.00| 70.00000 2380.00 MULCH, HARDWOOD SHREDDED BARK | | | 0057 622-05639 124.000 EACH | 24.25000 3007.00| 35.00000 4340.00| 24.25000 3007.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | | 0058 622-05650 28.000 EACH | 220.00000 6160.00| 212.00000 5936.00| 220.00000 6160.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0059 622-05654 56.000 EACH | 10.50000 588.00| 7.40000 414.40| 10.50000 588.00 PLANT, PERENNIAL | | | 0060 625-09376 48.000 CYS | 277.00000 13296.00| 235.00000 11280.00| 255.00000 12240.00 REVET MATTRESS, PVC COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -5 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310 |BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 628-09402 12.000 MOS | 1100.00000 13200.00| 750.00000 9000.00| 1720.00000 20640.00 FIELD OFFICE, B | | | 0062 711-05101 2817.000 LFT | 7.10000 20000.70| 5.75000 16197.75| 5.25000 14789.25 EDGING , TRAIL, CONCRETE, REINFORCED | | | 0063 715-01472 1.000 EACH | 470.00000 470.00| 600.00000 600.00| 470.00000 470.00 PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN | | | 0064 715-01765 3.000 EACH | 420.00000 1260.00| 700.00000 2100.00| 425.00000 1275.00 PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN | | | 0065 715-06696 63.000 LFT | 27.70000 1745.10| 23.00000 1449.00| 33.00000 2079.00 PIPE, PVC, 10 IN | | | 0066 715-07729 174.000 LFT | 29.90000 5202.60| 27.00000 4698.00| 34.00000 5916.00 PIPE, RCP, III, DO.3=75, 15 IN | | | 0067 715-07730 346.000 LFT | 31.90000 11037.40| 32.00000 11072.00| 37.00000 12802.00 PIPE, RCP, III, DO.3=75, 18 IN | | | 0068 715-08071 222.000 LFT | 77.50000 17205.00| 26.00000 5772.00| 31.00000 6882.00 PIPE, RCP, III, DO.3=75, 12 IN. | | | 0069 720-04682 2.000 EACH | 1320.00000 2640.00| 1200.00000 2400.00| 1250.00000 2500.00 INLET , 15", PVC DRAIN BASIN | | | 0070 720-45045 2.000 EACH | 1630.00000 3260.00| 2500.00000 5000.00| 2116.00000 4232.00 INLET, J10 | | | 0071 720-45410 1.000 EACH | 1850.00000 1850.00| 3000.00000 3000.00| 2515.00000 2515.00 MANHOLE, C4 | | | 0072 720-96125 2.000 EACH | 1800.00000 3600.00| 2400.00000 4800.00| 2278.00000 4556.00 INLET, E , MODIFIED | | | 0073 720-96422 9.000 EACH | 1230.00000 11070.00| 1800.00000 16200.00| 1755.00000 15795.00 INLET, A, MODIFIED | | | 0074 731-93945 1154.000 SFT | 15.80000 18233.20| 17.00000 19618.00| 17.25000 19906.50 FACE PANELS, CONCRETE , MSE WALL | | | 0075 731-93946 1154.000 SFT | 9.30000 10732.20| 6.50000 7501.00| 20.75000 23945.50 WALL ERECTION | | | 0076 731-93947 138.000 LFT | 34.00000 4692.00| 21.00000 2898.00| 31.00000 4278.00 LEVELING PAD, CONCRETE , MSE RETAINING | | | WALL | | | 0077 731-93947 61.000 LFT | 55.70000 3397.70| 33.00000 2013.00| 48.40000 2952.40 LEVELING PAD, CONCRETE , SHEET PILE | | | WALL, BLOCK VENEER | | | 0078 732-08419 50.200 SYS | 180.00000 9036.00| 75.00000 3765.00| 172.00000 8634.40 MODULAR BLOCK WALL , VENEER WITH SHEET | | | PILE WALL FASTENERS | | | 0079 732-08420 35.000 SYS | 130.00000 4550.00| 78.00000 2730.00| 123.00000 4305.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -6 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310 |BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 732-08421 35.000 SYS | 200.00000 7000.00| 135.00000 4725.00| 264.00000 9240.00 MODULAR BLOCK WALL ERECTION | | | 0081 732-08421 50.200 SYS | 210.00000 10542.00| 105.00000 5271.00| 265.00000 13303.00 MODULAR BLOCK WALL ERECTION , VENEER | | | 0082 801-06775 LUMP | 4950.00000 4950.00| 32000.00000 32000.00| 7210.00000 7210.00 MAINTAINING TRAFFIC | | | 0083 802-03896 3.000 EACH | 660.00000 1980.00| 400.00000 1200.00| 1150.00000 3450.00 BOLLARD | | | 0084 802-04314 1.000 EACH | 2840.00000 2840.00| 3100.00000 3100.00| 2870.00000 2870.00 SIGN , TRAILHEAD STRUCTURE WITH TWO | | | POSTS | | | 0085 802-04314 17.600 EACH | 100.00000 1760.00| 45.00000 792.00| 95.59000 1682.38 SIGN TRAIL, ALUMINUM SHEET, MODIFIED | | | 0086 802-05701 75.000 LFT | 42.00000 3150.00| 40.00000 3000.00| 59.70000 4477.50 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0087 802-09838 12.500 SFT | 50.00000 625.00| 36.00000 450.00| 35.00000 437.50 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0088 808-04767 1500.000 LFT | 0.26000 390.00| 0.24000 360.00| 0.58000 870.00 LINE , PAINT, SOLID, RED, 4 IN. | | | 0089 207-08266 2583.000 SYS | 2.95000 7619.85| 4.50000 11623.50| 0.50000 1291.50 SUBGRADE TREATMENT, TYPE III | | | 0090 214-07202 153.000 SYS | 3.60000 550.80| 4.00000 612.00| 5.55000 849.15 GEOGRID, TYPE I | | | 0091 715-91361 40.000 LFT | 49.00000 1960.00| 14.00000 560.00| 10.50000 420.00 PIPE, PVC, 6 IN | | | 0092 720-44020 1.000 EACH | 900.00000 900.00| 950.00000 950.00| 1245.00000 1245.00 CASTING, 3, FURNISH AND ADJUST TO GRADE | | | SECTION TOTALS | $ 516,178.20| $ 537,488.15| $ 560,753.66 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 516,178.20| $ 537,488.15| $ 560,753.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -7 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( ) |( ) |J H RUDOLPH & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 24000.00000 24000.00| | CLEARING RIGHT OF WAY | | | 0009 202-02240 145.000 SYS | 10.00000 1450.00| | PAVEMENT REMOVAL | | | 0010 202-02279 453.000 LFT | 5.00000 2265.00| | CURB AND GUTTER, REMOVE | | | 0011 202-52710 341.000 SYS | 5.00000 1705.00| | SIDEWALK, CONCRETE, REMOVE | | | 0012 203-02000 2937.000 CYS | 24.00000 70488.00| | EXCAVATION, COMMON | | | 0013 204-02290 2.000 EACH | 850.00000 1700.00| | SETTLEMENT PLATE | | | 0014 205-03371 25.000 CYS | 10.00000 250.00| | SEDIMENT, REMOVE | | | 0015 205-04948 LUMP | 3000.00000 3000.00| | TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0016 205-06930 6.500 TON | 100.00000 650.00| | SPLASHPAD, RIPRAP | | | 0017 205-06931 6.000 TON | 65.00000 390.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06933 15.000 EACH | 95.00000 1425.00| | TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06934 13.000 TON | 390.00000 5070.00| | TEMPORARY MULCHING | | | 0020 205-06937 1768.000 LFT | 2.25000 3978.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -8 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( ) |( ) |J H RUDOLPH & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-09543 100.000 TON | 23.00000 2300.00| | NO 2 STONE | | | 0022 206-51817 912.000 SFT | 24.00000 21888.00| | SHEET PILING, STEEL | | | 0024 211-09264 39.000 CYS | 18.00000 702.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0025 211-09266 470.000 CYS | 15.00000 7050.00| | STRUCTURAL BACKFILL, TYPE 3 | | | 0026 301-07448 884.000 TON | 27.00000 23868.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-01180 284.000 TON | 30.00000 8520.00| | COMPACTED AGGREGATE, NO. 53 , WALL BASE | | | 0028 303-04489 82.000 TON | 17.00000 1394.00| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0029 304-07489 60.000 TON | 140.00000 8400.00| | HMA PATCHING, TYPE A | | | 0030 402-07432 138.000 TON | 95.00000 13110.00| | HMA SURFACE, TYPE A | | | 0031 402-07435 229.000 TON | 75.00000 17175.00| | HMA INTERMEDIATE, TYPE A | | | 0032 406-05520 0.450 TON | 630.00000 283.50| | ASPHALT FOR TACK COAT | | | 0033 601-98352 206.000 LFT | 172.00000 35432.00| | BICYCLE RAILING | | | 0034 602-98036 79.000 SYS | 3.25000 256.75| | BARRIER MAT, WEED | | | 0035 604-07894 17.000 SYS | 105.00000 1785.00| | CURB RAMP, CONCRETE, A | | | 0036 604-91404 367.000 SYS | 32.00000 11744.00| | SIDEWALK, CONCRETE, 5 IN | | | 0037 604-91404 3.000 SYS | 330.00000 990.00| | SIDEWALK, CONCRETE, 5 IN , COLORED, | | | TEXTURED | | | 0038 605-06120 138.000 LFT | 65.00000 8970.00| | CURB, CONCRETE , COPING, MSE RETAINING | | | WALL | | | 0039 605-06144 636.000 LFT | 13.25000 8427.00| | CURB AND GUTTER, A, CONCRETE | | | 0040 607-06175 105.000 LFT | 26.00000 2730.00| | GUTTER, CONCRETE, TYPE , 2'-0" | | | 0041 607-06175 83.000 LFT | 15.00000 1245.00| | GUTTER, CONCRETE, TYPE , 2'-6" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -9 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( ) |( ) |J H RUDOLPH & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 607-06175 50.000 LFT | 37.25000 1862.50| | GUTTER, CONCRETE, TYPE , 3'-0" | | | 0043 607-06175 181.000 LFT | 19.00000 3439.00| | GUTTER, CONCRETE, TYPE INFILL | | | 0044 611-95728 105.000 SYS | 37.50000 3937.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. , 10 IN., REINFORCED | | | 0045 616-02320 1015.000 SYS | 1.25000 1268.75| | GEOTEXTILES | | | 0046 616-06405 23.000 TON | 49.00000 1127.00| | RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH | 550.00000 1100.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 290.000 SYS | 1.60000 464.00| | EROSION CONTROL BLANKET | | | 0049 621-06545 0.700 TON | 525.00000 367.50| | FERTILIZER | | | 0050 621-06554 443.000 LBS | 3.25000 1439.75| | SEED MIXTURE, U | | | 0051 621-06557 795.000 LBS | 2.00000 1590.00| | SEED MIXTURE, T | | | 0052 621-06565 4.000 TON | 400.00000 1600.00| | MULCHING MATERIAL | | | 0053 621-06567 4.100 kGAL | 5.00000 20.50| | WATER | | | 0054 621-06575 1024.000 SYS | 5.00000 5120.00| | SODDING, NURSERY | | | 0055 621-07642 40.000 CYS | 40.00000 1600.00| | SOIL PREPARATION | | | 0056 621-98038 34.000 CYS | 70.00000 2380.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0057 622-05639 124.000 EACH | 24.25000 3007.00| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | | 0058 622-05650 28.000 EACH | 220.00000 6160.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0059 622-05654 56.000 EACH | 10.50000 588.00| | PLANT, PERENNIAL | | | 0060 625-09376 48.000 CYS | 325.00000 15600.00| | REVET MATTRESS, PVC COATED | | | 0061 628-09402 12.000 MOS | 1900.00000 22800.00| | FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -10 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( ) |( ) |J H RUDOLPH & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 711-05101 2817.000 LFT | 5.25000 14789.25| | EDGING , TRAIL, CONCRETE, REINFORCED | | | 0063 715-01472 1.000 EACH | 640.00000 640.00| | PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN | | | 0064 715-01765 3.000 EACH | 600.00000 1800.00| | PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN | | | 0065 715-06696 63.000 LFT | 43.00000 2709.00| | PIPE, PVC, 10 IN | | | 0066 715-07729 174.000 LFT | 32.00000 5568.00| | PIPE, RCP, III, DO.3=75, 15 IN | | | 0067 715-07730 346.000 LFT | 35.00000 12110.00| | PIPE, RCP, III, DO.3=75, 18 IN | | | 0068 715-08071 222.000 LFT | 57.00000 12654.00| | PIPE, RCP, III, DO.3=75, 12 IN. | | | 0069 720-04682 2.000 EACH | 700.00000 1400.00| | INLET , 15", PVC DRAIN BASIN | | | 0070 720-45045 2.000 EACH | 1800.00000 3600.00| | INLET, J10 | | | 0071 720-45410 1.000 EACH | 1800.00000 1800.00| | MANHOLE, C4 | | | 0072 720-96125 2.000 EACH | 1800.00000 3600.00| | INLET, E , MODIFIED | | | 0073 720-96422 9.000 EACH | 1500.00000 13500.00| | INLET, A, MODIFIED | | | 0074 731-93945 1154.000 SFT | 17.00000 19618.00| | FACE PANELS, CONCRETE , MSE WALL | | | 0075 731-93946 1154.000 SFT | 18.25000 21060.50| | WALL ERECTION | | | 0076 731-93947 138.000 LFT | 50.00000 6900.00| | LEVELING PAD, CONCRETE , MSE RETAINING | | | WALL | | | 0077 731-93947 61.000 LFT | 95.00000 5795.00| | LEVELING PAD, CONCRETE , SHEET PILE | | | WALL, BLOCK VENEER | | | 0078 732-08419 50.200 SYS | 120.00000 6024.00| | MODULAR BLOCK WALL , VENEER WITH SHEET | | | PILE WALL FASTENERS | | | 0079 732-08420 35.000 SYS | 125.00000 4375.00| | MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 350 -11 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -33625-A COUNTIES : VANDERBURGH LETTING DATE : 12/08/10 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( ) |( ) |J H RUDOLPH & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 732-08421 35.000 SYS | 300.00000 10500.00| | MODULAR BLOCK WALL ERECTION | | | 0081 732-08421 50.200 SYS | 150.00000 7530.00| | MODULAR BLOCK WALL ERECTION , VENEER | | | 0082 801-06775 LUMP | 2500.00000 2500.00| | MAINTAINING TRAFFIC | | | 0083 802-03896 3.000 EACH | 1200.00000 3600.00| | BOLLARD | | | 0084 802-04314 1.000 EACH | 2870.00000 2870.00| | SIGN , TRAILHEAD STRUCTURE WITH TWO | | | POSTS | | | 0085 802-04314 17.600 EACH | 89.00000 1566.40| | SIGN TRAIL, ALUMINUM SHEET, MODIFIED | | | 0086 802-05701 75.000 LFT | 60.00000 4500.00| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0087 802-09838 12.500 SFT | 35.00000 437.50| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0088 808-04767 1500.000 LFT | 0.58000 870.00| | LINE , PAINT, SOLID, RED, 4 IN. | | | 0089 207-08266 2583.000 SYS | 8.00000 20664.00| | SUBGRADE TREATMENT, TYPE III | | | 0090 214-07202 153.000 SYS | 3.50000 535.50| | GEOGRID, TYPE I | | | 0091 715-91361 40.000 LFT | 31.00000 1240.00| | PIPE, PVC, 6 IN | | | 0092 720-44020 1.000 EACH | 1000.00000 1000.00| | CASTING, 3, FURNISH AND ADJUST TO GRADE | | | SECTION TOTALS | $ 604,873.90| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 604,873.90| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 380 -1 VENDOR RANKING CALL ORDER : 380 CONTRACT ID : SRS-28962-A COUNTIES : ALLEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/11 LOCATION : ON I-469 FROM I-69 NORTH JUNCTION TO 4.25 MILES EAST OF PROJECT(S) : 0501203 I-69 OVER WHEELOCK ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 914,059.00 100.0000% 2 35-1139301 E & B PAVING INC $ 1,108,209.50 121.2405% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 380 -2 TABULATION OF BIDS CALL ORDER : 380 CONTRACT ID : SRS-28962-A COUNTIES : ALLEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 23000.00000 23000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 425.00000 850.00| 100.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 1.00000 18.00| 75.00000 1350.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0011 110-01001 LUMP | 45500.00000 45500.00| 55000.00000 55000.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 301-07448 300.000 TON | 1.00000 300.00| 5.00000 1500.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-07449 1250.000 TON | 17.00000 21250.00| 14.50000 18125.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07490 300.000 TON | 90.00000 27000.00| 50.00000 15000.00| HMA PATCHING, TYPE B , FULL DEPTH | | | 0015 304-07783 200.000 TON | 175.00000 35000.00| 50.00000 10000.00| HMA PATCHING, TYPE D , PARTIAL DEPTH | | | 0016 306-08034 120000.000 SYS | 0.01000 1200.00| 0.01000 1200.00| MILLING, ASPHALT, 1 1/2 IN | | | 0017 401-06264 LUMP | 10000.00000 10000.00| 21000.00000 21000.00| PROFILOGRAPH, HMA | | | 0019 401-07337 10000.000 TON | 20.00000 200000.00| 60.00000 600000.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 380 -3 TABULATION OF BIDS CALL ORDER : 380 CONTRACT ID : SRS-28962-A COUNTIES : ALLEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 406-05520 30.000 TON | 1.00000 30.00| 50.00000 1500.00| ASPHALT FOR TACK COAT | | | 0021 621-01004 3.000 EACH | 100.00000 300.00| 50.00000 150.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 800.000 SYS | 1.00000 800.00| 1.00000 800.00| MULCHED SEEDING, R | | | 0023 628-09402 9.000 MOS | 500.00000 4500.00| 1200.00000 10800.00| FIELD OFFICE, B | | | 0024 715-05053 530.000 LFT | 1.00000 530.00| 3.00000 1590.00| PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0025 718-06528 5.000 EACH | 500.00000 2500.00| 200.00000 1000.00| OUTLET PROTECTOR, 1 | | | 0026 718-06529 52.000 EACH | 490.00000 25480.00| 1200.00000 62400.00| OUTLET PROTECTOR, 2 | | | 0027 718-06531 5.000 EACH | 475.00000 2375.00| 200.00000 1000.00| OUTLET PROTECTOR, 3 | | | 0028 801-01093 8.000 EACH | 350.00000 2800.00| 520.00000 4160.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0029 801-03290 5.000 EACH | 125.00000 625.00| 112.00000 560.00| CONSTRUCTION SIGN, C | | | 0030 801-06203 3100.000 LFT | 0.01000 31.00| 0.01000 31.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 3100.000 LFT | 0.01000 31.00| 0.01000 31.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06216 20.000 LFT | 1.20000 24.00| 2.50000 50.00| TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 24" | | | 0033 801-06218 20.000 LFT | 4.75000 95.00| 10.00000 200.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0034 801-06640 15.000 EACH | 104.00000 1560.00| 350.00000 5250.00| CONSTRUCTION SIGN, A | | | 0035 801-06710 200.000 DAY | 1.00000 200.00| 7.25000 1450.00| FLASHING ARROW SIGN | | | 0036 801-06775 LUMP | 452085.00000 452085.00| 176600.00000 176600.00| MAINTAINING TRAFFIC | | | 0037 801-09133 4.000 EACH | 1125.00000 4500.00| 5000.00000 20000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0038 801-92448 1000.000 DAY | 0.01000 10.00| 1.00000 1000.00| CONSTRUCTION SIGNS, MOBILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 380 -4 TABULATION OF BIDS CALL ORDER : 380 CONTRACT ID : SRS-28962-A COUNTIES : ALLEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 804-06771 350.000 EACH | 20.00000 7000.00| 29.00000 10150.00| DELINEATOR POST, FLEXIBLE | | | 0040 808-09381 LUMP | 800.00000 800.00| 4200.00000 4200.00| RETRO-REFLECTIVITY TESTING | | | 0041 808-10033 35000.000 LFT | 0.18000 6300.00| 0.18000 6300.00| LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0042 808-10034 37000.000 LFT | 0.18000 6660.00| 0.18000 6660.00| LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | 0043 808-10037 3650.000 LFT | 0.60000 2190.00| 1.00000 3650.00| LINE, MULTI-COMP, SOLID, WHITE, 8 IN | | | 0044 808-10038 700.000 LFT | 6.60000 4620.00| 6.60000 4620.00| TRANSVERSE MKGS MULTI-COMP SOLID WHITE, | | | CROSSHATCH LINE 24" | | | 0045 808-10051 20.000 LFT | 6.90000 138.00| 6.90000 138.00| TRANSVERSE MKG MULTI-COMP, STOP LINE, | | | 24" | | | 0047 808-10066 3.000 EACH | 185.00000 555.00| 185.00000 555.00| PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, WRONG WAY RAMP ARROW | | | 0048 808-10077 2.000 EACH | 180.00000 360.00| 180.00000 360.00| PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0049 808-75061 6800.000 LFT | 2.35000 15980.00| 2.35000 15980.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN , EXTENDED WARRANTY | | | 0050 808-75996 1050.000 EACH | 1.00000 1050.00| 1.00000 1050.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 1050.000 EACH | 16.00000 16800.00| 16.75000 17587.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 808-06716 700.000 LFT | 0.55000 385.00| 0.55000 385.00| LINE, REMOVE | | | 0053 808-04767 1200.000 LFT | 1.35000 1620.00| 1.35000 1620.00| LINE MULTI-COMPONENT, DOTTED, WHITE, 5" | | | SECTION TOTALS | $ 914,059.00| $ 1,108,209.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 914,059.00| $ 1,108,209.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 390 -1 VENDOR RANKING CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/11 LOCATION : ON SR 124 FROM SR 3 TO SR 116 PROJECT(S) : 0800179 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 1,441,254.01 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,489,996.30 103.3819% 3 35-1145884 L I C A CONSTRUCTION $ 1,728,997.87 119.9648% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 390 -2 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3950.00000 3950.00| 10000.00000 10000.00| 6316.50000 6316.50 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 80.00000 160.00| 300.00000 600.00| 50.00000 100.00 RADIO | | | 0003 105-08520 2.000 EACH | 80.00000 160.00| 300.00000 600.00| 80.00000 160.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 80.00000 960.00| 1.00000 12.00| 75.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 12.000 MOS | 80.00000 960.00| 1.00000 12.00| 30.00000 360.00 RADIO ONLY SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 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 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0013 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0014 110-01001 LUMP | 72000.00000 72000.00| 74000.00000 74000.00| 86000.00000 86000.00 MOBILIZATION AND DEMOBILIZATION | | | 0015 202-02676 1000.000 TON | 5.00000 5000.00| 0.01000 10.00| 3.00000 3000.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0016 202-90277 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 DETECTOR HOUSING, REMOVE | | | 0017 202-93741 28.000 EACH | 300.00000 8400.00| 300.00000 8400.00| 300.00000 8400.00 GUARDRAIL END TREATMENT, REMOVE | | | 0018 207-08267 6243.000 SYS | 3.00000 18729.00| 1.00000 6243.00| 1.00000 6243.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 390 -3 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 100.000 TON | 6.00000 600.00| 5.00000 500.00| 5.00000 500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-07449 6223.000 TON | 12.00000 74676.00| 15.00000 93345.00| 18.36000 114254.28 COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07490 200.000 TON | 74.00000 14800.00| 95.00000 19000.00| 68.74000 13748.00 HMA PATCHING, TYPE B , FULL DEPTH | | | 0022 304-07490 600.000 TON | 74.00000 44400.00| 105.00000 63000.00| 71.49000 42894.00 HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0023 306-08036 141353.000 SYS | 0.10000 14135.30| 0.52000 73503.56| 0.38000 53714.14 MILLING, ASPHALT, 2 IN | | | 0024 306-08432 13589.000 SYS | 0.10000 1358.90| 0.01000 135.89| 1.20000 16306.80 MILLING, APPROACH | | | 0025 306-08563 30112.000 SYS | 0.10000 3011.20| 0.49000 14754.88| 0.34000 10238.08 MILLING ASPHALT, 1 1/4 IN | | | 0026 401-06264 LUMP | 6000.00000 6000.00| 10000.00000 10000.00| 3600.00000 3600.00 PROFILOGRAPH, HMA | | | 0027 401-07327 2519.000 TON | 48.00000 120912.00| 45.00000 113355.00| 54.00000 136026.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0028 401-07345 15207.000 TON | 48.00000 729936.00| 45.00000 684315.00| 52.00000 790764.00 QC/QA-HMA, 2, 70, SURFACE, 12.5 mm | | | 0029 402-07433 343.000 TON | 72.00000 24696.00| 46.25000 15863.75| 60.00000 20580.00 HMA SURFACE, TYPE B | | | 0030 404-05511 20241.000 SYS | 1.30000 26313.30| 1.10000 22265.10| 1.33000 26920.53 SEAL COAT, 2 P | | | 0031 406-05520 50.000 TON | 50.00000 2500.00| 1.00000 50.00| 10.00000 500.00 ASPHALT FOR TACK COAT | | | 0032 601-01846 3.000 EACH | 1800.00000 5400.00| 1800.00000 5400.00| 1800.00000 5400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-09238 114.000 EACH | 75.00000 8550.00| 75.00000 8550.00| 75.00000 8550.00 HAND DIG GUARDRAIL POST HOLES | | | 0034 601-62070 206.000 LFT | 16.00000 3296.00| 16.00000 3296.00| 16.00000 3296.00 GUARDRAIL, STEEL BEAM, GALVANIZED , | | | REPLACE | | | 0035 601-93346 3.000 EACH | 200.00000 600.00| 200.00000 600.00| 200.00000 600.00 GUARDRAIL CONNECTOR, AS | | | 0036 601-94689 25.000 EACH | 2732.52000 68313.00| 2400.00000 60000.00| 2400.00000 60000.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 150.000 LFT | 22.00000 3300.00| 22.00000 3300.00| 22.00000 3300.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0038 610-07487 3011.000 TON | 35.00000 105385.00| 20.00000 60220.00| 52.00000 156572.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 390 -4 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 611-08232 5.000 EACH | 125.00000 625.00| 115.00000 575.00| 650.00000 3250.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0040 615-06520 26.000 EACH | 240.00000 6240.00| 250.00000 6500.00| 550.00000 14300.00 MONUMENT, RE-ESTABLISH | | | 0041 615-06525 4.000 EACH | 300.00000 1200.00| 475.00000 1900.00| 400.00000 1600.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0042 628-09402 6.000 MOS | 1919.84000 11519.04| 1960.00000 11760.00| 1995.54000 11973.24 FIELD OFFICE, B | | | 0043 801-03290 4.000 EACH | 88.00000 352.00| 88.00000 352.00| 112.00000 448.00 CONSTRUCTION SIGN, C | | | 0044 801-06203 7265.000 LFT | 0.20000 1453.00| 0.01000 72.65| 0.10000 726.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 7265.000 LFT | 0.40000 2906.00| 0.01000 72.65| 0.10000 726.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06216 239.000 LFT | 1.00000 239.00| 1.32000 315.48| 1.00000 239.00 TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 24" | | | 0047 801-06218 239.000 LFT | 1.00000 239.00| 4.75000 1135.25| 2.00000 478.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0048 801-06640 31.000 EACH | 88.00000 2728.00| 88.00000 2728.00| 89.00000 2759.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP | 8300.00000 8300.00| 74500.00000 74500.00| 71561.65000 71561.65 MAINTAINING TRAFFIC | | | 0050 801-92448 1080.000 DAY | 1.00000 1080.00| 0.01000 10.80| 1.00000 1080.00 CONSTRUCTION SIGNS, MOBILE | | | 0051 805-02441 324.000 LFT | 0.55000 178.20| 0.55000 178.20| 0.55000 178.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14 GA. | | | 0052 805-06616 2.000 EACH | 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 PIEZO, CLASS II | | | 0053 805-78510 272.000 LFT | 0.85000 231.20| 0.85000 231.20| 0.85000 231.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0054 805-78785 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 SIGNAL DETECTOR HOUSING | | | 0055 805-78795 94.000 LFT | 10.00000 940.00| 10.00000 940.00| 10.00000 940.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0056 808-06712 13810.000 LFT | 0.09000 1242.90| 0.09000 1242.90| 0.10000 1381.00 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0057 808-06713 119375.000 LFT | 0.09000 10743.75| 0.09000 10743.75| 0.10000 11937.50 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0058 808-06714 13438.000 LFT | 0.09000 1209.42| 0.09000 1209.42| 0.10000 1343.80 LINE, PAINT, SOLID, YELLOW, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 390 -5 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : RS-30800-A COUNTIES : HUNTINGTON WELLS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884 |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 808-09381 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1440.00000 1440.00 RETRO-REFLECTIVITY TESTING | | | 0060 808-75297 239.000 LFT | 6.00000 1434.00| 6.00000 1434.00| 9.25000 2210.75 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0061 808-75996 903.000 EACH | 1.00000 903.00| 1.00000 903.00| 3.00000 2709.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 903.000 EACH | 13.00000 11739.00| 16.00000 14448.00| 13.00000 11739.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 306-08043 418.000 SYS | 0.10000 41.80| 0.49000 204.82| 1.90000 794.20 MILLING, TRANSITION | | | SECTION TOTALS | $ 1,441,254.01| $ 1,489,996.30| $ 1,728,997.87 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,441,254.01| $ 1,489,996.30| $ 1,728,997.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -1 VENDOR RANKING CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/30/11 LOCATION : ON SR 334 FROM 1.13 MILES EAST OF I-65 TO US 421 PROJECT(S) : 0710364 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 922,500.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 972,400.00 105.4092% 3 35-1917625 MILESTONE CONTRACTORS LP $ 976,809.07 105.8872% 4 35-1139301 E & B PAVING INC $ 997,888.65 108.1722% 5 31-4351261 SHELLY & SANDS INC AND SUBSIDIARIES $ 1,073,604.59 116.3799% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -2 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1100.00000 1100.00| 1100.00000 1100.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 100.00000 300.00| 150.00000 450.00| 100.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 100.00000 1800.00| 100.00000 1800.00| 70.00000 1260.00 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 | 26426.01000 26426.01| 45000.00000 45000.00| 37800.00000 37800.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02279 88.000 LFT | 14.00000 1232.00| 7.20000 633.60| 12.00000 1056.00 CURB AND GUTTER, REMOVE | | | 0013 202-52710 67.000 SYS | 19.00000 1273.00| 9.50000 636.50| 26.00000 1742.00 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-93741 12.000 EACH | 200.00000 2400.00| 200.00000 2400.00| 200.00000 2400.00 GUARDRAIL END TREATMENT, REMOVE | | | 0015 203-02070 120.000 CYS | 45.00000 5400.00| 35.00000 4200.00| 15.00000 1800.00 BORROW | | | 0016 203-08607 1200.000 LFT | 3.50000 4200.00| 1.75000 2100.00| 13.00000 15600.00 LINEAR GRADING | | | 0017 303-01180 600.000 TON | 24.00000 14400.00| 23.50000 14100.00| 20.00000 12000.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 303-07449 559.000 TON | 35.00000 19565.00| 25.00000 13975.00| 18.00000 10062.00 COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07490 688.000 TON | 107.00000 73616.00| 65.00000 44720.00| 95.00000 65360.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -3 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 305-60400 640.000 TON | 33.00000 21120.00| 37.00000 23680.00| 20.00000 12800.00 COMPACTED AGGREGATE FOR PATCHING | | | 0021 306-08033 53449.000 SYS | 0.41000 21914.09| 0.57000 30465.93| 0.70000 37414.30 MILLING, ASPHALT, 1 IN | | | 0022 306-08034 9953.000 SYS | 0.64000 6369.92| 0.88000 8758.64| 1.20000 11943.60 MILLING, ASPHALT, 1 1/2 IN | | | 0023 306-08043 1131.000 SYS | 0.82000 927.42| 0.57000 644.67| 0.82000 927.42 MILLING, TRANSITION | | | 0024 306-08432 6626.000 SYS | 1.56000 10336.56| 1.00000 6626.00| 2.00000 13252.00 MILLING, APPROACH | | | 0025 401-06264 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0026 401-07321 5472.000 TON | 52.50000 287280.00| 53.00000 290016.00| 51.00000 279072.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0027 401-07390 4557.000 TON | 42.00000 191394.00| 50.00000 227850.00| 46.00000 209622.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0028 406-05520 25.800 TON | 500.00000 12900.00| 100.00000 2580.00| 300.00000 7740.00 ASPHALT FOR TACK COAT | | | 0029 601-92948 2786.000 LFT | 3.00000 8358.00| 3.00000 8358.00| 3.00000 8358.00 GUARDRAIL, ADJUST HEIGHT | | | 0030 601-94689 12.000 EACH | 2595.00000 31140.00| 2595.00000 31140.00| 2595.00000 31140.00 GUARDRAIL END TREATMENT, OS | | | 0031 604-07897 29.000 SYS | 120.00000 3480.00| 137.00000 3973.00| 118.00000 3422.00 CURB RAMP, CONCRETE, C | | | 0032 604-07901 8.000 SYS | 120.00000 960.00| 158.00000 1264.00| 128.00000 1024.00 CURB RAMP, CONCRETE, G | | | 0033 604-07902 30.000 SYS | 120.00000 3600.00| 227.00000 6810.00| 162.00000 4860.00 CURB RAMP, CONCRETE, H | | | 0034 605-06120 7.500 LFT | 46.00000 345.00| 34.00000 255.00| 44.00000 330.00 CURB, CONCRETE | | | 0035 605-06140 88.000 LFT | 46.00000 4048.00| 30.50000 2684.00| 37.00000 3256.00 CURB AND GUTTER, CONCRETE | | | 0036 610-07487 810.900 TON | 83.00000 67304.70| 91.00000 73791.90| 115.00000 93253.50 HMA FOR APPROACHES, TYPE B | | | 0037 615-06525 1.000 EACH | 1200.00000 1200.00| 500.00000 500.00| 1200.00000 1200.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0038 621-06575 34.000 SYS | 11.00000 374.00| 57.55000 1956.70| 58.00000 1972.00 SODDING, NURSERY | | | 0039 628-09401 6.000 MOS | 2135.00000 12810.00| 1500.00000 9000.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0040 628-09407 6.000 MOS | 215.00000 1290.00| 420.00000 2520.00| 300.00000 1800.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -4 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 720-44000 1.000 EACH | 1000.00000 1000.00| 450.00000 450.00| 700.00000 700.00 CASTING, ADJUST TO GRADE | | | 0042 801-03290 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 180.00000 720.00 CONSTRUCTION SIGN, C | | | 0043 801-06203 2712.000 LFT | 0.25000 678.00| 0.90000 2440.80| 0.35000 949.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 1685.000 LFT | 1.15000 1937.75| 1.00000 1685.00| 2.00000 3370.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 38.000 EACH | 100.00000 3800.00| 100.00000 3800.00| 100.00000 3800.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP | 25500.00000 25500.00| 51977.91000 51977.91| 27800.00000 27800.00 MAINTAINING TRAFFIC | | | 0047 805-02328 2660.000 LFT | 0.95000 2527.00| 0.95000 2527.00| 0.30000 798.00 SIGNAL CABLE, 1C 14GA | | | 0048 805-78795 950.000 LFT | 6.00000 5700.00| 6.00000 5700.00| 10.00000 9500.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0049 805-92951 2.000 EACH | 85.00000 170.00| 85.00000 170.00| 85.00000 170.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0050 808-03631 796.000 LFT | 1.00000 796.00| 1.00000 796.00| 1.00000 796.00 LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0051 808-03632 796.000 LFT | 1.00000 796.00| 1.00000 796.00| 1.00000 796.00 LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0052 808-06703 37335.000 LFT | 0.33000 12320.55| 0.33000 12320.55| 0.33000 12320.55 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0053 808-06716 1592.000 LFT | 0.75000 1194.00| 0.75000 1194.00| 0.75000 1194.00 LINE, REMOVE | | | 0054 808-75240 1330.000 LFT | 0.33000 438.90| 0.33000 438.90| 0.33000 438.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0055 808-75245 23570.000 LFT | 0.33000 7778.10| 0.33000 7778.10| 0.33000 7778.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0056 808-75297 160.000 LFT | 5.00000 800.00| 5.00000 800.00| 5.00000 800.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0057 808-75320 37.000 EACH | 71.00000 2627.00| 71.00000 2627.00| 71.00000 2627.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0058 808-75325 18.000 EACH | 77.00000 1386.00| 77.00000 1386.00| 77.00000 1386.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -5 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 808-75996 659.000 EACH | 5.00000 3295.00| 0.20000 131.80| 3.50000 2306.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 659.000 EACH | 13.00000 8567.00| 13.00000 8567.00| 13.00000 8567.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 808-92027 718.000 LFT | 1.00000 718.00| 1.00000 718.00| 1.00000 718.00 LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 922,500.00| $ 972,400.00| $ 976,809.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 922,500.00| $ 972,400.00| $ 976,809.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -6 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-4351261 |( ) |E & B PAVING INC |SHELLY & SANDS INC AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 750.00000 750.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 3.00000 9.00| 79.30000 237.90| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 33.00000 594.00| 90.00000 1620.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 48000.00000 48000.00| 20400.00000 20400.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02279 88.000 LFT | 8.40000 739.20| 8.50000 748.00| CURB AND GUTTER, REMOVE | | | 0013 202-52710 67.000 SYS | 9.50000 636.50| 11.00000 737.00| SIDEWALK, CONCRETE, REMOVE | | | 0014 202-93741 12.000 EACH | 200.00000 2400.00| 210.00000 2520.00| GUARDRAIL END TREATMENT, REMOVE | | | 0015 203-02070 120.000 CYS | 17.75000 2130.00| 20.00000 2400.00| BORROW | | | 0016 203-08607 1200.000 LFT | 7.25000 8700.00| 9.75000 11700.00| LINEAR GRADING | | | 0017 303-01180 600.000 TON | 34.25000 20550.00| 30.00000 18000.00| COMPACTED AGGREGATE, NO. 53 | | | 0018 303-07449 559.000 TON | 39.75000 22220.25| 35.00000 19565.00| COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07490 688.000 TON | 130.00000 89440.00| 125.00000 86000.00| HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -7 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-4351261 |( ) |E & B PAVING INC |SHELLY & SANDS INC AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 305-60400 640.000 TON | 13.50000 8640.00| 30.00000 19200.00| COMPACTED AGGREGATE FOR PATCHING | | | 0021 306-08033 53449.000 SYS | 1.00000 53449.00| 0.45000 24052.05| MILLING, ASPHALT, 1 IN | | | 0022 306-08034 9953.000 SYS | 1.20000 11943.60| 0.80000 7962.40| MILLING, ASPHALT, 1 1/2 IN | | | 0023 306-08043 1131.000 SYS | 1.00000 1131.00| 0.90000 1017.90| MILLING, TRANSITION | | | 0024 306-08432 6626.000 SYS | 0.50000 3313.00| 1.75000 11595.50| MILLING, APPROACH | | | 0025 401-06264 LUMP | 4300.00000 4300.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0026 401-07321 5472.000 TON | 58.50000 320112.00| 61.00000 333792.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0027 401-07390 4557.000 TON | 48.00000 218736.00| 53.00000 241521.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0028 406-05520 25.800 TON | 300.00000 7740.00| 400.00000 10320.00| ASPHALT FOR TACK COAT | | | 0029 601-92948 2786.000 LFT | 3.00000 8358.00| 3.00000 8358.00| GUARDRAIL, ADJUST HEIGHT | | | 0030 601-94689 12.000 EACH | 2595.00000 31140.00| 2595.00000 31140.00| GUARDRAIL END TREATMENT, OS | | | 0031 604-07897 29.000 SYS | 98.50000 2856.50| 98.00000 2842.00| CURB RAMP, CONCRETE, C | | | 0032 604-07901 8.000 SYS | 145.00000 1160.00| 162.00000 1296.00| CURB RAMP, CONCRETE, G | | | 0033 604-07902 30.000 SYS | 115.00000 3450.00| 130.00000 3900.00| CURB RAMP, CONCRETE, H | | | 0034 605-06120 7.500 LFT | 67.00000 502.50| 105.00000 787.50| CURB, CONCRETE | | | 0035 605-06140 88.000 LFT | 32.50000 2860.00| 50.00000 4400.00| CURB AND GUTTER, CONCRETE | | | 0036 610-07487 810.900 TON | 58.50000 47437.65| 110.00000 89199.00| HMA FOR APPROACHES, TYPE B | | | 0037 615-06525 1.000 EACH | 785.00000 785.00| 1200.00000 1200.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0038 621-06575 34.000 SYS | 40.00000 1360.00| 60.85000 2068.90| SODDING, NURSERY | | | 0039 628-09401 6.000 MOS | 2000.00000 12000.00| 1990.00000 11940.00| FIELD OFFICE, A | | | 0040 628-09407 6.000 MOS | 212.00000 1272.00| 425.00000 2550.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -8 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-4351261 |( ) |E & B PAVING INC |SHELLY & SANDS INC AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 720-44000 1.000 EACH | 600.00000 600.00| 580.00000 580.00| CASTING, ADJUST TO GRADE | | | 0042 801-03290 4.000 EACH | 150.00000 600.00| 158.00000 632.00| CONSTRUCTION SIGN, C | | | 0043 801-06203 2712.000 LFT | 1.30000 3525.60| 0.40000 1084.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 1685.000 LFT | 1.30000 2190.50| 1.83000 3083.55| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 38.000 EACH | 100.00000 3800.00| 105.00000 3990.00| CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP | 2500.00000 2500.00| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | 0047 805-02328 2660.000 LFT | 0.95000 2527.00| 1.00000 2660.00| SIGNAL CABLE, 1C 14GA | | | 0048 805-78795 950.000 LFT | 6.00000 5700.00| 6.34000 6023.00| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0049 805-92951 2.000 EACH | 85.00000 170.00| 90.00000 180.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0050 808-03631 796.000 LFT | 1.00000 796.00| 1.06000 843.76| LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0051 808-03632 796.000 LFT | 1.00000 796.00| 1.06000 843.76| LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0052 808-06703 37335.000 LFT | 0.33000 12320.55| 0.35000 13067.25| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0053 808-06716 1592.000 LFT | 0.75000 1194.00| 0.80000 1273.60| LINE, REMOVE | | | 0054 808-75240 1330.000 LFT | 0.33000 438.90| 0.35000 465.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0055 808-75245 23570.000 LFT | 0.33000 7778.10| 0.35000 8249.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0056 808-75297 160.000 LFT | 5.00000 800.00| 5.30000 848.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0057 808-75320 37.000 EACH | 71.00000 2627.00| 75.00000 2775.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0058 808-75325 18.000 EACH | 77.00000 1386.00| 81.50000 1467.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 400 -9 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-30905-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 31-4351261 |( ) |E & B PAVING INC |SHELLY & SANDS INC AND SUBSI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 808-75996 659.000 EACH | 0.20000 131.80| 0.21000 138.39| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 659.000 EACH | 13.00000 8567.00| 13.75000 9061.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 808-92027 718.000 LFT | 1.00000 718.00| 1.06000 761.08| LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 997,888.65| $ 1,073,604.59| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 997,888.65| $ 1,073,604.59| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -1 VENDOR RANKING CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/31/11 LOCATION : ON SR 205 FROM 0.14 MILE NORTH OF US 33 TO 0.10 MILE SOUTH PROJECT(S) : 0800744 OF SR 3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,048,735.10 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 2,149,721.15 104.9292% 3 35-1139301 E & B PAVING INC $ 2,210,944.61 107.9175% 4 62-1492793 API CONSTRUCTION CORP $ 2,210,969.62 107.9188% 5 35-0997978 PHEND & BROWN INC $ 2,242,034.52 109.4351% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -2 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2200.00000 2200.00| 1300.00000 1300.00| 1300.00000 1300.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 80.00000 240.00| 110.00000 330.00| 100.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 36.00000 432.00| 70.00000 840.00| 50.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 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 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 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 | 15000.00000 15000.00| 105000.00000 105000.00| 110000.00000 110000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 202-90277 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 DETECTOR HOUSING, REMOVE | | | 0014 202-93741 4.000 EACH | 787.16000 3148.64| 300.00000 1200.00| 300.00000 1200.00 GUARDRAIL END TREATMENT, REMOVE | | | 0015 203-08607 60.000 LFT | 14.90000 894.00| 75.00000 4500.00| 20.00000 1200.00 LINEAR GRADING | | | 0016 205-06933 2.000 EACH | 245.00000 490.00| 245.00000 490.00| 25.00000 50.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 207-08267 1076.000 SYS | 0.01000 10.76| 2.50000 2690.00| 3.00000 3228.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-09265 38.000 CYS | 33.31000 1265.78| 30.00000 1140.00| 40.00000 1520.00 STRUCTURAL BACKFILL, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -3 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 1492.000 TON | 5.00000 7460.00| 0.01000 14.92| 5.00000 7460.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-07449 4678.000 TON | 5.00000 23390.00| 17.65000 82566.70| 21.00000 98238.00 COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07490 9845.000 TON | 50.01000 492348.45| 50.00000 492250.00| 40.00000 393800.00 HMA PATCHING, TYPE B , FULL DEPTH | | | 0022 306-08043 990.000 SYS | 0.01000 9.90| 0.75000 742.50| 0.10000 99.00 MILLING, TRANSITION | | | 0023 306-08432 12473.000 SYS | 0.01000 124.73| 0.20000 2494.60| 0.10000 1247.30 MILLING, APPROACH | | | 0024 306-08563 115398.000 SYS | 0.38000 43851.24| 0.40000 46159.20| 0.10000 11539.80 MILLING ASPHALT, 1 1/4 IN | | | 0025 401-06264 LUMP | 4500.00000 4500.00| 8500.00000 8500.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0026 401-07327 9478.000 TON | 50.52000 478828.56| 55.00000 521290.00| 62.00000 587636.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0027 401-07390 15796.000 TON | 49.98000 789484.08| 44.00000 695024.00| 48.00000 758208.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0028 402-07433 125.000 TON | 22.71000 2838.75| 55.00000 6875.00| 50.00000 6250.00 HMA SURFACE, TYPE B | | | 0029 402-07438 208.000 TON | 21.18000 4405.44| 44.00000 9152.00| 50.00000 10400.00 HMA INTERMEDIATE, TYPE B | | | 0030 406-05520 72.300 TON | 10.00000 723.00| 1.00000 72.30| 50.00000 3615.00 ASPHALT FOR TACK COAT | | | 0031 601-01846 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-02241 25.000 LFT | 6.00000 150.00| 6.00000 150.00| 6.00000 150.00 GUARDRAIL, REMOVE | | | 0033 601-09238 24.000 EACH | 75.00000 1800.00| 75.00000 1800.00| 75.00000 1800.00 HAND DIG GUARDRAIL POST HOLES | | | 0034 601-92948 688.000 LFT | 5.00000 3440.00| 5.00000 3440.00| 5.00000 3440.00 GUARDRAIL, ADJUST HEIGHT | | | 0035 601-94689 4.000 EACH | 2700.00000 10800.00| 2700.00000 10800.00| 2700.00000 10800.00 GUARDRAIL END TREATMENT, OS | | | 0036 604-07897 2.700 SYS | 961.57000 2596.24| 1100.00000 2970.00| 500.00000 1350.00 CURB RAMP, CONCRETE, C | | | 0037 610-07487 2350.000 TON | 24.75000 58162.50| 1.00000 2350.00| 35.00000 82250.00 HMA FOR APPROACHES, TYPE B | | | 0038 611-08232 5.000 EACH | 198.44000 992.20| 200.00000 1000.00| 250.00000 1250.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0039 615-06520 1.000 EACH | 488.82000 488.82| 1200.00000 1200.00| 1200.00000 1200.00 MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -4 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-02320 6.000 SYS | 2.50000 15.00| 140.00000 840.00| 5.00000 30.00 GEOTEXTILES | | | 0041 616-06451 6.000 TON | 64.84000 389.04| 160.00000 960.00| 200.00000 1200.00 RIPRAP, UNIFORM | | | 0042 621-06559 100.000 SYS | 10.98000 1098.00| 12.12000 1212.00| 10.00000 1000.00 MULCHED SEEDING, R | | | 0043 628-09402 4.000 MOS | 1909.50000 7638.00| 1500.00000 6000.00| 2900.00000 11600.00 FIELD OFFICE, B | | | 0044 715-05119 58.000 LFT | 115.40000 6693.20| 75.00000 4350.00| 77.00000 4466.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0045 715-08305 6.000 TON | 258.53000 1551.18| 200.00000 1200.00| 80.00000 480.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0046 715-46005 2.000 EACH | 414.82000 829.64| 375.00000 750.00| 560.00000 1120.00 PIPE END SECTION, 15 IN | | | 0047 720-44000 3.000 EACH | 495.95000 1487.85| 285.00000 855.00| 400.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0048 720-44015 1.000 EACH | 1306.48000 1306.48| 900.00000 900.00| 820.00000 820.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0049 801-03290 3.000 EACH | 92.00000 276.00| 92.00000 276.00| 92.00000 276.00 CONSTRUCTION SIGN, C | | | 0050 801-06203 4330.000 LFT | 0.18000 779.40| 0.40000 1732.00| 0.42000 1818.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 4330.000 LFT | 0.84000 3637.20| 1.34000 5802.20| 0.88000 3810.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06216 52.000 LFT | 1.10000 57.20| 5.52000 287.04| 0.65000 33.80 TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 24" | | | 0053 801-06218 52.000 LFT | 5.04000 262.08| 11.00000 572.00| 4.82000 250.64 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0054 801-06640 44.000 EACH | 92.00000 4048.00| 92.00000 4048.00| 92.00000 4048.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 9497.11000 9497.11| 60000.00000 60000.00| 16300.00000 16300.00 MAINTAINING TRAFFIC | | | 0056 801-92448 720.000 DAY | 0.01000 7.20| 1.48000 1065.60| 1.00000 720.00 CONSTRUCTION SIGNS, MOBILE | | | 0057 802-91122 1.000 EACH | 75.00000 75.00| 75.00000 75.00| 75.00000 75.00 SIGN, GROUND MOUNTED, RESET | | | 0058 804-06771 10.000 EACH | 25.00000 250.00| 25.00000 250.00| 25.00000 250.00 DELINEATOR POST, FLEXIBLE | | | 0059 805-02441 81.000 LFT | 0.55000 44.55| 0.55000 44.55| 0.55000 44.55 SIGNAL CABLE, ROADWAY LOOP, 1C 14 GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -5 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 805-78510 300.000 LFT | 0.95000 285.00| 0.95000 285.00| 0.95000 285.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0061 805-78785 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 SIGNAL DETECTOR HOUSING | | | 0062 805-78795 24.000 LFT | 15.00000 360.00| 15.00000 360.00| 15.00000 360.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0063 808-09381 LUMP | 1500.00000 1500.00| 850.00000 850.00| 1500.00000 1500.00 RETRO-REFLECTIVITY TESTING | | | 0064 808-75205 84320.000 LFT | 0.32000 26982.40| 0.30000 25296.00| 0.32000 26982.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0065 808-75240 8430.000 LFT | 0.32000 2697.60| 0.30000 2529.00| 0.32000 2697.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0066 808-75245 25959.000 LFT | 0.32000 8306.88| 0.30000 7787.70| 0.32000 8306.88 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75297 52.000 LFT | 10.00000 520.00| 8.35000 434.20| 10.00000 520.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0068 808-75998 756.000 EACH | 18.00000 13608.00| 13.44000 10160.64| 13.44000 10160.64 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,048,735.10| $ 2,149,721.15| $ 2,210,944.61 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,048,735.10| $ 2,149,721.15| $ 2,210,944.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -6 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS ==================================================================================================================================== |( 4 ) 62-1492793 |( 5 ) 35-0997978 |( ) |API CONSTRUCTION CORP |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 12610.00000 12610.00| 1200.00000 1200.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 455.00000 1365.00| 300.00000 900.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 115.00000 1380.00| 50.00000 600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 110550.00000 110550.00| 110000.00000 110000.00| MOBILIZATION AND DEMOBILIZATION | | | 0013 202-90277 1.000 EACH | 250.00000 250.00| 250.00000 250.00| DETECTOR HOUSING, REMOVE | | | 0014 202-93741 4.000 EACH | 300.00000 1200.00| 500.00000 2000.00| GUARDRAIL END TREATMENT, REMOVE | | | 0015 203-08607 60.000 LFT | 15.00000 900.00| 20.00000 1200.00| LINEAR GRADING | | | 0016 205-06933 2.000 EACH | 50.00000 100.00| 245.00000 490.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 207-08267 1076.000 SYS | 3.00000 3228.00| 1.00000 1076.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-09265 38.000 CYS | 35.00000 1330.00| 15.00000 570.00| STRUCTURAL BACKFILL, TYPE 2 | | | 0019 301-07448 1492.000 TON | 15.00000 22380.00| 1.00000 1492.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -7 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS ==================================================================================================================================== |( 4 ) 62-1492793 |( 5 ) 35-0997978 |( ) |API CONSTRUCTION CORP |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 303-07449 4678.000 TON | 17.00000 79526.00| 15.00000 70170.00| COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07490 9845.000 TON | 50.50000 497172.50| 62.00000 610390.00| HMA PATCHING, TYPE B , FULL DEPTH | | | 0022 306-08043 990.000 SYS | 0.75000 742.50| 0.10000 99.00| MILLING, TRANSITION | | | 0023 306-08432 12473.000 SYS | 0.75000 9354.75| 0.01000 124.73| MILLING, APPROACH | | | 0024 306-08563 115398.000 SYS | 0.75000 86548.50| 0.10000 11539.80| MILLING ASPHALT, 1 1/4 IN | | | 0025 401-06264 LUMP | 4175.00000 4175.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0026 401-07327 9478.000 TON | 50.00000 473900.00| 50.00000 473900.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0027 401-07390 15796.000 TON | 40.00000 631840.00| 46.50000 734514.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0028 402-07433 125.000 TON | 55.00000 6875.00| 50.00000 6250.00| HMA SURFACE, TYPE B | | | 0029 402-07438 208.000 TON | 45.00000 9360.00| 46.50000 9672.00| HMA INTERMEDIATE, TYPE B | | | 0030 406-05520 72.300 TON | 1.00000 72.30| 1.00000 72.30| ASPHALT FOR TACK COAT | | | 0031 601-01846 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-02241 25.000 LFT | 6.00000 150.00| 6.00000 150.00| GUARDRAIL, REMOVE | | | 0033 601-09238 24.000 EACH | 75.00000 1800.00| 75.00000 1800.00| HAND DIG GUARDRAIL POST HOLES | | | 0034 601-92948 688.000 LFT | 5.00000 3440.00| 5.00000 3440.00| GUARDRAIL, ADJUST HEIGHT | | | 0035 601-94689 4.000 EACH | 2700.00000 10800.00| 3700.00000 14800.00| GUARDRAIL END TREATMENT, OS | | | 0036 604-07897 2.700 SYS | 1500.00000 4050.00| 1000.00000 2700.00| CURB RAMP, CONCRETE, C | | | 0037 610-07487 2350.000 TON | 35.00000 82250.00| 30.00000 70500.00| HMA FOR APPROACHES, TYPE B | | | 0038 611-08232 5.000 EACH | 200.00000 1000.00| 200.00000 1000.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0039 615-06520 1.000 EACH | 1200.00000 1200.00| 1000.00000 1000.00| MONUMENT, RE-ESTABLISH | | | 0040 616-02320 6.000 SYS | 50.00000 300.00| 150.00000 900.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -8 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS ==================================================================================================================================== |( 4 ) 62-1492793 |( 5 ) 35-0997978 |( ) |API CONSTRUCTION CORP |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 616-06451 6.000 TON | 65.00000 390.00| 100.00000 600.00| RIPRAP, UNIFORM | | | 0042 621-06559 100.000 SYS | 4.00000 400.00| 10.98000 1098.00| MULCHED SEEDING, R | | | 0043 628-09402 4.000 MOS | 2500.00000 10000.00| 2500.00000 10000.00| FIELD OFFICE, B | | | 0044 715-05119 58.000 LFT | 50.00000 2900.00| 150.00000 8700.00| PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0045 715-08305 6.000 TON | 400.00000 2400.00| 100.00000 600.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0046 715-46005 2.000 EACH | 460.00000 920.00| 450.00000 900.00| PIPE END SECTION, 15 IN | | | 0047 720-44000 3.000 EACH | 270.00000 810.00| 400.00000 1200.00| CASTING, ADJUST TO GRADE | | | 0048 720-44015 1.000 EACH | 880.00000 880.00| 1400.00000 1400.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0049 801-03290 3.000 EACH | 92.00000 276.00| 115.00000 345.00| CONSTRUCTION SIGN, C | | | 0050 801-06203 4330.000 LFT | 0.40000 1732.00| 0.28000 1212.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 4330.000 LFT | 1.00000 4330.00| 1.40000 6062.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06216 52.000 LFT | 3.75000 195.00| 10.00000 520.00| TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 24" | | | 0053 801-06218 52.000 LFT | 5.75000 299.00| 7.00000 364.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 24 IN | | | 0054 801-06640 44.000 EACH | 92.00000 4048.00| 84.00000 3696.00| CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 64460.00000 64460.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0056 801-92448 720.000 DAY | 2.00000 1440.00| 0.01000 7.20| CONSTRUCTION SIGNS, MOBILE | | | 0057 802-91122 1.000 EACH | 75.00000 75.00| 75.00000 75.00| SIGN, GROUND MOUNTED, RESET | | | 0058 804-06771 10.000 EACH | 50.00000 500.00| 50.00000 500.00| DELINEATOR POST, FLEXIBLE | | | 0059 805-02441 81.000 LFT | 0.55000 44.55| 0.55000 44.55| SIGNAL CABLE, ROADWAY LOOP, 1C 14 GA. | | | 0060 805-78510 300.000 LFT | 0.95000 285.00| 0.95000 285.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 410 -9 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : RS-32301-A COUNTIES : ALLEN NOBLE LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DEKALB OTHERS ==================================================================================================================================== |( 4 ) 62-1492793 |( 5 ) 35-0997978 |( ) |API CONSTRUCTION CORP |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 805-78785 1.000 EACH | 600.00000 600.00| 600.00000 600.00| SIGNAL DETECTOR HOUSING | | | 0062 805-78795 24.000 LFT | 15.00000 360.00| 15.00000 360.00| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0063 808-09381 LUMP | 1500.00000 1500.00| 850.00000 850.00| RETRO-REFLECTIVITY TESTING | | | 0064 808-75205 84320.000 LFT | 0.32000 26982.40| 0.30000 25296.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0065 808-75240 8430.000 LFT | 0.32000 2697.60| 0.30000 2529.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0066 808-75245 25959.000 LFT | 0.32000 8306.88| 0.30000 7787.70| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75297 52.000 LFT | 10.00000 520.00| 8.35000 434.20| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0068 808-75998 756.000 EACH | 13.44000 10160.64| 13.44000 10160.64| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,210,969.62| $ 2,242,034.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,210,969.62| $ 2,242,034.52| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 420 -1 VENDOR RANKING CALL ORDER : 420 CONTRACT ID : RS-32647-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 06/15/11 LOCATION : ON SR 39 FROM 0.25 MILE NORTH OF CR 250N TO SUGAR CREEK PROJECT(S) : 0901361 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2688853 STRAWSER CONSTRUCTION INC $ 534,237.98 100.0000% 2 26-2885272 PAVEMENT MAINTENANCE SYSTEMS LLC $ 570,608.70 106.8080% 3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 611,493.16 114.4608% 43-1878237 MICRO SURFACING INC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 420 -2 TABULATION OF BIDS CALL ORDER : 420 CONTRACT ID : RS-32647-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 26-2688853 |( 2 ) 26-2885272 |( 3 ) 35-1004746 |STRAWSER CONSTRUCTION INC |PAVEMENT MAINTENANCE SYSTEMS |TEMPLE & TEMPLE EXCAVATING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICROSURFACE | | | 0001 105-06845 LUMP | 1200.00000 1200.00| 1250.00000 1250.00| 865.00000 865.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 175.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 50.00000 600.00| 85.00000 1020.00| 87.00000 1044.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 37040.00000 37040.00| 37400.00000 37400.00| 28600.00000 28600.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 303-01180 111.000 TON | 52.00000 5772.00| 26.50000 2941.50| 45.00000 4995.00 COMPACTED AGGREGATE, NO. 53 | | | 0011 304-07491 200.000 TON | 244.00000 48800.00| 247.00000 49400.00| 225.00000 45000.00 HMA PATCHING, TYPE C | | | 0012 306-08043 186.600 SYS | 28.00000 5224.80| 13.50000 2519.10| 30.00000 5598.00 MILLING, TRANSITION | | | 0013 408-07478 6.690 TON | 4950.00000 33115.50| 5000.00000 33450.00| 4160.00000 27830.40 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | ROUT AND SEAL | | | 0014 411-09521 93766.000 SYS | 3.37000 315991.42| 3.53000 330993.98| 4.10000 384440.60 MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0015 628-09401 6.000 MOS | 1200.00000 7200.00| 1460.00000 8760.00| 1870.00000 11220.00 FIELD OFFICE, A | | | 0016 720-44010 1.000 EACH | 1200.00000 1200.00| 1150.00000 1150.00| 1240.00000 1240.00 CASTING, 1, FURNISH AND ADJUST TO GRADE | | | 0017 801-03290 4.000 EACH | 135.00000 540.00| 195.00000 780.00| 140.00000 560.00 CONSTRUCTION SIGN, C | | | 0018 801-06207 2946.000 LFT | 1.72000 5067.12| 1.00000 2946.00| 1.37000 4036.02 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 420 -3 TABULATION OF BIDS CALL ORDER : 420 CONTRACT ID : RS-32647-A COUNTIES : BOONE LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 26-2688853 |( 2 ) 26-2885272 |( 3 ) 35-1004746 |STRAWSER CONSTRUCTION INC |PAVEMENT MAINTENANCE SYSTEMS |TEMPLE & TEMPLE EXCAVATING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06640 29.000 EACH | 105.00000 3045.00| 100.00000 2900.00| 110.00000 3190.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 30376.00000 30376.00| 33300.00000 33300.00| 46000.00000 46000.00 MAINTAINING TRAFFIC | | | 0021 808-06703 60278.000 LFT | 0.38000 22905.64| 0.41000 24713.98| 0.38000 22905.64 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0022 808-06716 75234.000 LFT | 0.05000 3761.70| 0.33000 24827.22| 0.09000 6771.06 LINE, REMOVE | | | 0023 808-75240 7414.000 LFT | 0.38000 2817.32| 0.41000 3039.74| 0.38000 2817.32 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0024 808-75245 2178.000 LFT | 0.76000 1655.28| 0.41000 892.98| 0.76000 1655.28 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0025 808-75996 398.000 EACH | 6.00000 2388.00| 6.50000 2587.00| 15.59000 6204.82 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 398.000 EACH | 13.40000 5333.20| 13.90000 5532.20| 15.49000 6165.02 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 534,237.98| $ 570,608.70| $ 611,493.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 534,237.98| $ 570,608.70| $ 611,493.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 430 -1 VENDOR RANKING CALL ORDER : 430 CONTRACT ID : RS-32648-A COUNTIES : OWEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM DESCRIPTION : SURFACE TREATMENT, ULTRATHIN BONDED WEARING COURSE COMPLETION DATE : 06/15/11 LOCATION : ON US 231FROM 3.02 MILES N OF N JCT SR 67 TO PROJECT(S) : 0901363 0.33 MILE S OF SR 42 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 875,845.00 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 895,354.55 102.2275% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 430 -2 TABULATION OF BIDS CALL ORDER : 430 CONTRACT ID : RS-32648-A COUNTIES : OWEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, ULTRATHIN BONDED WEARING COURSE | | | 0001 105-06845 LUMP | 892.50000 892.50| 1900.00000 1900.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 75.00000 150.00| 200.00000 400.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 75.00000 1800.00| 150.00000 3600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 57906.00000 57906.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 304-07490 500.000 TON | 120.47000 60235.00| 100.00000 50000.00| HMA PATCHING, TYPE B , UNDISTRIBUTED | | | 0011 305-60400 100.000 TON | 10.00000 1000.00| 50.00000 5000.00| COMPACTED AGGREGATE FOR PATCHING , | | | UNDISTRIBUTED | | | 0012 306-08043 120.000 SYS | 17.33000 2079.60| 10.00000 1200.00| MILLING, TRANSITION | | | 0013 402-09325 133727.000 SYS | 4.22000 564327.94| 4.45000 595085.15| ULTRATHIN BONDED WEARING COURSE , 9.5mm | | | 0014 408-07478 19.000 TON | 3594.15000 68288.85| 3400.00000 64600.00| CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | ROUT AND SEAL | | | 0015 628-09402 12.000 MOS | 1545.00000 18540.00| 1800.00000 21600.00| FIELD OFFICE, B | | | 0016 628-09407 12.000 MOS | 215.00000 2580.00| 180.00000 2160.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0017 801-03290 4.000 EACH | 132.30000 529.20| 150.00000 600.00| CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 430 -3 TABULATION OF BIDS CALL ORDER : 430 CONTRACT ID : RS-32648-A COUNTIES : OWEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |DAVE OMARA CONTRACTOR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06207 4036.000 LFT | 1.13000 4560.68| 1.30000 5246.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 30.000 EACH | 100.80000 3024.00| 110.00000 3300.00| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 13656.47000 13656.47| 14000.00000 14000.00| MAINTAINING TRAFFIC | | | 0023 808-06703 78977.000 LFT | 0.34000 26852.18| 0.40000 31590.80| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0024 808-06716 135068.000 LFT | 0.04000 5402.72| 0.05000 6753.40| LINE, REMOVE | | | 0025 808-75240 6032.000 LFT | 0.34000 2050.88| 0.40000 2412.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0026 808-75245 49099.000 LFT | 0.34000 16693.66| 0.40000 19639.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0027 808-75996 921.000 EACH | 9.12000 8399.52| 6.00000 5526.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 921.000 EACH | 16.40000 15104.40| 15.00000 13815.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0029 808-10033 480.000 LFT | 1.84000 883.20| 2.00000 960.00| LINE, MULTI-COMP, SOLID, WHITE, 4 IN , | | | FOR CONCRETE STRUCTURE | | | 0030 808-10034 480.000 LFT | 1.84000 883.20| 2.00000 960.00| LINE, MULTI-COMP, SOLID, YELLOW, 4 IN , | | | FOR CONCRETE STRUCTURE | | | SECTION TOTALS | $ 875,845.00| $ 895,354.55| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 875,845.00| $ 895,354.55| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 440 -1 VENDOR RANKING CALL ORDER : 440 CONTRACT ID : RS-33300-A COUNTIES : STEUBEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 06/30/11 LOCATION : ON SR 120 FROM 0.26 MILE EAST OF SR 327 RO SR 127 PROJECT(S) : 1005741 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2885272 PAVEMENT MAINTENANCE SYSTEMS LLC $ 876,997.50 100.0000% 2 26-2688853 STRAWSER CONSTRUCTION INC $ 986,601.55 112.4976% 3 43-1878237 MICRO SURFACING INC $ 1,062,509.00 121.1530% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 440 -2 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : RS-33300-A COUNTIES : STEUBEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 26-2885272 |( 2 ) 26-2688853 |( 3 ) 43-1878237 |PAVEMENT MAINTENANCE SYSTEMS |STRAWSER CONSTRUCTION INC |MICRO SURFACING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, MICROSURFACE | | | 0001 105-06845 LUMP | 1550.00000 1550.00| 3000.00000 3000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 55.00000 330.00| 50.00000 300.00| 50.00000 300.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 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 | 31210.00000 31210.00| 58115.00000 58115.00| 48000.00000 48000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 301-07448 60.000 TON | 65.00000 3900.00| 62.00000 3720.00| 70.00000 4200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 100.000 TON | 100.00000 10000.00| 112.00000 11200.00| 70.00000 7000.00 HMA PATCHING, TYPE B , FULL DEPTH | | | 0014 304-07490 750.000 TON | 87.00000 65250.00| 95.00000 71250.00| 115.00000 86250.00 HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0015 406-05520 3.000 TON | 1.00000 3.00| 1.15000 3.45| 600.00000 1800.00 ASPHALT FOR TACK COAT | | | 0016 408-07504 40.000 TON | 3250.00000 130000.00| 3000.00000 120000.00| 3775.00000 151000.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0017 411-09521 173900.000 SYS | 2.89000 502571.00| 3.46000 601694.00| 3.59000 624301.00 MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 440 -3 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : RS-33300-A COUNTIES : STEUBEN LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 26-2885272 |( 2 ) 26-2688853 |( 3 ) 43-1878237 |PAVEMENT MAINTENANCE SYSTEMS |STRAWSER CONSTRUCTION INC |MICRO SURFACING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 615-06520 7.000 EACH | 750.00000 5250.00| 1500.00000 10500.00| 1430.00000 10010.00 MONUMENT, RE-ESTABLISH | | | 0019 628-09402 3.000 MOS | 1776.00000 5328.00| 1200.00000 3600.00| 1500.00000 4500.00 FIELD OFFICE, B | | | 0020 628-09407 3.000 MOS | 300.00000 900.00| 200.00000 600.00| 1000.00000 3000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0021 801-03290 2.000 EACH | 105.00000 210.00| 112.00000 224.00| 100.00000 200.00 CONSTRUCTION SIGN, C | | | 0022 801-06203 5000.000 LFT | 1.00000 5000.00| 0.47000 2350.00| 0.41000 2050.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0023 801-06640 58.000 EACH | 70.00000 4060.00| 112.00000 6496.00| 67.00000 3886.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 31405.00000 31405.00| 30242.00000 30242.00| 33000.00000 33000.00 MAINTAINING TRAFFIC | | | 0025 801-92448 500.000 DAY | 2.50000 1250.00| 4.00000 2000.00| 2.00000 1000.00 CONSTRUCTION SIGNS, MOBILE | | | 0026 808-06712 7600.000 LFT | 0.14000 1064.00| 0.11000 836.00| 0.10000 760.00 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0027 808-06713 98100.000 LFT | 0.13000 12753.00| 0.11000 10791.00| 0.10000 9810.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0028 808-06714 51800.000 LFT | 0.13000 6734.00| 0.11000 5698.00| 0.10000 5180.00 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0029 808-06716 157500.000 LFT | 0.21000 33075.00| 0.10000 15750.00| 0.20000 31500.00 LINE, REMOVE | | | 0030 808-09381 LUMP | 1000.00000 1000.00| 2100.00000 2100.00| 1000.00000 1000.00 RETRO-REFLECTIVITY TESTING | | | 0031 808-75996 1030.000 EACH | 5.75000 5922.50| 6.26000 6447.80| 10.00000 10300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 1030.000 EACH | 17.50000 18025.00| 18.91000 19477.30| 18.50000 19055.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 876,997.50| $ 986,601.55| $ 1,062,509.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 876,997.50| $ 986,601.55| $ 1,062,509.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -1 VENDOR RANKING CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BRIDGE REHABILITATION COMPLETION DATE : 10/22/11 LOCATION : ON US 27 OVER LIMBERLOST CREEK, 1.74 MILES SOUTH OF SR 116 PROJECT(S) : 0200933 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC $ 897,440.93 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 918,484.70 102.3449% 3 38-2675420 ANLAAN CORPORATION $ 921,419.18 102.6718% 4 35-1128289 BEATY CONSTRUCTION INC $ 928,759.32 103.4897% 5 35-1374866 PRIMCO INC $ 928,812.46 103.4957% 6 35-1817530 PIONEER ASSOCIATES INC $ 947,043.07 105.5271% 7 34-1556319 JUTTE EXCAVATING INC $ 975,538.25 108.7022% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 979,014.80 109.0896% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -2 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1310611 |( 3 ) 38-2675420 |R L MCCOY INC |DUNCAN ROBERTSON INC |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 3300.00000 3300.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 44500.00000 44500.00| 45000.00000 45000.00| 47000.00000 47000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 351.000 SYS | 31.00000 10881.00| 20.00000 7020.00| 12.75000 4475.25 PAVEMENT REMOVAL | | | 0009 202-51328 LUMP | 108000.00000 108000.00| 100000.00000 100000.00| 149400.00000 149400.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-92953 42.000 SYS | 19.00000 798.00| 15.00000 630.00| 12.00000 504.00 CURB AND GUTTER TURNOUT, REMOVE | | | 0011 203-02070 250.000 CYS | 28.00000 7000.00| 15.00000 3750.00| 34.00000 8500.00 BORROW | | | 0012 203-08607 1096.000 LFT | 7.10000 7781.60| 3.50000 3836.00| 4.33000 4745.68 LINEAR GRADING | | | 0013 205-06937 1500.000 LFT | 1.97000 2955.00| 1.00000 1500.00| 1.21000 1815.00 TEMPORARY SILT FENCE | | | 0014 206-51230 14.000 CYS | 160.00000 2240.00| 50.00000 700.00| 13.46000 188.44 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-06467 12.000 CYS | 130.00000 1560.00| 50.00000 600.00| 51.00000 612.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 302-07455 62.000 CYS | 80.00000 4960.00| 50.00000 3100.00| 39.00000 2418.00 DENSE GRADED SUBBASE | | | 0017 306-08043 350.000 SYS | 6.00000 2100.00| 5.00000 1750.00| 4.74000 1659.00 MILLING, TRANSITION | | | 0018 406-05520 1.000 TON | 50.00000 50.00| 410.00000 410.00| 10.00000 10.00 ASPHALT FOR TACK COAT | | | 0019 502-06329 158.000 SYS | 85.00000 13430.00| 110.00000 17380.00| 85.00000 13430.00 PCCP, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -3 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1310611 |( 3 ) 38-2675420 |R L MCCOY INC |DUNCAN ROBERTSON INC |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 503-03489 72.000 EACH | 25.00000 1800.00| 15.00000 1080.00| 25.00000 1800.00 RETROFITTED TIE BARS | | | 0021 503-05310 70.000 LFT | 142.00000 9940.00| 225.00000 15750.00| 106.04000 7422.80 TERMINAL JOINT | | | 0022 601-01522 4.000 EACH | 1910.00000 7640.00| 2500.00000 10000.00| 1910.00000 7640.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-02241 456.000 LFT | 2.00000 912.00| 6.00000 2736.00| 2.00000 912.00 GUARDRAIL, REMOVE | | | 0024 601-94689 4.000 EACH | 2395.00000 9580.00| 2800.00000 11200.00| 2395.00000 9580.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 800.000 LFT | 17.40000 13920.00| 22.00000 17600.00| 17.40000 13920.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0026 602-06729 10.000 EACH | 10.00000 100.00| 10.00000 100.00| 20.00000 200.00 BARRIER DELINEATOR | | | 0027 609-06259 251.000 SYS | 90.00000 22590.00| 100.00000 25100.00| 90.00000 22590.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0028 610-07487 308.000 TON | 100.00000 30800.00| 90.00000 27720.00| 83.75000 25795.00 HMA FOR APPROACHES, TYPE B | | | 0029 616-02320 949.000 SYS | 2.75000 2609.75| 3.00000 2847.00| 2.40000 2277.60 GEOTEXTILES | | | 0030 616-06405 658.000 TON | 28.00000 18424.00| 22.00000 14476.00| 40.00000 26320.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH | 750.00000 1500.00| 200.00000 400.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 500.000 SYS | 3.40000 1700.00| 2.00000 1000.00| 1.22000 610.00 MULCHED SEEDING, R | | | 0033 628-09401 9.000 MOS | 1875.00000 16875.00| 1050.00000 9450.00| 1720.00000 15480.00 FIELD OFFICE, A | | | 0034 702-51005 67.200 CYS | 860.00000 57792.00| 750.00000 50400.00| 663.00000 44553.60 CONCRETE, A, SUBSTRUCTURE | | | 0035 702-51863 122.000 EACH | 15.00000 1830.00| 15.00000 1830.00| 6.00000 732.00 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-06028 8566.000 LBS | 0.72000 6167.52| 1.00000 8566.00| 0.71000 6081.86 REINFORCING BARS | | | 0037 703-06029 69055.000 LBS | 0.81000 55934.55| 1.00000 69055.00| 0.74000 51100.70 REINFORCING BARS, EPOXY COATED | | | 0038 703-97936 616.000 EACH | 23.00000 14168.00| 17.50000 10780.00| 16.50000 10164.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 188.000 CYS | 745.00000 140060.00| 750.00000 141000.00| 880.00000 165440.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -4 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1310611 |( 3 ) 38-2675420 |R L MCCOY INC |DUNCAN ROBERTSON INC |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 706-05732 4.000 EACH | 1470.00000 5880.00| 1500.00000 6000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0041 706-51020 30.600 CYS | 425.00000 13005.00| 750.00000 22950.00| 738.00000 22582.80 CONCRETE, C, RAILING | | | 0042 707-05978 3165.000 SFT | 42.00000 132930.00| 50.00000 158250.00| 40.00000 126600.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | 21" X 48" | | | 0043 709-51821 LUMP | 5390.00000 5390.00| 5000.00000 5000.00| 5390.00000 5390.00 SURFACE SEAL | | | 0044 711-02707 10.000 EACH | 261.00000 2610.00| 300.00000 3000.00| 269.00000 2690.00 ANCHOR PLATE | | | 0045 711-96500 LUMP | 38000.00000 38000.00| 500.00000 500.00| 9000.00000 9000.00 TEMPORARY SUPPORT OF BENT CAPS | | | 0046 801-03290 6.000 EACH | 173.00000 1038.00| 260.00000 1560.00| 120.00000 720.00 CONSTRUCTION SIGN, C | | | 0047 801-06203 1134.000 LFT | 0.39000 442.26| 0.75000 850.50| 0.67000 759.78 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 4930.000 LFT | 1.13000 5570.90| 1.08000 5324.40| 1.19000 5866.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06640 20.000 EACH | 150.00000 3000.00| 160.00000 3200.00| 110.00000 2200.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 2.000 EACH | 44.00000 88.00| 75.00000 150.00| 65.00000 130.00 CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP | 2310.00000 2310.00| 10000.00000 10000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0052 801-07024 1.000 EACH | 6975.00000 6975.00| 8000.00000 8000.00| 6975.00000 6975.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0053 801-08401 100.000 LFT | 30.00000 3000.00| 50.00000 5000.00| 30.00000 3000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0054 801-08508 780.000 LFT | 30.00000 23400.00| 50.00000 39000.00| 37.45000 29211.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0056 808-06703 1428.000 LFT | 1.12000 1599.36| 1.25000 1785.00| 0.80000 1142.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0057 808-06716 1713.000 LFT | 0.47000 805.11| 1.00000 1713.00| 0.39000 668.07 LINE, REMOVE | | | 0058 808-10033 532.000 LFT | 4.00000 2128.00| 4.00000 2128.00| 4.70000 2500.40 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0059 808-10036 67.000 LFT | 4.00000 268.00| 4.00000 268.00| 4.70000 314.90 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0060 808-75240 209.000 LFT | 1.12000 234.08| 2.20000 459.80| 0.80000 167.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -5 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1310611 |( 3 ) 38-2675420 |R L MCCOY INC |DUNCAN ROBERTSON INC |ANLAAN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 808-75245 140.000 LFT | 1.12000 156.80| 1.25000 175.00| 0.80000 112.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75996 4.000 EACH | 23.00000 92.00| 50.00000 200.00| 8.00000 32.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 8.000 EACH | 130.00000 1040.00| 150.00000 1200.00| 150.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 801-01851 LUMP | 22875.00000 22875.00| 30000.00000 30000.00| 22875.00000 22875.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | SECTION TOTALS | $ 897,440.93| $ 918,484.70| $ 921,419.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 897,440.93| $ 918,484.70| $ 921,419.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -6 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1817530 |BEATY CONSTRUCTION INC |PRIMCO INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 4500.00000 4500.00| 12620.69000 12620.69| 3300.00000 3300.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 46400.00000 46400.00| 46440.62000 46440.62| 48500.00000 48500.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 351.000 SYS | 25.00000 8775.00| 24.00000 8424.00| 19.00000 6669.00 PAVEMENT REMOVAL | | | 0009 202-51328 LUMP | 85047.92000 85047.92| 178444.35000 178444.35| 120000.00000 120000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-92953 42.000 SYS | 18.00000 756.00| 60.00000 2520.00| 31.00000 1302.00 CURB AND GUTTER TURNOUT, REMOVE | | | 0011 203-02070 250.000 CYS | 20.00000 5000.00| 29.00000 7250.00| 17.00000 4250.00 BORROW | | | 0012 203-08607 1096.000 LFT | 7.25000 7946.00| 10.00000 10960.00| 17.50000 19180.00 LINEAR GRADING | | | 0013 205-06937 1500.000 LFT | 1.60000 2400.00| 2.80000 4200.00| 3.30000 4950.00 TEMPORARY SILT FENCE | | | 0014 206-51230 14.000 CYS | 65.00000 910.00| 63.00000 882.00| 80.00000 1120.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-06467 12.000 CYS | 80.00000 960.00| 121.00000 1452.00| 43.00000 516.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 302-07455 62.000 CYS | 90.00000 5580.00| 82.00000 5084.00| 31.00000 1922.00 DENSE GRADED SUBBASE | | | 0017 306-08043 350.000 SYS | 5.75000 2012.50| 2.00000 700.00| 11.75000 4112.50 MILLING, TRANSITION | | | 0018 406-05520 1.000 TON | 450.00000 450.00| 50.00000 50.00| 10.00000 10.00 ASPHALT FOR TACK COAT | | | 0019 502-06329 158.000 SYS | 70.00000 11060.00| 65.00000 10270.00| 95.00000 15010.00 PCCP, 12 IN | | | 0020 503-03489 72.000 EACH | 21.50000 1548.00| 20.00000 1440.00| 23.00000 1656.00 RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -7 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1817530 |BEATY CONSTRUCTION INC |PRIMCO INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 503-05310 70.000 LFT | 195.00000 13650.00| 155.00000 10850.00| 175.00000 12250.00 TERMINAL JOINT | | | 0022 601-01522 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| 2300.00000 9200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-02241 456.000 LFT | 5.00000 2280.00| 8.30000 3784.80| 5.00000 2280.00 GUARDRAIL, REMOVE | | | 0024 601-94689 4.000 EACH | 2299.50000 9198.00| 3891.75000 15567.00| 2600.00000 10400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 800.000 LFT | 20.00000 16000.00| 20.00000 16000.00| 20.00000 16000.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0026 602-06729 10.000 EACH | 15.00000 150.00| 12.00000 120.00| 10.00000 100.00 BARRIER DELINEATOR | | | 0027 609-06259 251.000 SYS | 105.00000 26355.00| 100.00000 25100.00| 100.00000 25100.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0028 610-07487 308.000 TON | 95.00000 29260.00| 85.00000 26180.00| 83.75000 25795.00 HMA FOR APPROACHES, TYPE B | | | 0029 616-02320 949.000 SYS | 3.50000 3321.50| 2.50000 2372.50| 3.25000 3084.25 GEOTEXTILES | | | 0030 616-06405 658.000 TON | 25.00000 16450.00| 25.00000 16450.00| 27.32000 17976.56 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH | 475.00000 950.00| 450.00000 900.00| 425.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 500.000 SYS | 2.95000 1475.00| 1.50000 750.00| 2.62000 1310.00 MULCHED SEEDING, R | | | 0033 628-09401 9.000 MOS | 2000.00000 18000.00| 2000.00000 18000.00| 2850.00000 25650.00 FIELD OFFICE, A | | | 0034 702-51005 67.200 CYS | 850.00000 57120.00| 675.00000 45360.00| 1100.00000 73920.00 CONCRETE, A, SUBSTRUCTURE | | | 0035 702-51863 122.000 EACH | 15.25000 1860.50| 15.00000 1830.00| 7.75000 945.50 FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-06028 8566.000 LBS | 0.80000 6852.80| 1.20000 10279.20| 1.00000 8566.00 REINFORCING BARS | | | 0037 703-06029 69055.000 LBS | 0.95000 65602.25| 0.95000 65602.25| 1.05000 72507.75 REINFORCING BARS, EPOXY COATED | | | 0038 703-97936 616.000 EACH | 15.75000 9702.00| 19.04000 11728.64| 21.25000 13090.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 188.000 CYS | 800.00000 150400.00| 575.00000 108100.00| 585.00000 109980.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 4.000 EACH | 1850.00000 7400.00| 800.00000 3200.00| 1570.00000 6280.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -8 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1817530 |BEATY CONSTRUCTION INC |PRIMCO INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 706-51020 30.600 CYS | 575.00000 17595.00| 525.00000 16065.00| 700.00000 21420.00 CONCRETE, C, RAILING | | | 0042 707-05978 3165.000 SFT | 44.00000 139260.00| 39.06000 123624.90| 45.00000 142425.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | 21" X 48" | | | 0043 709-51821 LUMP | 6000.00000 6000.00| 4500.00000 4500.00| 4500.00000 4500.00 SURFACE SEAL | | | 0044 711-02707 10.000 EACH | 425.00000 4250.00| 250.00000 2500.00| 230.00000 2300.00 ANCHOR PLATE | | | 0045 711-96500 LUMP | 20000.00000 20000.00| 22000.00000 22000.00| 10000.00000 10000.00 TEMPORARY SUPPORT OF BENT CAPS | | | 0046 801-03290 6.000 EACH | 285.00000 1710.00| 173.00000 1038.00| 173.00000 1038.00 CONSTRUCTION SIGN, C | | | 0047 801-06203 1134.000 LFT | 0.80000 907.20| 0.39000 442.26| 0.39000 442.26 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 4930.000 LFT | 1.25000 6162.50| 1.13000 5570.90| 1.13000 5570.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06640 20.000 EACH | 170.00000 3400.00| 150.00000 3000.00| 150.00000 3000.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 2.000 EACH | 80.00000 160.00| 44.00000 88.00| 44.00000 88.00 CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP | 18250.00000 18250.00| 10586.40000 10586.40| 23500.00000 23500.00 MAINTAINING TRAFFIC | | | 0052 801-07024 1.000 EACH | 7200.00000 7200.00| 7200.00000 7200.00| 7200.00000 7200.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0053 801-08401 100.000 LFT | 32.00000 3200.00| 22.12000 2212.00| 30.00000 3000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0054 801-08508 780.000 LFT | 34.00000 26520.00| 24.22000 18891.60| 30.00000 23400.00 TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0056 808-06703 1428.000 LFT | 1.35000 1927.80| 1.12000 1599.36| 1.12000 1599.36 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0057 808-06716 1713.000 LFT | 1.00000 1713.00| 0.47000 805.11| 0.47000 805.11 LINE, REMOVE | | | 0058 808-10033 532.000 LFT | 4.25000 2261.00| 4.00000 2128.00| 4.00000 2128.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0059 808-10036 67.000 LFT | 4.25000 284.75| 4.00000 268.00| 4.00000 268.00 LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0060 808-75240 209.000 LFT | 2.40000 501.60| 1.12000 234.08| 1.12000 234.08 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75245 140.000 LFT | 1.35000 189.00| 1.12000 156.80| 1.12000 156.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -9 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1374866 |( 6 ) 35-1817530 |BEATY CONSTRUCTION INC |PRIMCO INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 808-75996 4.000 EACH | 20.00000 80.00| 20.00000 80.00| 35.00000 140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 8.000 EACH | 170.00000 1360.00| 60.00000 480.00| 130.00000 1040.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 801-01851 LUMP | 37250.00000 37250.00| 23225.00000 23225.00| 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | SECTION TOTALS | $ 928,759.32| $ 928,812.46| $ 947,043.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 928,759.32| $ 928,812.46| $ 947,043.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -10 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 34-1556319 |( 8 ) 35-1618530 |( ) |JUTTE EXCAVATING INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 13300.00000 13300.00| 5300.00000 5300.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 30000.00000 30000.00| 48950.74000 48950.74| MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 351.000 SYS | 5.00000 1755.00| 21.00000 7371.00| PAVEMENT REMOVAL | | | 0009 202-51328 LUMP | 80000.00000 80000.00| 102000.00000 102000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-92953 42.000 SYS | 20.00000 840.00| 38.33000 1609.86| CURB AND GUTTER TURNOUT, REMOVE | | | 0011 203-02070 250.000 CYS | 15.00000 3750.00| 40.39000 10097.50| BORROW | | | 0012 203-08607 1096.000 LFT | 3.00000 3288.00| 8.00000 8768.00| LINEAR GRADING | | | 0013 205-06937 1500.000 LFT | 1.38000 2070.00| 1.38000 2070.00| TEMPORARY SILT FENCE | | | 0014 206-51230 14.000 CYS | 20.00000 280.00| 200.00000 2800.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-06467 12.000 CYS | 40.00000 480.00| 140.00000 1680.00| AGGREGATE FOR END BENT BACKFILL | | | 0016 302-07455 62.000 CYS | 15.00000 930.00| 65.00000 4030.00| DENSE GRADED SUBBASE | | | 0017 306-08043 350.000 SYS | 4.62000 1617.00| 20.00000 7000.00| MILLING, TRANSITION | | | 0018 406-05520 1.000 TON | 400.00000 400.00| 400.00000 400.00| ASPHALT FOR TACK COAT | | | 0019 502-06329 158.000 SYS | 95.00000 15010.00| 80.00000 12640.00| PCCP, 12 IN | | | 0020 503-03489 72.000 EACH | 100.00000 7200.00| 35.00000 2520.00| RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -11 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 34-1556319 |( 8 ) 35-1618530 |( ) |JUTTE EXCAVATING INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 503-05310 70.000 LFT | 150.00000 10500.00| 191.00000 13370.00| TERMINAL JOINT | | | 0022 601-01522 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-02241 456.000 LFT | 5.00000 2280.00| 5.00000 2280.00| GUARDRAIL, REMOVE | | | 0024 601-94689 4.000 EACH | 2600.00000 10400.00| 2600.00000 10400.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 800.000 LFT | 20.00000 16000.00| 20.00000 16000.00| GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0026 602-06729 10.000 EACH | 20.00000 200.00| 12.00000 120.00| BARRIER DELINEATOR | | | 0027 609-06259 251.000 SYS | 105.00000 26355.00| 110.00000 27610.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0028 610-07487 308.000 TON | 89.20000 27473.60| 89.20000 27473.60| HMA FOR APPROACHES, TYPE B | | | 0029 616-02320 949.000 SYS | 1.00000 949.00| 3.50000 3321.50| GEOTEXTILES | | | 0030 616-06405 658.000 TON | 18.26000 12015.08| 30.00000 19740.00| RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH | 425.00000 850.00| 425.00000 850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 500.000 SYS | 2.62000 1310.00| 2.62000 1310.00| MULCHED SEEDING, R | | | 0033 628-09401 9.000 MOS | 1200.00000 10800.00| 3000.00000 27000.00| FIELD OFFICE, A | | | 0034 702-51005 67.200 CYS | 708.33000 47599.78| 600.00000 40320.00| CONCRETE, A, SUBSTRUCTURE | | | 0035 702-51863 122.000 EACH | 15.00000 1830.00| 20.00000 2440.00| FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-06028 8566.000 LBS | 1.50000 12849.00| 0.91000 7795.06| REINFORCING BARS | | | 0037 703-06029 69055.000 LBS | 1.50000 103582.50| 1.00000 69055.00| REINFORCING BARS, EPOXY COATED | | | 0038 703-97936 616.000 EACH | 15.00000 9240.00| 30.00000 18480.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 188.000 CYS | 498.38000 93695.44| 775.00000 145700.00| CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -12 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 34-1556319 |( 8 ) 35-1618530 |( ) |JUTTE EXCAVATING INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 706-51020 30.600 CYS | 550.00000 16830.00| 600.00000 18360.00| CONCRETE, C, RAILING | | | 0042 707-05978 3165.000 SFT | 85.08000 269278.20| 54.50000 172492.50| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | 21" X 48" | | | 0043 709-51821 LUMP | 6000.00000 6000.00| 5390.00000 5390.00| SURFACE SEAL | | | 0044 711-02707 10.000 EACH | 500.00000 5000.00| 200.00000 2000.00| ANCHOR PLATE | | | 0045 711-96500 LUMP | 6000.00000 6000.00| 10000.00000 10000.00| TEMPORARY SUPPORT OF BENT CAPS | | | 0046 801-03290 6.000 EACH | 249.00000 1494.00| 249.00000 1494.00| CONSTRUCTION SIGN, C | | | 0047 801-06203 1134.000 LFT | 0.70000 793.80| 0.70000 793.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 4930.000 LFT | 0.98000 4831.40| 0.98000 4831.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06640 20.000 EACH | 149.00000 2980.00| 149.00000 2980.00| CONSTRUCTION SIGN, A | | | 0050 801-06645 2.000 EACH | 69.00000 138.00| 69.00000 138.00| CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP | 35000.00000 35000.00| 17924.39000 17924.39| MAINTAINING TRAFFIC | | | 0052 801-07024 1.000 EACH | 7200.00000 7200.00| 8300.00000 8300.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0053 801-08401 100.000 LFT | 19.00000 1900.00| 44.00000 4400.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0054 801-08508 780.000 LFT | 22.00000 17160.00| 41.00000 31980.00| TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | | 0056 808-06703 1428.000 LFT | 1.20000 1713.60| 1.20000 1713.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0057 808-06716 1713.000 LFT | 0.90000 1541.70| 0.90000 1541.70| LINE, REMOVE | | | 0058 808-10033 532.000 LFT | 3.75000 1995.00| 3.75000 1995.00| LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0059 808-10036 67.000 LFT | 3.75000 251.25| 3.75000 251.25| LINE, MULTI-COMP, BROKEN, YELLOW, 4 IN | | | 0060 808-75240 209.000 LFT | 2.10000 438.90| 2.10000 438.90| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75245 140.000 LFT | 1.20000 168.00| 1.20000 168.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 470 -13 TABULATION OF BIDS CALL ORDER : 470 CONTRACT ID : B -28999-A COUNTIES : JAY LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 34-1556319 |( 8 ) 35-1618530 |( ) |JUTTE EXCAVATING INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 808-75996 4.000 EACH | 10.00000 40.00| 50.00000 200.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 8.000 EACH | 60.00000 480.00| 130.00000 1040.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 801-01851 LUMP | 28250.00000 28250.00| 22875.00000 22875.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | SECTION TOTALS | $ 975,538.25| $ 979,014.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 975,538.25| $ 979,014.80| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -1 VENDOR RANKING CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE WIDENING COMPLETION DATE : 10/03/11 LOCATION : ON CR 310W OVER WILLIAMS CREEK PROJECT(S) : 0100362 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 497,576.49 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 524,509.52 105.4128% 3 35-1128289 BEATY CONSTRUCTION INC $ 524,836.51 105.4786% 4 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 525,000.00 105.5114% 5 35-1917625 MILESTONE CONTRACTORS LP $ 537,310.00 107.9854% 6 35-1549010 MCALISTER EXCAVATING CO INC $ 547,388.30 110.0109% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 644,835.04 129.5952% 8 38-3806996 HIS CONSTRUCTORS INC $ 703,751.95 141.4359% 9 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 836,422.01 168.0992% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -2 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |DUNCAN ROBERTSON INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE WIDENING | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 9000.00000 9000.00| 6900.00000 6900.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 25000.00000 25000.00| 26000.00000 26000.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 10000.00000 10000.00| 12000.00000 12000.00| 10525.00000 10525.00 CLEARING RIGHT OF WAY | | | 0009 202-51328 LUMP | 40000.00000 40000.00| 65000.00000 65000.00| 33925.38000 33925.38 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 270.000 CYS | 10.00000 2700.00| 18.00000 4860.00| 15.00000 4050.00 EXCAVATION, COMMON | | | 0011 203-02070 300.000 CYS | 10.00000 3000.00| 23.00000 6900.00| 18.00000 5400.00 BORROW | | | 0012 205-06936 5.000 TON | 20.00000 100.00| 70.00000 350.00| 105.00000 525.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 1370.000 LFT | 1.00000 1370.00| 1.40000 1918.00| 1.25000 1712.50 TEMPORARY SILT FENCE | | | 0014 206-51220 99.000 CYS | 100.00000 9900.00| 110.00000 10890.00| 700.00000 69300.00 EXCAVATION, WET | | | 0015 206-51230 75.000 CYS | 100.00000 7500.00| 38.00000 2850.00| 20.00000 1500.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-08267 1675.000 SYS | 5.00000 8375.00| 8.00000 13400.00| 6.75000 11306.25 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-09264 2.000 CYS | 100.00000 200.00| 125.00000 250.00| 34.00000 68.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0018 211-09267 60.000 CYS | 75.00000 4500.00| 185.00000 11100.00| 45.00000 2700.00 STRUCTURAL BACKFILL, TYPE 4 | | | 0019 301-07448 565.000 TON | 20.00000 11300.00| 23.00000 12995.00| 21.00000 11865.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -3 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |DUNCAN ROBERTSON INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 302-07455 28.000 CYS | 50.00000 1400.00| 50.00000 1400.00| 80.00000 2240.00 DENSE GRADED SUBBASE | | | 0021 402-07432 140.000 TON | 92.00000 12880.00| 80.00000 11200.00| 100.00000 14000.00 HMA SURFACE, TYPE A | | | 0022 402-07435 230.000 TON | 82.00000 18860.00| 75.00000 17250.00| 80.00000 18400.00 HMA INTERMEDIATE, TYPE A | | | 0023 406-05521 1620.000 SYS | 0.40000 648.00| 0.40000 648.00| 0.14000 226.80 ASPHALT FOR TACK COAT | | | 0024 601-06037 4.000 EACH | 1000.00000 4000.00| 1000.00000 4000.00| 712.50000 2850.00 GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH | 1000.00000 4000.00| 1000.00000 4000.00| 712.50000 2850.00 GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-08182 6.250 LFT | 30.00000 187.50| 30.00000 187.50| 27.00000 168.75 GUARDRAIL, THRIE BEAM , 6'-3" SPACING | | | 0027 601-08182 65.630 LFT | 50.00000 3281.50| 50.00000 3281.50| 47.00000 3084.61 GUARDRAIL, THRIE BEAM , 6'-3" SPACING, | | | SHOP CURVED | | | 0028 601-99105 168.750 LFT | 19.00000 3206.25| 19.00000 3206.25| 18.00000 3037.50 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0029 603-06040 706.000 LFT | 9.00000 6354.00| 9.00000 6354.00| 8.00000 5648.00 FENCE, FARM FIELD, 47 IN | | | 0030 603-06052 4.000 EACH | 1300.00000 5200.00| 1400.00000 5600.00| 1200.00000 4800.00 FENCE GATE, FARM FIELD, 47 IN X 12FT | | | 0031 608-04395 5.000 TON | 10.00000 50.00| 80.00000 400.00| 32.50000 162.50 AGGREGATE FOR SHOULDER DRAINS | | | 0032 609-06257 166.000 SYS | 90.00000 14940.00| 52.00000 8632.00| 93.00000 15438.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0033 611-06497 2.000 EACH | 100.00000 200.00| 270.00000 540.00| 250.00000 500.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 61.000 SYS | 10.00000 610.00| 5.20000 317.20| 5.50000 335.50 GEOTEXTILES | | | 0035 616-05688 32.000 TON | 50.00000 1600.00| 41.00000 1312.00| 48.00000 1536.00 RIPRAP, CLASS 1 | | | 0036 621-01004 2.000 EACH | 150.00000 300.00| 475.00000 950.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 1000.000 SYS | 0.25000 250.00| 0.45000 450.00| 0.45000 450.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0038 621-02770 340.000 SYS | 2.00000 680.00| 4.25000 1445.00| 4.20000 1428.00 EROSION CONTROL BLANKET | | | 0039 621-06559 1000.000 SYS | 2.00000 2000.00| 1.90000 1900.00| 1.95000 1950.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -4 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |DUNCAN ROBERTSON INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 628-09401 10.000 MOS | 1050.00000 10500.00| 1700.00000 17000.00| 1800.00000 18000.00 FIELD OFFICE, A | | | 0041 701-09948 14.000 EACH | 100.00000 1400.00| 85.00000 1190.00| 75.00000 1050.00 PILE SHOE, HP 10 X 42 | | | 0042 701-51190 381.000 LFT | 50.00000 19050.00| 90.00000 34290.00| 48.75000 18573.75 PILE, STEEL H, HP 10 IN X 42 | | | 0043 702-51005 80.400 CYS | 750.00000 60300.00| 570.00000 45828.00| 675.00000 54270.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51863 100.000 EACH | 15.00000 1500.00| 18.00000 1800.00| 15.00000 1500.00 FIELD DRILLED HOLE IN CONCRETE | | | 0045 703-06028 3965.000 LBS | 1.00000 3965.00| 0.90000 3568.50| 0.85000 3370.25 REINFORCING BARS | | | 0046 703-06029 41750.000 LBS | 1.00000 41750.00| 0.95000 39662.50| 0.90000 37575.00 REINFORCING BARS, EPOXY COATED | | | 0047 703-97936 70.000 EACH | 16.00000 1120.00| 18.00000 1260.00| 17.00000 1190.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 162.900 CYS | 750.00000 122175.00| 615.00000 100183.50| 600.00000 97740.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-06344 177.230 LFT | 60.00000 10633.80| 59.00000 10456.57| 57.00000 10102.11 RAILING, TS-1 | | | 0050 706-06344 16.520 LFT | 72.00000 1189.44| 75.00000 1239.00| 68.00000 1123.36 RAILING, TS-1 , SHOP CURVED | | | 0051 709-51821 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| 1625.00000 1625.00 SURFACE SEAL | | | 0052 715-05169 38.000 LFT | 35.00000 1330.00| 39.00000 1482.00| 40.00000 1520.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0053 715-46005 2.000 EACH | 250.00000 500.00| 300.00000 600.00| 600.00000 1200.00 PIPE END SECTION, 15 IN | | | 0054 801-04308 5.000 EACH | 210.00000 1050.00| 430.00000 2150.00| 250.00000 1250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 11.000 EACH | 80.00000 880.00| 100.00000 1100.00| 83.75000 921.25 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 12.000 EACH | 115.00000 1380.00| 190.00000 2280.00| 120.00000 1440.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0058 801-07118 96.000 LFT | 13.00000 1248.00| 13.00000 1248.00| 13.50000 1296.00 BARRICADE, III-A | | | 0059 801-07119 72.000 LFT | 14.00000 1008.00| 15.00000 1080.00| 3.50000 252.00 BARRICADE, III-B | | | SECTION TOTALS | $ 497,576.49| $ 524,509.52| $ 524,836.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 497,576.49| $ 524,509.52| $ 524,836.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -5 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-1917625 |( 6 ) 35-1549010 |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |MCALISTER EXCAVATING CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE WIDENING | | | 0001 105-06845 LUMP | 5940.00000 5940.00| 6500.00000 6500.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 25000.00000 25000.00| 26000.00000 26000.00| 26500.00000 26500.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0009 202-51328 LUMP | 50000.00000 50000.00| 105575.94000 105575.94| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 270.000 CYS | 60.00000 16200.00| 30.00000 8100.00| 20.00000 5400.00 EXCAVATION, COMMON | | | 0011 203-02070 300.000 CYS | 14.00000 4200.00| 25.00000 7500.00| 30.00000 9000.00 BORROW | | | 0012 205-06936 5.000 TON | 38.00000 190.00| 145.00000 725.00| 25.00000 125.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 1370.000 LFT | 1.10000 1507.00| 1.65000 2260.50| 1.26000 1726.20 TEMPORARY SILT FENCE | | | 0014 206-51220 99.000 CYS | 250.00000 24750.00| 35.00000 3465.00| 300.00000 29700.00 EXCAVATION, WET | | | 0015 206-51230 75.000 CYS | 16.00000 1200.00| 35.00000 2625.00| 100.00000 7500.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-08267 1675.000 SYS | 7.00000 11725.00| 7.50000 12562.50| 7.25000 12143.75 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-09264 2.000 CYS | 21.00000 42.00| 26.00000 52.00| 50.00000 100.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0018 211-09267 60.000 CYS | 95.00000 5700.00| 150.00000 9000.00| 125.00000 7500.00 STRUCTURAL BACKFILL, TYPE 4 | | | 0019 301-07448 565.000 TON | 15.00000 8475.00| 15.00000 8475.00| 22.00000 12430.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 28.000 CYS | 61.00000 1708.00| 95.00000 2660.00| 40.00000 1120.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -6 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-1917625 |( 6 ) 35-1549010 |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |MCALISTER EXCAVATING CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 402-07432 140.000 TON | 90.00000 12600.00| 89.95000 12593.00| 95.00000 13300.00 HMA SURFACE, TYPE A | | | 0022 402-07435 230.000 TON | 74.00000 17020.00| 69.40000 15962.00| 83.00000 19090.00 HMA INTERMEDIATE, TYPE A | | | 0023 406-05521 1620.000 SYS | 0.10000 162.00| 0.12000 194.40| 0.40000 648.00 ASPHALT FOR TACK COAT | | | 0024 601-06037 4.000 EACH | 900.00000 3600.00| 950.00000 3800.00| 990.00000 3960.00 GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH | 900.00000 3600.00| 950.00000 3800.00| 990.00000 3960.00 GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-08182 6.250 LFT | 27.00000 168.75| 29.00000 181.25| 30.00000 187.50 GUARDRAIL, THRIE BEAM , 6'-3" SPACING | | | 0027 601-08182 65.630 LFT | 47.00000 3084.61| 50.00000 3281.50| 52.00000 3412.76 GUARDRAIL, THRIE BEAM , 6'-3" SPACING, | | | SHOP CURVED | | | 0028 601-99105 168.750 LFT | 18.00000 3037.50| 19.00000 3206.25| 20.00000 3375.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0029 603-06040 706.000 LFT | 8.00000 5648.00| 8.50000 6001.00| 9.20000 6495.20 FENCE, FARM FIELD, 47 IN | | | 0030 603-06052 4.000 EACH | 1200.00000 4800.00| 1250.00000 5000.00| 1400.00000 5600.00 FENCE GATE, FARM FIELD, 47 IN X 12FT | | | 0031 608-04395 5.000 TON | 60.00000 300.00| 125.00000 625.00| 50.00000 250.00 AGGREGATE FOR SHOULDER DRAINS | | | 0032 609-06257 166.000 SYS | 100.00000 16600.00| 115.00000 19090.00| 75.00000 12450.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0033 611-06497 2.000 EACH | 250.00000 500.00| 265.00000 530.00| 280.00000 560.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 61.000 SYS | 3.00000 183.00| 2.50000 152.50| 2.50000 152.50 GEOTEXTILES | | | 0035 616-05688 32.000 TON | 34.00000 1088.00| 45.00000 1440.00| 65.00000 2080.00 RIPRAP, CLASS 1 | | | 0036 621-01004 2.000 EACH | 425.00000 850.00| 775.00000 1550.00| 485.00000 970.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 1000.000 SYS | 0.40000 400.00| 0.80000 800.00| 0.07000 70.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0038 621-02770 340.000 SYS | 3.75000 1275.00| 1.60000 544.00| 4.00000 1360.00 EROSION CONTROL BLANKET | | | 0039 621-06559 1000.000 SYS | 1.75000 1750.00| 1.50000 1500.00| 2.01000 2010.00 MULCHED SEEDING, R | | | 0040 628-09401 10.000 MOS | 2000.00000 20000.00| 1200.00000 12000.00| 1800.00000 18000.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -7 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-1917625 |( 6 ) 35-1549010 |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |MCALISTER EXCAVATING CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 701-09948 14.000 EACH | 75.00000 1050.00| 68.00000 952.00| 100.00000 1400.00 PILE SHOE, HP 10 X 42 | | | 0042 701-51190 381.000 LFT | 45.00000 17145.00| 55.00000 20955.00| 60.00000 22860.00 PILE, STEEL H, HP 10 IN X 42 | | | 0043 702-51005 80.400 CYS | 800.00000 64320.00| 750.00000 60300.00| 650.00000 52260.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51863 100.000 EACH | 12.00000 1200.00| 10.00000 1000.00| 50.00000 5000.00 FIELD DRILLED HOLE IN CONCRETE | | | 0045 703-06028 3965.000 LBS | 1.04000 4123.60| 0.85000 3370.25| 1.10000 4361.50 REINFORCING BARS | | | 0046 703-06029 41750.000 LBS | 1.04000 43420.00| 0.90000 37575.00| 1.15000 48012.50 REINFORCING BARS, EPOXY COATED | | | 0047 703-97936 70.000 EACH | 24.00000 1680.00| 16.00000 1120.00| 100.00000 7000.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 162.900 CYS | 650.00000 105885.00| 550.00000 89595.00| 725.00000 118102.50 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-06344 177.230 LFT | 68.00000 12051.64| 65.00000 11519.95| 71.00000 12583.33 RAILING, TS-1 | | | 0050 706-06344 16.520 LFT | 68.00000 1123.36| 73.00000 1205.96| 78.00000 1288.56 RAILING, TS-1 , SHOP CURVED | | | 0051 709-51821 LUMP | 1500.00000 1500.00| 1550.00000 1550.00| 3500.00000 3500.00 SURFACE SEAL | | | 0052 715-05169 38.000 LFT | 40.00000 1520.00| 45.00000 1710.00| 30.00000 1140.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0053 715-46005 2.000 EACH | 450.00000 900.00| 375.00000 750.00| 250.00000 500.00 PIPE END SECTION, 15 IN | | | 0054 801-04308 5.000 EACH | 199.00000 995.00| 410.00000 2050.00| 220.00000 1100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 11.000 EACH | 72.00000 792.00| 82.00000 902.00| 85.00000 935.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 12.000 EACH | 105.00000 1260.00| 175.00000 2100.00| 117.00000 1404.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP | 637.54000 637.54| 654.00000 654.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | 0058 801-07118 96.000 LFT | 12.00000 1152.00| 12.50000 1200.00| 16.00000 1536.00 BARRICADE, III-A | | | 0059 801-07119 72.000 LFT | 13.00000 936.00| 14.50000 1044.00| 17.00000 1224.00 BARRICADE, III-B | | | SECTION TOTALS | $ 525,000.00| $ 537,310.00| $ 547,388.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 525,000.00| $ 537,310.00| $ 547,388.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -8 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 38-3806996 |( 9 ) 31-1323837 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE WIDENING | | | 0001 105-06845 LUMP | 8100.00000 8100.00| 6000.00000 6000.00| 8300.00000 8300.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 32241.75000 32241.75| 35000.00000 35000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 12896.70000 12896.70| 14000.00000 14000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0009 202-51328 LUMP | 47000.00000 47000.00| 50000.00000 50000.00| 57400.00000 57400.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 270.000 CYS | 35.00000 9450.00| 55.00000 14850.00| 21.00000 5670.00 EXCAVATION, COMMON | | | 0011 203-02070 300.000 CYS | 45.00000 13500.00| 22.00000 6600.00| 22.00000 6600.00 BORROW | | | 0012 205-06936 5.000 TON | 200.00000 1000.00| 62.00000 310.00| 38.00000 190.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 1370.000 LFT | 1.57000 2150.90| 1.10000 1507.00| 1.25000 1712.50 TEMPORARY SILT FENCE | | | 0014 206-51220 99.000 CYS | 235.00000 23265.00| 825.00000 81675.00| 29.00000 2871.00 EXCAVATION, WET | | | 0015 206-51230 75.000 CYS | 40.00000 3000.00| 550.00000 41250.00| 77.00000 5775.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-08267 1675.000 SYS | 16.00000 26800.00| 8.00000 13400.00| 9.50000 15912.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-09264 2.000 CYS | 40.00000 80.00| 150.00000 300.00| 22.00000 44.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0018 211-09267 60.000 CYS | 200.00000 12000.00| 105.00000 6300.00| 145.00000 8700.00 STRUCTURAL BACKFILL, TYPE 4 | | | 0019 301-07448 565.000 TON | 30.00000 16950.00| 26.50000 14972.50| 28.00000 15820.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 28.000 CYS | 130.00000 3640.00| 100.00000 2800.00| 89.00000 2492.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -9 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 38-3806996 |( 9 ) 31-1323837 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 402-07432 140.000 TON | 87.00000 12180.00| 91.00000 12740.00| 108.00000 15120.00 HMA SURFACE, TYPE A | | | 0022 402-07435 230.000 TON | 68.50000 15755.00| 70.50000 16215.00| 85.00000 19550.00 HMA INTERMEDIATE, TYPE A | | | 0023 406-05521 1620.000 SYS | 0.12000 194.40| 0.13000 210.60| 0.15000 243.00 ASPHALT FOR TACK COAT | | | 0024 601-06037 4.000 EACH | 900.00000 3600.00| 905.00000 3620.00| 1000.00000 4000.00 GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH | 900.00000 3600.00| 905.00000 3620.00| 1000.00000 4000.00 GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-08182 6.250 LFT | 27.00000 168.75| 28.00000 175.00| 30.00000 187.50 GUARDRAIL, THRIE BEAM , 6'-3" SPACING | | | 0027 601-08182 65.630 LFT | 47.00000 3084.61| 48.00000 3150.24| 52.00000 3412.76 GUARDRAIL, THRIE BEAM , 6'-3" SPACING, | | | SHOP CURVED | | | 0028 601-99105 168.750 LFT | 18.00000 3037.50| 18.25000 3079.69| 20.00000 3375.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0029 603-06040 706.000 LFT | 8.00000 5648.00| 8.15000 5753.90| 9.00000 6354.00 FENCE, FARM FIELD, 47 IN | | | 0030 603-06052 4.000 EACH | 1200.00000 4800.00| 1205.00000 4820.00| 1300.00000 5200.00 FENCE GATE, FARM FIELD, 47 IN X 12FT | | | 0031 608-04395 5.000 TON | 90.00000 450.00| 80.00000 400.00| 130.00000 650.00 AGGREGATE FOR SHOULDER DRAINS | | | 0032 609-06257 166.000 SYS | 120.00000 19920.00| 120.00000 19920.00| 95.00000 15770.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0033 611-06497 2.000 EACH | 250.00000 500.00| 255.00000 510.00| 70.00000 140.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 61.000 SYS | 4.00000 244.00| 4.00000 244.00| 1.50000 91.50 GEOTEXTILES | | | 0035 616-05688 32.000 TON | 45.00000 1440.00| 47.50000 1520.00| 39.00000 1248.00 RIPRAP, CLASS 1 | | | 0036 621-01004 2.000 EACH | 755.00000 1510.00| 435.00000 870.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 1000.000 SYS | 0.74000 740.00| 0.41000 410.00| 0.45000 450.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0038 621-02770 340.000 SYS | 1.55000 527.00| 3.80000 1292.00| 4.25000 1445.00 EROSION CONTROL BLANKET | | | 0039 621-06559 1000.000 SYS | 1.45000 1450.00| 1.80000 1800.00| 2.00000 2000.00 MULCHED SEEDING, R | | | 0040 628-09401 10.000 MOS | 3500.00000 35000.00| 1800.00000 18000.00| 1900.00000 19000.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 480 -10 TABULATION OF BIDS CALL ORDER : 480 CONTRACT ID : B -29759-A COUNTIES : FAYETTE LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 38-3806996 |( 9 ) 31-1323837 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 701-09948 14.000 EACH | 180.00000 2520.00| 85.00000 1190.00| 68.00000 952.00 PILE SHOE, HP 10 X 42 | | | 0042 701-51190 381.000 LFT | 60.00000 22860.00| 95.00000 36195.00| 50.00000 19050.00 PILE, STEEL H, HP 10 IN X 42 | | | 0043 702-51005 80.400 CYS | 800.00000 64320.00| 800.00000 64320.00| 2660.00000 213864.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51863 100.000 EACH | 20.00000 2000.00| 11.00000 1100.00| 16.00000 1600.00 FIELD DRILLED HOLE IN CONCRETE | | | 0045 703-06028 3965.000 LBS | 1.00000 3965.00| 0.90000 3568.50| 0.85000 3370.25 REINFORCING BARS | | | 0046 703-06029 41750.000 LBS | 1.10000 45925.00| 0.95000 39662.50| 0.85000 35487.50 REINFORCING BARS, EPOXY COATED | | | 0047 703-97936 70.000 EACH | 50.00000 3500.00| 14.00000 980.00| 12.50000 875.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0048 704-51002 162.900 CYS | 915.00000 149053.50| 900.00000 146610.00| 1400.00000 228060.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-06344 177.230 LFT | 57.00000 10102.11| 58.00000 10279.34| 74.00000 13115.02 RAILING, TS-1 | | | 0050 706-06344 16.520 LFT | 68.00000 1123.36| 69.00000 1139.88| 74.00000 1222.48 RAILING, TS-1 , SHOP CURVED | | | 0051 709-51821 LUMP | 1500.00000 1500.00| 1525.00000 1525.00| 1600.00000 1600.00 SURFACE SEAL | | | 0052 715-05169 38.000 LFT | 70.00000 2660.00| 65.00000 2470.00| 13.50000 513.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0053 715-46005 2.000 EACH | 1000.00000 2000.00| 725.00000 1450.00| 200.00000 400.00 PIPE END SECTION, 15 IN | | | 0054 801-04308 5.000 EACH | 199.00000 995.00| 200.00000 1000.00| 218.00000 1090.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 11.000 EACH | 72.00000 792.00| 73.00000 803.00| 78.00000 858.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 12.000 EACH | 105.00000 1260.00| 107.00000 1284.00| 115.00000 1380.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP | 2242.46000 2242.46| 750.00000 750.00| 1100.00000 1100.00 MAINTAINING TRAFFIC | | | 0058 801-07118 96.000 LFT | 12.00000 1152.00| 12.10000 1161.60| 13.00000 1248.00 BARRICADE, III-A | | | 0059 801-07119 72.000 LFT | 13.00000 936.00| 13.10000 943.20| 14.00000 1008.00 BARRICADE, III-B | | | SECTION TOTALS | $ 644,835.04| $ 703,751.95| $ 836,422.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 644,835.04| $ 703,751.95| $ 836,422.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 490 -1 VENDOR RANKING CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BRIDGE PAINTING COMPLETION DATE : 10/15/11 LOCATION : AT VARIOUS BRIDGE LOCATIONS WITHIN THE FORT WAYNE DISTRICT PROJECT(S) : 0800139 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1602596 ICARUS INDUSTRIAL PAINTING $ 472,943.35 100.0000% 2 35-1778430 N I SPANOS PAINTING INC $ 547,768.00 115.8211% 3 35-2019240 CENTRAL PAINTING INC $ 605,654.64 128.0607% 4 20-1396310 SEI COATINGS LLC $ 655,289.50 138.5556% 5 35-1645115 THREE STAR PAINTING INC $ 748,245.00 158.2103% 6 35-1841931 VENUS PAINTING COMPANY $ 797,374.77 168.5984% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 490 -2 TABULATION OF BIDS CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1602596 |( 2 ) 35-1778430 |( 3 ) 35-2019240 |ICARUS INDUSTRIAL PAINTING |N I SPANOS PAINTING INC |CENTRAL PAINTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-08520 1.000 EACH | 250.00000 250.00| 100.00000 100.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 6.000 MOS | 100.00000 600.00| 50.00000 300.00| 100.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 18750.00000 18750.00| 21500.00000 21500.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 619-09423 26813.000 SFT | 8.75000 234613.75| 8.50000 227910.50| 8.80000 235954.40 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 1 | | | 0010 619-09423 4576.000 SFT | 8.75000 40040.00| 8.50000 38896.00| 7.60000 34777.60 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 2 | | | 0011 619-09423 4547.000 SFT | 8.75000 39786.25| 8.50000 38649.50| 7.60000 34557.20 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 3 | | | 0012 619-09423 3843.000 SFT | 8.70000 33434.10| 8.50000 32665.50| 9.10000 34971.30 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 4 | | | 0013 619-09423 3843.000 SFT | 8.75000 33626.25| 8.50000 32665.50| 9.10000 34971.30 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 5 | | | 0014 619-09434 26183.000 SFT | 1.00000 26183.00| 3.00000 78549.00| 3.82000 100019.06 PAINT STEEL BRIDGE, TYPE 1 , STR NO 1 | | | 0015 619-09434 4576.000 SFT | 1.00000 4576.00| 3.00000 13728.00| 5.46000 24984.96 PAINT STEEL BRIDGE, TYPE 1 , STR NO 2 | | | 0016 619-09434 4547.000 SFT | 1.00000 4547.00| 3.00000 13641.00| 5.46000 24826.62 PAINT STEEL BRIDGE, TYPE 1 , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 490 -3 TABULATION OF BIDS CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1602596 |( 2 ) 35-1778430 |( 3 ) 35-2019240 |ICARUS INDUSTRIAL PAINTING |N I SPANOS PAINTING INC |CENTRAL PAINTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 619-09434 3843.000 SFT | 1.00000 3843.00| 3.00000 11529.00| 5.20000 19983.60 PAINT STEEL BRIDGE, TYPE 1 , STR NO 4 | | | 0018 619-09434 3843.000 SFT | 1.00000 3843.00| 3.00000 11529.00| 5.20000 19983.60 PAINT STEEL BRIDGE, TYPE 1 , STR NO 5 | | | 0019 628-09408 6.000 MOS | 500.00000 3000.00| 150.00000 900.00| 100.00000 600.00 MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | | 0020 628-09409 6.000 MOS | 100.00000 600.00| 50.00000 300.00| 100.00000 600.00 MOBILE INTERNET SERVICE , ONE EACH | | | 0021 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 1000.00000 1000.00 SURFACE SEAL , STR NO 1 | | | 0022 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 500.00000 500.00 SURFACE SEAL , STR NO 2 | | | 0023 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 500.00000 500.00 SURFACE SEAL , STR NO 3 | | | 0024 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 500.00000 500.00 SURFACE SEAL , STR NO 4 | | | 0025 709-51821 LUMP | 100.00000 100.00| 3000.00000 3000.00| 500.00000 500.00 SURFACE SEAL , STR NO 5 | | | 0026 801-01093 2.000 EACH | 455.00000 910.00| 300.00000 600.00| 1000.00000 2000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-03290 14.000 EACH | 169.00000 2366.00| 50.00000 700.00| 10.00000 140.00 CONSTRUCTION SIGN, C | | | 0028 801-06640 48.000 EACH | 135.00000 6480.00| 30.00000 1440.00| 10.00000 480.00 CONSTRUCTION SIGN, A | | | 0029 801-06710 360.000 DAY | 9.75000 3510.00| 1.00000 360.00| 10.00000 3600.00 FLASHING ARROW SIGN | | | 0030 801-06775 LUMP | 455.00000 455.00| 3000.00000 3000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0031 801-09133 2.000 EACH | 4500.00000 9000.00| 1000.00000 2000.00| 3000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0032 801-92448 900.000 DAY | 2.25000 2025.00| 2.00000 1800.00| 0.50000 450.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 472,943.35| $ 547,768.00| $ 605,654.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 472,943.35| $ 547,768.00| $ 605,654.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 490 -4 TABULATION OF BIDS CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 20-1396310 |( 5 ) 35-1645115 |( 6 ) 35-1841931 |SEI COATINGS LLC |THREE STAR PAINTING INC |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-08520 1.000 EACH | 200.00000 200.00| 60.00000 60.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 6.000 MOS | 100.00000 600.00| 60.00000 360.00| 50.00000 300.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 32750.00000 32750.00| 34080.00000 34080.00| 39432.80000 39432.80 MOBILIZATION AND DEMOBILIZATION | | | 0009 619-09423 26813.000 SFT | 7.50000 201097.50| 12.00000 321756.00| 15.15000 406216.95 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 1 | | | 0010 619-09423 4576.000 SFT | 12.25000 56056.00| 16.00000 73216.00| 15.39000 70424.64 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 2 | | | 0011 619-09423 4547.000 SFT | 12.25000 55700.75| 16.10000 73206.70| 15.49000 70433.03 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 3 | | | 0012 619-09423 3843.000 SFT | 12.25000 47076.75| 19.00000 73017.00| 15.27000 58682.61 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 4 | | | 0013 619-09423 3843.000 SFT | 12.25000 47076.75| 19.00000 73017.00| 17.82000 68482.26 CLEAN STEEL BRIDGE, TYPE 1, QP-2 , STR | | | NO 5 | | | 0014 619-09434 26183.000 SFT | 2.75000 72003.25| 1.50000 39274.50| 1.68000 43987.44 PAINT STEEL BRIDGE, TYPE 1 , STR NO 1 | | | 0015 619-09434 4576.000 SFT | 6.50000 29744.00| 2.70000 12355.20| 1.71000 7824.96 PAINT STEEL BRIDGE, TYPE 1 , STR NO 2 | | | 0016 619-09434 4547.000 SFT | 6.50000 29555.50| 2.70000 12276.90| 1.72000 7820.84 PAINT STEEL BRIDGE, TYPE 1 , STR NO 3 | | | 0017 619-09434 3843.000 SFT | 6.50000 24979.50| 2.70000 10376.10| 1.70000 6533.10 PAINT STEEL BRIDGE, TYPE 1 , STR NO 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 490 -5 TABULATION OF BIDS CALL ORDER : 490 CONTRACT ID : B -30749-A COUNTIES : VARIOUS LETTING DATE : 12/08/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 20-1396310 |( 5 ) 35-1645115 |( 6 ) 35-1841931 |SEI COATINGS LLC |THREE STAR PAINTING INC |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 619-09434 3843.000 SFT | 6.50000 24979.50| 2.80000 10760.40| 1.98000 7609.14 PAINT STEEL BRIDGE, TYPE 1 , STR NO 5 | | | 0019 628-09408 6.000 MOS | 100.00000 600.00| 215.00000 1290.00| 20.00000 120.00 MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | | 0020 628-09409 6.000 MOS | 80.00000 480.00| 60.00000 360.00| 20.00000 120.00 MOBILE INTERNET SERVICE , ONE EACH | | | 0021 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 SURFACE SEAL , STR NO 1 | | | 0022 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 SURFACE SEAL , STR NO 2 | | | 0023 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 SURFACE SEAL , STR NO 3 | | | 0024 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 SURFACE SEAL , STR NO 4 | | | 0025 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 1500.00000 1500.00 SURFACE SEAL , STR NO 5 | | | 0026 801-01093 2.000 EACH | 450.00000 900.00| 125.00000 250.00| 40.00000 80.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-03290 14.000 EACH | 260.00000 3640.00| 71.50000 1001.00| 1.00000 14.00 CONSTRUCTION SIGN, C | | | 0028 801-06640 48.000 EACH | 165.00000 7920.00| 20.90000 1003.20| 1.00000 48.00 CONSTRUCTION SIGN, A | | | 0029 801-06710 360.000 DAY | 20.00000 7200.00| 3.00000 1080.00| 1.00000 360.00 FLASHING ARROW SIGN | | | 0030 801-06775 LUMP | 6500.00000 6500.00| 1000.00000 1000.00| 300.00000 300.00 MAINTAINING TRAFFIC | | | 0031 801-09133 2.000 EACH | 850.00000 1700.00| 2550.00000 5100.00| 40.00000 80.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0032 801-92448 900.000 DAY | 2.25000 2025.00| 1.00000 900.00| 1.00000 900.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 655,289.50| $ 748,245.00| $ 797,374.77 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 655,289.50| $ 748,245.00| $ 797,374.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -1 VENDOR RANKING CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 11/18/11 LOCATION : ON CR 365E OVER LITTLE FLAT ROCK RIVER PROJECT(S) : 0500918 0600227 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO INC $ 661,959.41 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO INC $ 722,540.71 109.1518% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 762,316.64 115.1606% 4 35-1917625 MILESTONE CONTRACTORS LP $ 773,553.12 116.8581% 5 35-1128289 BEATY CONSTRUCTION INC $ 800,677.23 120.9556% 6 35-1310611 DUNCAN ROBERTSON INC $ 816,492.01 123.3447% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 990,853.44 149.6849% 8 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,025,864.00 154.9739% 9 38-3806996 HIS CONSTRUCTORS INC $ 1,086,242.00 164.0950% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -2 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1357381 |MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 7000.00000 7000.00| 18500.00000 18500.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 125.00000 125.00| 175.00000 175.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 70.00000 840.00| 125.00000 1500.00| 200.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09645 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 5400.00000 5400.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08442 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 32500.00000 32500.00| 36000.00000 36000.00| 38750.00000 38750.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0014 202-51330 LUMP | 5000.00000 5000.00| 16463.67000 16463.67| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE , DES 0500918 | | | 0015 202-51330 LUMP | 8000.00000 8000.00| 10369.72000 10369.72| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE , DES 0600227 | | | 0016 203-02000 7830.000 CYS | 9.00000 70470.00| 7.05400 55232.82| 12.00000 93960.00 EXCAVATION, COMMON | | | 0017 203-02070 835.000 CYS | 13.00000 10855.00| 14.79800 12356.33| 13.00000 10855.00 BORROW | | | 0018 205-03371 40.000 CYS | 11.00000 440.00| 58.25600 2330.24| 23.00000 920.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -3 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1357381 |MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 31.000 TON | 40.00000 1240.00| 40.17200 1245.33| 48.00000 1488.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06932 278.000 LFT | 9.00000 2502.00| 9.10000 2529.80| 9.00000 2502.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06936 10.000 TON | 20.00000 200.00| 52.47700 524.77| 100.00000 1000.00 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 440.000 LFT | 2.20000 968.00| 2.70000 1188.00| 2.20000 968.00 TEMPORARY SILT FENCE | | | 0023 205-06938 204.000 LFT | 10.00000 2040.00| 7.44300 1518.37| 46.00000 9384.00 TEMPORARY SLOPE DRAIN | | | 0024 205-09543 100.000 TON | 14.00000 1400.00| 24.82000 2482.00| 16.00000 1600.00 NO 2 STONE | | | 0025 206-51230 85.000 CYS | 22.00000 1870.00| 18.26200 1552.27| 28.00000 2380.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 207-08266 6920.000 SYS | 2.00000 13840.00| 2.65800 18393.36| 3.20000 22144.00 SUBGRADE TREATMENT, TYPE III | | | 0027 207-08267 360.000 SYS | 8.00000 2880.00| 10.07500 3627.00| 8.50000 3060.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-06467 38.000 CYS | 40.00000 1520.00| 58.82800 2235.46| 47.00000 1786.00 AGGREGATE FOR END BENT BACKFILL | | | 0029 211-09264 29.000 CYS | 30.00000 870.00| 84.95000 2463.55| 48.00000 1392.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0030 301-07448 2050.000 TON | 16.00000 32800.00| 15.68800 32160.40| 16.50000 33825.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 50.000 CYS | 31.00000 1550.00| 62.49100 3124.55| 47.00000 2350.00 DENSE GRADED SUBBASE | | | 0032 402-07432 470.000 TON | 77.00000 36190.00| 60.00000 28200.00| 70.00000 32900.00 HMA SURFACE, TYPE A | | | 0033 402-07435 795.000 TON | 66.00000 52470.00| 56.50000 44917.50| 65.00000 51675.00 HMA INTERMEDIATE, TYPE A | | | 0034 406-05521 5685.000 SYS | 0.22000 1250.70| 0.08000 454.80| 0.15000 852.75 ASPHALT FOR TACK COAT | | | 0035 601-01625 2.000 EACH | 1500.00000 3000.00| 1365.00000 2730.00| 1450.00000 2900.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0036 601-01839 1.000 EACH | 1945.00000 1945.00| 1770.00000 1770.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0037 601-06037 7.000 EACH | 951.00000 6657.00| 865.00000 6055.00| 925.00000 6475.00 GUARDRAIL END TREATMENT, I | | | 0038 601-06374 8.000 EACH | 880.00000 7040.00| 800.00000 6400.00| 900.00000 7200.00 GUARDRAIL TRANSITION, TGS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -4 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1357381 |MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-99105 1607.000 LFT | 17.50000 28122.50| 16.00000 25712.00| 17.00000 27319.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0040 605-06120 30.000 LFT | 20.00000 600.00| 35.00000 1050.00| 22.00000 660.00 CURB, CONCRETE | | | 0041 608-04395 10.000 TON | 40.00000 400.00| 67.76500 677.65| 38.00000 380.00 AGGREGATE FOR SHOULDER DRAINS | | | 0042 609-06257 294.000 SYS | 60.00000 17640.00| 70.25100 20653.79| 49.00000 14406.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0043 610-07486 99.000 TON | 88.00000 8712.00| 90.00000 8910.00| 80.00000 7920.00 HMA FOR APPROACHES, TYPE A | | | 0044 611-06497 2.000 EACH | 192.50000 385.00| 175.00000 350.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06505 2.000 EACH | 836.00000 1672.00| 760.00000 1520.00| 800.00000 1600.00 MONUMENT, B | | | 0046 616-02320 1620.000 SYS | 2.00000 3240.00| 1.77000 2867.40| 4.30000 6966.00 GEOTEXTILES | | | 0047 616-06405 1031.000 TON | 22.00000 22682.00| 24.52100 25281.15| 27.00000 27837.00 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH | 577.00000 1154.00| 650.00000 1300.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 1.800 TON | 660.00000 1188.00| 510.00000 918.00| 630.00000 1134.00 FERTILIZER | | | 0050 621-06553 615.000 LBS | 2.75000 1691.25| 6.30000 3874.50| 2.70000 1660.50 SEED MIXTURE, R | | | 0051 621-06557 540.000 LBS | 0.11000 59.40| 5.33000 2878.20| 0.15000 81.00 SEED MIXTURE, T | | | 0052 621-06565 14.400 TON | 357.00000 5140.80| 230.00000 3312.00| 340.00000 4896.00 MULCHING MATERIAL | | | 0053 621-06567 4.600 kGAL | 0.01000 0.05| 1.00000 4.60| 0.02000 0.09 WATER | | | 0054 621-06574 650.000 SYS | 4.75000 3087.50| 2.99000 1943.50| 3.50000 2275.00 SODDING | | | 0055 621-06575 625.000 SYS | 4.75000 2968.75| 2.99000 1868.75| 3.50000 2187.50 SODDING, NURSERY | | | 0056 622-52436 12.000 EACH | 30.00000 360.00| 49.00000 588.00| 39.00000 468.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 94.000 EACH | 6.89000 647.66| 9.65000 907.10| 7.50000 705.00 SEEDLING | | | 0058 628-09401 24.000 MOS | 300.00000 7200.00| 1443.67300 34648.15| 1600.00000 38400.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -5 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1385672 |( 3 ) 35-1357381 |MCALISTER EXCAVATING CO INC |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 701-09682 16.000 EACH | 100.00000 1600.00| 117.23900 1875.82| 105.00000 1680.00 PILE SHOE, HP 12 X 63 | | | 0060 701-51195 760.000 LFT | 45.00000 34200.00| 41.26800 31363.68| 72.00000 54720.00 PILE, STEEL H, HP 12 IN X 53 | | | 0061 703-06029 37976.000 LBS | 0.80000 30380.80| 1.07200 40710.27| 0.95000 36077.20 REINFORCING BARS, EPOXY COATED | | | 0062 704-51002 136.600 CYS | 500.00000 68300.00| 608.15900 83074.52| 600.00000 81960.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-06344 250.000 LFT | 55.00000 13750.00| 51.00000 12750.00| 54.00000 13500.00 RAILING, TS-1 | | | 0064 707-07776 1332.000 LFT | 46.50000 61938.00| 47.29500 62996.94| 1.00000 1332.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 21" X 36" | | | 0065 709-51821 LUMP | 2000.00000 2000.00| 1900.22000 1900.22| 3200.00000 3200.00 SURFACE SEAL | | | 0066 715-05121 58.000 LFT | 23.00000 1334.00| 34.23400 1985.57| 43.00000 2494.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0067 715-05171 106.000 LFT | 23.00000 2438.00| 31.99500 3391.47| 36.00000 3816.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0068 715-05407 168.000 LFT | 12.00000 2016.00| 7.78200 1307.38| 9.70000 1629.60 PIPE, END BENT DRAIN, 6 IN | | | 0069 715-46010 7.000 EACH | 250.00000 1750.00| 326.64700 2286.53| 275.00000 1925.00 PIPE END SECTION, 18 IN | | | 0070 720-45030 1.000 EACH | 950.00000 950.00| 1803.58000 1803.58| 1100.00000 1100.00 INLET, E7 | | | 0071 801-04308 6.000 EACH | 240.00000 1440.00| 220.00000 1320.00| 425.00000 2550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06625 1.000 EACH | 150.00000 150.00| 125.00000 125.00| 180.00000 180.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-07118 96.000 LFT | 14.00000 1344.00| 12.00000 1152.00| 13.00000 1248.00 BARRICADE, III-A | | | 0074 801-07119 48.000 LFT | 14.00000 672.00| 12.00000 576.00| 13.00000 624.00 BARRICADE, III-B | | | 0075 802-09838 6.000 SFT | 25.00000 150.00| 23.00000 138.00| 26.00000 156.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0076 802-76055 14.000 LFT | 9.00000 126.00| 8.00000 112.00| 9.00000 126.00 SIGN POST, A | | | 0077 808-06726 20.000 LFT | 25.00000 500.00| 20.00000 400.00| 14.00000 280.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | SECTION TOTALS | $ 661,959.41| $ 722,540.71| $ 762,316.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 661,959.41| $ 722,540.71| $ 762,316.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -6 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1310611 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 12275.00000 12275.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 350.00000 350.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 75.00000 900.00| 90.00000 1080.00| 75.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09645 LUMP | 21400.00000 21400.00| 3600.00000 3600.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08442 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 39500.00000 39500.00| 40250.00000 40250.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 39500.00000 39500.00| 40250.00000 40250.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0014 202-51330 LUMP | 35000.00000 35000.00| 42811.34000 42811.34| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE , DES 0500918 | | | 0015 202-51330 LUMP | 30000.00000 30000.00| 42811.34000 42811.34| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE , DES 0600227 | | | 0016 203-02000 7830.000 CYS | 7.00000 54810.00| 7.00000 54810.00| 8.00000 62640.00 EXCAVATION, COMMON | | | 0017 203-02070 835.000 CYS | 6.00000 5010.00| 13.00000 10855.00| 12.50000 10437.50 BORROW | | | 0018 205-03371 40.000 CYS | 20.00000 800.00| 16.00000 640.00| 10.00000 400.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -7 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1310611 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 31.000 TON | 28.00000 868.00| 60.00000 1860.00| 30.00000 930.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06932 278.000 LFT | 9.00000 2502.00| 8.65000 2404.70| 1.00000 278.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06936 10.000 TON | 30.00000 300.00| 90.00000 900.00| 30.00000 300.00 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 440.000 LFT | 2.70000 1188.00| 2.20000 968.00| 3.00000 1320.00 TEMPORARY SILT FENCE | | | 0023 205-06938 204.000 LFT | 8.00000 1632.00| 30.00000 6120.00| 10.00000 2040.00 TEMPORARY SLOPE DRAIN | | | 0024 205-09543 100.000 TON | 20.00000 2000.00| 30.00000 3000.00| 20.00000 2000.00 NO 2 STONE | | | 0025 206-51230 85.000 CYS | 10.00000 850.00| 15.00000 1275.00| 20.00000 1700.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 207-08266 6920.000 SYS | 5.00000 34600.00| 0.85000 5882.00| 3.00000 20760.00 SUBGRADE TREATMENT, TYPE III | | | 0027 207-08267 360.000 SYS | 8.00000 2880.00| 9.50000 3420.00| 5.00000 1800.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-06467 38.000 CYS | 90.00000 3420.00| 60.00000 2280.00| 40.00000 1520.00 AGGREGATE FOR END BENT BACKFILL | | | 0029 211-09264 29.000 CYS | 40.00000 1160.00| 30.00000 870.00| 40.00000 1160.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0030 301-07448 2050.000 TON | 14.00000 28700.00| 18.00000 36900.00| 20.00000 41000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 50.000 CYS | 70.00000 3500.00| 60.00000 3000.00| 40.00000 2000.00 DENSE GRADED SUBBASE | | | 0032 402-07432 470.000 TON | 60.00000 28200.00| 62.00000 29140.00| 75.00000 35250.00 HMA SURFACE, TYPE A | | | 0033 402-07435 795.000 TON | 56.50000 44917.50| 60.00000 47700.00| 65.00000 51675.00 HMA INTERMEDIATE, TYPE A | | | 0034 406-05521 5685.000 SYS | 0.08000 454.80| 0.09000 511.65| 0.22000 1250.70 ASPHALT FOR TACK COAT | | | 0035 601-01625 2.000 EACH | 1400.00000 2800.00| 1365.00000 2730.00| 1500.00000 3000.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0036 601-01839 1.000 EACH | 1800.00000 1800.00| 1770.00000 1770.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0037 601-06037 7.000 EACH | 870.00000 6090.00| 865.00000 6055.00| 925.00000 6475.00 GUARDRAIL END TREATMENT, I | | | 0038 601-06374 8.000 EACH | 810.00000 6480.00| 800.00000 6400.00| 875.00000 7000.00 GUARDRAIL TRANSITION, TGS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -8 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1310611 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-99105 1607.000 LFT | 16.00000 25712.00| 16.00000 25712.00| 17.00000 27319.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0040 605-06120 30.000 LFT | 30.00000 900.00| 30.00000 900.00| 15.00000 450.00 CURB, CONCRETE | | | 0041 608-04395 10.000 TON | 30.00000 300.00| 30.00000 300.00| 10.00000 100.00 AGGREGATE FOR SHOULDER DRAINS | | | 0042 609-06257 294.000 SYS | 70.00000 20580.00| 80.00000 23520.00| 90.00000 26460.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0043 610-07486 99.000 TON | 90.00000 8910.00| 95.00000 9405.00| 85.00000 8415.00 HMA FOR APPROACHES, TYPE A | | | 0044 611-06497 2.000 EACH | 180.00000 360.00| 175.00000 350.00| 100.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06505 2.000 EACH | 770.00000 1540.00| 760.00000 1520.00| 500.00000 1000.00 MONUMENT, B | | | 0046 616-02320 1620.000 SYS | 2.00000 3240.00| 2.40000 3888.00| 3.50000 5670.00 GEOTEXTILES | | | 0047 616-06405 1031.000 TON | 28.00000 28868.00| 30.00000 30930.00| 25.00000 25775.00 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH | 600.00000 1200.00| 550.00000 1100.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 1.800 TON | 510.00000 918.00| 650.00000 1170.00| 550.00000 990.00 FERTILIZER | | | 0050 621-06553 615.000 LBS | 6.50000 3997.50| 2.70000 1660.50| 7.00000 4305.00 SEED MIXTURE, R | | | 0051 621-06557 540.000 LBS | 5.50000 2970.00| 0.10000 54.00| 6.00000 3240.00 SEED MIXTURE, T | | | 0052 621-06565 14.400 TON | 230.00000 3312.00| 350.00000 5040.00| 250.00000 3600.00 MULCHING MATERIAL | | | 0053 621-06567 4.600 kGAL | 1.00000 4.60| 0.01000 0.05| 1.10000 5.06 WATER | | | 0054 621-06574 650.000 SYS | 3.00000 1950.00| 4.65000 3022.50| 3.25000 2112.50 SODDING | | | 0055 621-06575 625.000 SYS | 3.00000 1875.00| 4.65000 2906.25| 3.25000 2031.25 SODDING, NURSERY | | | 0056 622-52436 12.000 EACH | 50.00000 600.00| 38.00000 456.00| 55.00000 660.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 94.000 EACH | 10.00000 940.00| 7.75000 728.50| 10.00000 940.00 SEEDLING | | | 0058 628-09401 24.000 MOS | 992.00000 23808.00| 1500.00000 36000.00| 500.00000 12000.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -9 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1310611 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 701-09682 16.000 EACH | 50.00000 800.00| 105.00000 1680.00| 125.00000 2000.00 PILE SHOE, HP 12 X 63 | | | 0060 701-51195 760.000 LFT | 42.00000 31920.00| 41.50000 31540.00| 40.00000 30400.00 PILE, STEEL H, HP 12 IN X 53 | | | 0061 703-06029 37976.000 LBS | 0.97000 36836.72| 0.90000 34178.40| 1.00000 37976.00 REINFORCING BARS, EPOXY COATED | | | 0062 704-51002 136.600 CYS | 760.00000 103816.00| 650.00000 88790.00| 1200.00000 163920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-06344 250.000 LFT | 52.00000 13000.00| 45.00000 11250.00| 55.00000 13750.00 RAILING, TS-1 | | | 0064 707-07776 1332.000 LFT | 20.00000 26640.00| 40.00000 53280.00| 10.00000 13320.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 21" X 36" | | | 0065 709-51821 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0066 715-05121 58.000 LFT | 23.00000 1334.00| 40.00000 2320.00| 35.00000 2030.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0067 715-05171 106.000 LFT | 23.00000 2438.00| 50.00000 5300.00| 35.00000 3710.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0068 715-05407 168.000 LFT | 14.00000 2352.00| 8.50000 1428.00| 10.00000 1680.00 PIPE, END BENT DRAIN, 6 IN | | | 0069 715-46010 7.000 EACH | 320.00000 2240.00| 275.00000 1925.00| 250.00000 1750.00 PIPE END SECTION, 18 IN | | | 0070 720-45030 1.000 EACH | 1400.00000 1400.00| 1200.00000 1200.00| 1750.00000 1750.00 INLET, E7 | | | 0071 801-04308 6.000 EACH | 400.00000 2400.00| 250.00000 1500.00| 240.00000 1440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06625 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 135.00000 135.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-07118 96.000 LFT | 13.00000 1248.00| 13.00000 1248.00| 13.00000 1248.00 BARRICADE, III-A | | | 0074 801-07119 48.000 LFT | 13.00000 624.00| 13.00000 624.00| 13.00000 624.00 BARRICADE, III-B | | | 0075 802-09838 6.000 SFT | 23.00000 138.00| 23.00000 138.00| 16.50000 99.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0076 802-76055 14.000 LFT | 8.00000 112.00| 8.00000 112.00| 11.00000 154.00 SIGN POST, A | | | 0077 808-06726 20.000 LFT | 12.50000 250.00| 21.25000 425.00| 22.00000 440.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | SECTION TOTALS | $ 773,553.12| $ 800,677.23| $ 816,492.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 773,553.12| $ 800,677.23| $ 816,492.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -10 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1151771 |( 9 ) 38-3806996 |AMERICAN CONTRACTING & SERVI |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 11300.00000 11300.00| 11600.00000 11600.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 300.00000 300.00| 150.00000 150.00| 560.00000 560.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 75.00000 900.00| 150.00000 1800.00| 400.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09645 LUMP | 2000.00000 2000.00| 1200.00000 1200.00| 7546.00000 7546.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08442 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 49542.67000 49542.67| 50000.00000 50000.00| 45291.82000 45291.82 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 49542.67000 49542.67| 24981.38000 24981.38| 30500.00000 30500.00 CLEARING RIGHT OF WAY | | | 0014 202-51330 LUMP | 55000.00000 55000.00| 18000.00000 18000.00| 17180.00000 17180.00 PRESENT STRUCTURE, REMOVE , DES 0500918 | | | 0015 202-51330 LUMP | 50000.00000 50000.00| 20000.00000 20000.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE , DES 0600227 | | | 0016 203-02000 7830.000 CYS | 10.00000 78300.00| 32.00000 250560.00| 19.00000 148770.00 EXCAVATION, COMMON | | | 0017 203-02070 835.000 CYS | 10.00000 8350.00| 15.00000 12525.00| 21.00000 17535.00 BORROW | | | 0018 205-03371 40.000 CYS | 28.00000 1120.00| 20.00000 800.00| 32.00000 1280.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -11 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1151771 |( 9 ) 38-3806996 |AMERICAN CONTRACTING & SERVI |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 31.000 TON | 65.00000 2015.00| 40.00000 1240.00| 36.00000 1116.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06932 278.000 LFT | 8.00000 2224.00| 8.00000 2224.00| 9.40000 2613.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06936 10.000 TON | 150.00000 1500.00| 34.00000 340.00| 70.00000 700.00 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 440.000 LFT | 2.00000 880.00| 2.00000 880.00| 2.75000 1210.00 TEMPORARY SILT FENCE | | | 0023 205-06938 204.000 LFT | 53.00000 10812.00| 15.00000 3060.00| 48.00000 9792.00 TEMPORARY SLOPE DRAIN | | | 0024 205-09543 100.000 TON | 31.00000 3100.00| 20.00000 2000.00| 20.00000 2000.00 NO 2 STONE | | | 0025 206-51230 85.000 CYS | 40.00000 3400.00| 28.00000 2380.00| 59.00000 5015.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 207-08266 6920.000 SYS | 6.00000 41520.00| 6.00000 41520.00| 4.50000 31140.00 SUBGRADE TREATMENT, TYPE III | | | 0027 207-08267 360.000 SYS | 14.00000 5040.00| 6.00000 2160.00| 14.50000 5220.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-06467 38.000 CYS | 96.00000 3648.00| 26.00000 988.00| 75.00000 2850.00 AGGREGATE FOR END BENT BACKFILL | | | 0029 211-09264 29.000 CYS | 30.00000 870.00| 18.00000 522.00| 16.08000 466.32 STRUCTURAL BACKFILL, TYPE 1 | | | 0030 301-07448 2050.000 TON | 26.00000 53300.00| 13.00000 26650.00| 21.00000 43050.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 50.000 CYS | 80.00000 4000.00| 37.00000 1850.00| 94.00000 4700.00 DENSE GRADED SUBBASE | | | 0032 402-07432 470.000 TON | 60.00000 28200.00| 76.00000 35720.00| 72.00000 33840.00 HMA SURFACE, TYPE A | | | 0033 402-07435 795.000 TON | 56.50000 44917.50| 65.00000 51675.00| 55.00000 43725.00 HMA INTERMEDIATE, TYPE A | | | 0034 406-05521 5685.000 SYS | 0.08000 454.80| 0.10000 568.50| 0.10000 568.50 ASPHALT FOR TACK COAT | | | 0035 601-01625 2.000 EACH | 1365.00000 2730.00| 1365.00000 2730.00| 1400.00000 2800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0036 601-01839 1.000 EACH | 1770.00000 1770.00| 1770.00000 1770.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0037 601-06037 7.000 EACH | 865.00000 6055.00| 865.00000 6055.00| 900.00000 6300.00 GUARDRAIL END TREATMENT, I | | | 0038 601-06374 8.000 EACH | 800.00000 6400.00| 800.00000 6400.00| 830.00000 6640.00 GUARDRAIL TRANSITION, TGS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -12 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1151771 |( 9 ) 38-3806996 |AMERICAN CONTRACTING & SERVI |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-99105 1607.000 LFT | 16.00000 25712.00| 16.00000 25712.00| 16.60000 26676.20 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0040 605-06120 30.000 LFT | 52.20000 1566.00| 15.00000 450.00| 102.00000 3060.00 CURB, CONCRETE | | | 0041 608-04395 10.000 TON | 45.52000 455.20| 43.00000 430.00| 72.00000 720.00 AGGREGATE FOR SHOULDER DRAINS | | | 0042 609-06257 294.000 SYS | 100.00000 29400.00| 95.00000 27930.00| 135.00000 39690.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0043 610-07486 99.000 TON | 90.00000 8910.00| 96.00000 9504.00| 101.00000 9999.00 HMA FOR APPROACHES, TYPE A | | | 0044 611-06497 2.000 EACH | 175.00000 350.00| 175.00000 350.00| 181.00000 362.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06505 2.000 EACH | 760.00000 1520.00| 760.00000 1520.00| 790.00000 1580.00 MONUMENT, B | | | 0046 616-02320 1620.000 SYS | 4.00000 6480.00| 3.00000 4860.00| 2.30000 3726.00 GEOTEXTILES | | | 0047 616-06405 1031.000 TON | 40.00000 41240.00| 28.00000 28868.00| 33.00000 34023.00 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 670.00000 1340.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 1.800 TON | 600.00000 1080.00| 600.00000 1080.00| 528.00000 950.40 FERTILIZER | | | 0050 621-06553 615.000 LBS | 2.50000 1537.50| 2.50000 1537.50| 6.50000 3997.50 SEED MIXTURE, R | | | 0051 621-06557 540.000 LBS | 0.10000 54.00| 0.10000 54.00| 5.50000 2970.00 SEED MIXTURE, T | | | 0052 621-06565 14.400 TON | 328.00000 4723.20| 328.00000 4723.20| 240.00000 3456.00 MULCHING MATERIAL | | | 0053 621-06567 4.600 kGAL | 0.01000 0.05| 0.01000 0.05| 1.10000 5.06 WATER | | | 0054 621-06574 650.000 SYS | 3.25000 2112.50| 3.25000 2112.50| 3.00000 1950.00 SODDING | | | 0055 621-06575 625.000 SYS | 3.25000 2031.25| 3.25000 2031.25| 3.00000 1875.00 SODDING, NURSERY | | | 0056 622-52436 12.000 EACH | 35.75000 429.00| 35.75000 429.00| 24.00000 288.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 94.000 EACH | 7.25000 681.50| 7.25000 681.50| 10.00000 940.00 SEEDLING | | | 0058 628-09401 24.000 MOS | 2000.00000 48000.00| 2000.00000 48000.00| 1790.00000 42960.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 500 -13 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : B -31851-A COUNTIES : RUSH LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1151771 |( 9 ) 38-3806996 |AMERICAN CONTRACTING & SERVI |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 701-09682 16.000 EACH | 150.00000 2400.00| 105.00000 1680.00| 126.00000 2016.00 PILE SHOE, HP 12 X 63 | | | 0060 701-51195 760.000 LFT | 50.00000 38000.00| 55.00000 41800.00| 78.00000 59280.00 PILE, STEEL H, HP 12 IN X 53 | | | 0061 703-06029 37976.000 LBS | 1.10000 41773.60| 1.12000 42533.12| 1.00000 37976.00 REINFORCING BARS, EPOXY COATED | | | 0062 704-51002 136.600 CYS | 830.00000 113378.00| 650.00000 88790.00| 1340.00000 183044.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-06344 250.000 LFT | 51.00000 12750.00| 59.00000 14750.00| 62.00000 15500.00 RAILING, TS-1 | | | 0064 707-07776 1332.000 LFT | 40.00000 53280.00| 55.00000 73260.00| 60.00000 79920.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 21" X 36" | | | 0065 709-51821 LUMP | 1900.00000 1900.00| 1900.00000 1900.00| 1960.00000 1960.00 SURFACE SEAL | | | 0066 715-05121 58.000 LFT | 60.00000 3480.00| 41.00000 2378.00| 78.00000 4524.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0067 715-05171 106.000 LFT | 63.00000 6678.00| 36.00000 3816.00| 32.00000 3392.00 PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0068 715-05407 168.000 LFT | 20.00000 3360.00| 15.00000 2520.00| 11.00000 1848.00 PIPE, END BENT DRAIN, 6 IN | | | 0069 715-46010 7.000 EACH | 400.00000 2800.00| 400.00000 2800.00| 350.00000 2450.00 PIPE END SECTION, 18 IN | | | 0070 720-45030 1.000 EACH | 2000.00000 2000.00| 1500.00000 1500.00| 1220.00000 1220.00 INLET, E7 | | | 0071 801-04308 6.000 EACH | 220.00000 1320.00| 195.00000 1170.00| 225.00000 1350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06625 1.000 EACH | 125.00000 125.00| 150.00000 150.00| 128.00000 128.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-07118 96.000 LFT | 12.00000 1152.00| 19.75000 1896.00| 12.40000 1190.40 BARRICADE, III-A | | | 0074 801-07119 48.000 LFT | 12.00000 576.00| 19.00000 912.00| 12.40000 595.20 BARRICADE, III-B | | | 0075 802-09838 6.000 SFT | 23.00000 138.00| 23.00000 138.00| 23.50000 141.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0076 802-76055 14.000 LFT | 8.00000 112.00| 8.00000 112.00| 8.10000 113.40 SIGN POST, A | | | 0077 808-06726 20.000 LFT | 20.00000 400.00| 19.00000 380.00| 20.50000 410.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | SECTION TOTALS | $ 990,853.44| $ 1,025,864.00| $ 1,086,242.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 990,853.44| $ 1,025,864.00| $ 1,086,242.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -1 VENDOR RANKING CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE REHABILITATION COMPLETION DATE : 10/17/11 LOCATION : ON INDIAN LAKE BLVD OVER INDIAN CREEK PROJECT(S) : 0810331 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 664,911.38 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 674,630.39 101.4617% 3 35-1310611 DUNCAN ROBERTSON INC $ 689,334.54 103.6731% 4 35-1381845 GEORGE R HARVEY & SON INC $ 689,547.43 103.7052% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 710,881.87 106.9138% 6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 714,073.14 107.3937% 7 38-3806996 HIS CONSTRUCTORS INC $ 850,700.00 127.9419% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -2 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1310611 |BEATY CONSTRUCTION INC |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REHABILITATION | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 3672.00000 3672.00| 5500.00000 5500.00 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 | 33200.00000 33200.00| 34800.00000 34800.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 13250.00000 13250.00| 18754.88000 18754.88| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 61000.00000 61000.00| 129791.53000 129791.53| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 389.000 CYS | 15.00000 5835.00| 48.18000 18742.02| 9.50000 3695.50 EXCAVATION, COMMON | | | 0010 203-02070 49.000 CYS | 5.00000 245.00| 0.01000 0.49| 25.00000 1225.00 BORROW | | | 0011 205-06937 483.000 LFT | 2.00000 966.00| 2.03000 980.49| 2.00000 966.00 TEMPORARY SILT FENCE | | | 0012 207-08263 382.000 SYS | 18.75000 7162.50| 23.86000 9114.52| 9.00000 3438.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 207-08267 180.000 SYS | 10.00000 1800.00| 12.90000 2322.00| 9.00000 1620.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-06467 26.000 CYS | 40.00000 1040.00| 74.13000 1927.38| 60.00000 1560.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 211-09264 29.000 CYS | 40.00000 1160.00| 38.50000 1116.50| 80.00000 2320.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0016 301-07448 150.000 TON | 40.00000 6000.00| 24.41000 3661.50| 22.00000 3300.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-07455 28.000 CYS | 40.00000 1120.00| 67.88000 1900.64| 50.00000 1400.00 DENSE GRADED SUBBASE | | | 0018 306-08043 370.000 SYS | 10.00000 3700.00| 14.33000 5302.10| 8.25000 3052.50 MILLING, TRANSITION | | | 0019 402-07432 110.000 TON | 130.00000 14300.00| 124.20000 13662.00| 83.50000 9185.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -3 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1310611 |BEATY CONSTRUCTION INC |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07435 44.000 TON | 130.00000 5720.00| 106.65000 4692.60| 115.00000 5060.00 HMA INTERMEDIATE, TYPE A | | | 0021 402-07440 70.000 TON | 100.00000 7000.00| 103.95000 7276.50| 85.00000 5950.00 HMA BASE, TYPE A | | | 0022 406-05521 1161.000 SYS | 0.35000 406.35| 0.16000 185.76| 0.14000 162.54 ASPHALT FOR TACK COAT | | | 0023 601-01522 3.000 EACH | 1750.00000 5250.00| 1981.80000 5945.40| 2018.00000 6054.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-07009 1.000 EACH | 8500.00000 8500.00| 9612.00000 9612.00| 9790.00000 9790.00 IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0025 601-94689 3.000 EACH | 2250.00000 6750.00| 2419.20000 7257.60| 2464.00000 7392.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 68.750 LFT | 17.50000 1203.13| 24.84000 1707.75| 25.00000 1718.75 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0027 605-52807 125.000 LFT | 35.00000 4375.00| 23.62000 2952.50| 21.00000 2625.00 CURB AND GUTTER, COMBINED , MODIFIED | | | 0028 609-06257 164.000 SYS | 105.00000 17220.00| 68.31000 11202.84| 90.00000 14760.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0029 610-07486 50.000 TON | 125.00000 6250.00| 103.14000 5157.00| 83.50000 4175.00 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH | 225.00000 225.00| 232.20000 232.20| 236.00000 236.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 616-02320 671.000 SYS | 2.50000 1677.50| 2.32000 1556.72| 2.50000 1677.50 GEOTEXTILES | | | 0032 616-06405 416.000 TON | 30.00000 12480.00| 23.18000 9642.88| 26.00000 10816.00 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH | 410.00000 820.00| 432.00000 864.00| 440.00000 880.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02770 167.000 SYS | 3.25000 542.75| 3.46000 577.82| 3.52000 587.84 EROSION CONTROL BLANKET | | | 0035 621-06545 0.100 TON | 1300.00000 130.00| 1375.92000 137.59| 1401.00000 140.10 FERTILIZER | | | 0036 621-06557 30.000 LBS | 12.50000 375.00| 12.91000 387.30| 13.00000 390.00 SEED MIXTURE, T | | | 0037 621-06560 266.000 SYS | 2.50000 665.00| 2.61000 694.26| 2.66000 707.56 MULCHED SEEDING, U | | | 0038 621-06565 1.000 TON | 495.00000 495.00| 527.04000 527.04| 537.00000 537.00 MULCHING MATERIAL | | | 0039 621-06567 2.000 kGAL | 1.00000 2.00| 1.08000 2.16| 1.10000 2.20 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -4 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1310611 |BEATY CONSTRUCTION INC |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06574 73.000 SYS | 6.25000 456.25| 5.36000 391.28| 16.00000 1168.00 SODDING | | | 0041 621-06575 493.000 SYS | 6.25000 3081.25| 5.36000 2642.48| 16.00000 7888.00 SODDING, NURSERY | | | 0042 628-09402 9.000 MOS | 2500.00000 22500.00| 2007.50000 18067.50| 1350.00000 12150.00 FIELD OFFICE, B | | | 0043 702-51005 43.400 CYS | 1200.00000 52080.00| 428.18000 18583.01| 1100.00000 47740.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51110 384.000 LBS | 6.50000 2496.00| 3.77000 1447.68| 5.00000 1920.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0045 702-51863 204.000 EACH | 25.00000 5100.00| 9.29000 1895.16| 6.00000 1224.00 FIELD DRILLED HOLE IN CONCRETE | | | 0046 702-92857 12.400 CYS | 900.00000 11160.00| 597.26000 7406.02| 1000.00000 12400.00 CONCRETE, C, SUBSTRUCTURE | | | 0047 702-95467 4.000 EACH | 900.00000 3600.00| 1073.00000 4292.00| 1100.00000 4400.00 ROADWAY DRAIN , MODIFIED | | | 0048 703-06028 6914.000 LBS | 0.85000 5876.90| 0.85000 5876.90| 0.95000 6568.30 REINFORCING BARS | | | 0049 703-06029 62915.000 LBS | 0.95000 59769.25| 0.89000 55994.35| 0.95000 59769.25 REINFORCING BARS, EPOXY COATED | | | 0050 704-51002 172.700 CYS | 605.00000 104483.50| 465.85000 80452.30| 670.00000 115709.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06349 269.000 LFT | 110.00000 29590.00| 130.16000 35013.04| 142.00000 38198.00 RAILING, TX , MODIFIED | | | 0052 706-06372 4.000 EACH | 3375.00000 13500.00| 2200.00000 8800.00| 1980.00000 7920.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0053 707-07776 528.000 LFT | 170.00000 89760.00| 176.16000 93012.48| 200.00000 105600.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 21" X 36" | | | 0054 709-51821 LUMP | 4400.00000 4400.00| 3834.00000 3834.00| 4350.00000 4350.00 SURFACE SEAL | | | 0055 715-05149 46.000 LFT | 50.00000 2300.00| 46.06000 2118.76| 21.00000 966.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0056 715-05152 10.000 LFT | 100.00000 1000.00| 94.78000 947.80| 65.00000 650.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0057 715-05407 100.000 LFT | 7.00000 700.00| 9.16000 916.00| 5.00000 500.00 PIPE, END BENT DRAIN, 6 IN | | | 0058 715-46000 2.000 EACH | 500.00000 1000.00| 279.07000 558.14| 300.00000 600.00 PIPE END SECTION, 12 IN | | | 0059 720-44000 1.000 EACH | 500.00000 500.00| 452.63000 452.63| 1250.00000 1250.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -5 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1609544 |( 3 ) 35-1310611 |BEATY CONSTRUCTION INC |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 720-45235 1.000 EACH | 2250.00000 2250.00| 1940.75000 1940.75| 1750.00000 1750.00 CATCH BASIN, E7 | | | 0061 720-91051 2.000 EACH | 1500.00000 3000.00| 1439.53000 2879.06| 750.00000 1500.00 INLET, A | | | 0062 801-03290 3.000 EACH | 250.00000 750.00| 258.12000 774.36| 197.00000 591.00 CONSTRUCTION SIGN, C | | | 0063 801-04308 6.000 EACH | 275.00000 1650.00| 279.72000 1678.32| 412.00000 2472.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 11.000 EACH | 125.00000 1375.00| 128.52000 1413.72| 87.00000 957.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 12.000 EACH | 160.00000 1920.00| 160.92000 1931.04| 170.50000 2046.00 CONSTRUCTION SIGN, A | | | 0066 801-07118 64.000 LFT | 16.00000 1024.00| 16.20000 1036.80| 9.00000 576.00 BARRICADE, III-A | | | 0067 801-07119 128.000 LFT | 17.00000 2176.00| 18.36000 2350.08| 11.00000 1408.00 BARRICADE, III-B | | | 0068 802-07060 1.000 EACH | 100.00000 100.00| 73.44000 73.44| 192.50000 192.50 SIGN, SHEET, RELOCATE | | | 0071 808-10033 544.000 LFT | 1.00000 544.00| 1.03000 560.32| 1.00000 544.00 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0072 808-10034 900.000 LFT | 1.00000 900.00| 1.03000 927.00| 1.00000 900.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | SECTION TOTALS | $ 664,911.38| $ 674,630.39| $ 689,334.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 664,911.38| $ 674,630.39| $ 689,334.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -6 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REHABILITATION | | | 0001 105-06845 LUMP | 11000.00000 11000.00| 5400.00000 5400.00| 6579.65000 6579.65 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 | 34500.00000 34500.00| 35544.09000 35544.09| 35703.65000 35703.65 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 14500.00000 14500.00| 14217.63000 14217.63| 14281.46000 14281.46 CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 82000.00000 82000.00| 74000.00000 74000.00| 92768.81000 92768.81 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 389.000 CYS | 17.60000 6846.40| 20.00000 7780.00| 39.13000 15221.57 EXCAVATION, COMMON | | | 0010 203-02070 49.000 CYS | 32.50000 1592.50| 30.00000 1470.00| 40.66000 1992.34 BORROW | | | 0011 205-06937 483.000 LFT | 3.50000 1690.50| 1.88000 908.04| 1.88000 908.04 TEMPORARY SILT FENCE | | | 0012 207-08263 382.000 SYS | 17.25000 6589.50| 25.00000 9550.00| 24.25000 9263.50 SUBGRADE TREATMENT, TYPE IA | | | 0013 207-08267 180.000 SYS | 14.85000 2673.00| 14.00000 2520.00| 14.50000 2610.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-06467 26.000 CYS | 80.00000 2080.00| 86.00000 2236.00| 62.07000 1613.82 AGGREGATE FOR END BENT BACKFILL | | | 0015 211-09264 29.000 CYS | 30.00000 870.00| 25.00000 725.00| 16.84000 488.36 STRUCTURAL BACKFILL, TYPE 1 | | | 0016 301-07448 150.000 TON | 30.00000 4500.00| 40.00000 6000.00| 38.80000 5820.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-07455 28.000 CYS | 32.20000 901.60| 75.00000 2100.00| 102.35000 2865.80 DENSE GRADED SUBBASE | | | 0018 306-08043 370.000 SYS | 12.50000 4625.00| 25.04000 9264.80| 14.90000 5513.00 MILLING, TRANSITION | | | 0019 402-07432 110.000 TON | 83.50000 9185.00| 75.85000 8343.50| 75.85000 8343.50 HMA SURFACE, TYPE A | | | 0020 402-07435 44.000 TON | 114.50000 5038.00| 104.20000 4584.80| 104.20000 4584.80 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -7 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 402-07440 70.000 TON | 85.25000 5967.50| 77.50000 5425.00| 77.50000 5425.00 HMA BASE, TYPE A | | | 0022 406-05521 1161.000 SYS | 0.15000 174.15| 0.13000 150.93| 0.13000 150.93 ASPHALT FOR TACK COAT | | | 0023 601-01522 3.000 EACH | 2000.00000 6000.00| 1900.00000 5700.00| 1800.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-07009 1.000 EACH | 9750.00000 9750.00| 7000.00000 7000.00| 8500.00000 8500.00 IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0025 601-94689 3.000 EACH | 2475.00000 7425.00| 2400.00000 7200.00| 2250.00000 6750.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 68.750 LFT | 17.50000 1203.13| 24.00000 1650.00| 16.00000 1100.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0027 605-52807 125.000 LFT | 30.00000 3750.00| 30.00000 3750.00| 51.30000 6412.50 CURB AND GUTTER, COMBINED , MODIFIED | | | 0028 609-06257 164.000 SYS | 90.00000 14760.00| 120.00000 19680.00| 130.02000 21323.28 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0029 610-07486 50.000 TON | 83.50000 4175.00| 75.85000 3792.50| 75.85000 3792.50 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH | 220.00000 220.00| 200.00000 200.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 616-02320 671.000 SYS | 3.50000 2348.50| 3.50000 2348.50| 1.35000 905.85 GEOTEXTILES | | | 0032 616-06405 416.000 TON | 33.00000 13728.00| 32.00000 13312.00| 28.03000 11660.48 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH | 632.50000 1265.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02770 167.000 SYS | 2.00000 334.00| 3.20000 534.40| 3.20000 534.40 EROSION CONTROL BLANKET | | | 0035 621-06545 0.100 TON | 57.50000 5.75| 1274.00000 127.40| 1274.00000 127.40 FERTILIZER | | | 0036 621-06557 30.000 LBS | 27.60000 828.00| 11.95000 358.50| 11.95000 358.50 SEED MIXTURE, T | | | 0037 621-06560 266.000 SYS | 3.00000 798.00| 2.42000 643.72| 2.42000 643.72 MULCHED SEEDING, U | | | 0038 621-06565 1.000 TON | 345.00000 345.00| 488.00000 488.00| 488.00000 488.00 MULCHING MATERIAL | | | 0039 621-06567 2.000 kGAL | 23.00000 46.00| 1.00000 2.00| 1.00000 2.00 WATER | | | 0040 621-06574 73.000 SYS | 6.35000 463.55| 4.96000 362.08| 4.86000 354.78 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -8 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06575 493.000 SYS | 6.35000 3130.55| 4.96000 2445.28| 4.86000 2395.98 SODDING, NURSERY | | | 0042 628-09402 9.000 MOS | 2500.00000 22500.00| 2900.00000 26100.00| 1185.67000 10671.03 FIELD OFFICE, B | | | 0043 702-51005 43.400 CYS | 800.00000 34720.00| 900.00000 39060.00| 790.71000 34316.81 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51110 384.000 LBS | 5.00000 1920.00| 5.00000 1920.00| 4.58000 1758.72 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0045 702-51863 204.000 EACH | 15.00000 3060.00| 15.00000 3060.00| 12.87000 2625.48 FIELD DRILLED HOLE IN CONCRETE | | | 0046 702-92857 12.400 CYS | 700.00000 8680.00| 1200.00000 14880.00| 1181.68000 14652.83 CONCRETE, C, SUBSTRUCTURE | | | 0047 702-95467 4.000 EACH | 1245.00000 4980.00| 650.00000 2600.00| 1129.09000 4516.36 ROADWAY DRAIN , MODIFIED | | | 0048 703-06028 6914.000 LBS | 0.90000 6222.60| 1.00000 6914.00| 0.89000 6153.46 REINFORCING BARS | | | 0049 703-06029 62915.000 LBS | 0.90000 56623.50| 1.10000 69206.50| 0.91000 57252.65 REINFORCING BARS, EPOXY COATED | | | 0050 704-51002 172.700 CYS | 575.00000 99302.50| 600.00000 103620.00| 804.21000 138887.07 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06349 269.000 LFT | 142.00000 38198.00| 115.00000 30935.00| 129.00000 34701.00 RAILING, TX , MODIFIED | | | 0052 706-06372 4.000 EACH | 2000.00000 8000.00| 2800.00000 11200.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0053 707-07776 528.000 LFT | 213.00000 112464.00| 215.00000 113520.00| 164.96000 87098.88 STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 21" X 36" | | | 0054 709-51821 LUMP | 4360.00000 4360.00| 3960.00000 3960.00| 3960.00000 3960.00 SURFACE SEAL | | | 0055 715-05149 46.000 LFT | 18.00000 828.00| 60.00000 2760.00| 37.70000 1734.20 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0056 715-05152 10.000 LFT | 100.00000 1000.00| 75.00000 750.00| 169.44000 1694.40 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0057 715-05407 100.000 LFT | 10.00000 1000.00| 16.00000 1600.00| 12.07000 1207.00 PIPE, END BENT DRAIN, 6 IN | | | 0058 715-46000 2.000 EACH | 300.00000 600.00| 550.00000 1100.00| 526.67000 1053.34 PIPE END SECTION, 12 IN | | | 0059 720-44000 1.000 EACH | 300.00000 300.00| 750.00000 750.00| 432.83000 432.83 CASTING, ADJUST TO GRADE | | | 0060 720-45235 1.000 EACH | 1525.00000 1525.00| 3100.00000 3100.00| 2097.44000 2097.44 CATCH BASIN, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -9 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |GEORGE R HARVEY & SON INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 720-91051 2.000 EACH | 1265.00000 2530.00| 2350.00000 4700.00| 1477.77000 2955.54 INLET, A | | | 0062 801-03290 3.000 EACH | 340.00000 1020.00| 179.00000 537.00| 185.00000 555.00 CONSTRUCTION SIGN, C | | | 0063 801-04308 6.000 EACH | 368.00000 2208.00| 375.00000 2250.00| 185.00000 1110.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 11.000 EACH | 169.00000 1859.00| 79.00000 869.00| 150.00000 1650.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 12.000 EACH | 210.00000 2520.00| 155.00000 1860.00| 190.00000 2280.00 CONSTRUCTION SIGN, A | | | 0066 801-07118 64.000 LFT | 21.00000 1344.00| 8.00000 512.00| 19.25000 1232.00 BARRICADE, III-A | | | 0067 801-07119 128.000 LFT | 24.00000 3072.00| 9.90000 1267.20| 19.25000 2464.00 BARRICADE, III-B | | | 0068 802-07060 1.000 EACH | 77.00000 77.00| 150.00000 150.00| 70.00000 70.00 SIGN, SHEET, RELOCATE | | | 0071 808-10033 544.000 LFT | 2.30000 1251.20| 0.75000 408.00| 2.67000 1452.48 LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0072 808-10034 900.000 LFT | 2.30000 2070.00| 0.75000 675.00| 2.67000 2403.00 LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | SECTION TOTALS | $ 689,547.43| $ 710,881.87| $ 714,073.14 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 689,547.43| $ 710,881.87| $ 714,073.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -10 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REHABILITATION | | | 0001 105-06845 LUMP | 3525.00000 3525.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 39536.50000 39536.50| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 17100.00000 17100.00| | CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 120500.00000 120500.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 389.000 CYS | 54.00000 21006.00| | EXCAVATION, COMMON | | | 0010 203-02070 49.000 CYS | 60.00000 2940.00| | BORROW | | | 0011 205-06937 483.000 LFT | 2.00000 966.00| | TEMPORARY SILT FENCE | | | 0012 207-08263 382.000 SYS | 26.00000 9932.00| | SUBGRADE TREATMENT, TYPE IA | | | 0013 207-08267 180.000 SYS | 14.00000 2520.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-06467 26.000 CYS | 112.00000 2912.00| | AGGREGATE FOR END BENT BACKFILL | | | 0015 211-09264 29.000 CYS | 17.50000 507.50| | STRUCTURAL BACKFILL, TYPE 1 | | | 0016 301-07448 150.000 TON | 44.00000 6600.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-07455 28.000 CYS | 60.00000 1680.00| | DENSE GRADED SUBBASE | | | 0018 306-08043 370.000 SYS | 10.50000 3885.00| | MILLING, TRANSITION | | | 0019 402-07432 110.000 TON | 76.00000 8360.00| | HMA SURFACE, TYPE A | | | 0020 402-07435 44.000 TON | 105.00000 4620.00| | HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -11 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 402-07440 70.000 TON | 80.00000 5600.00| | HMA BASE, TYPE A | | | 0022 406-05521 1161.000 SYS | 0.15000 174.15| | ASPHALT FOR TACK COAT | | | 0023 601-01522 3.000 EACH | 1870.00000 5610.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-07009 1.000 EACH | 8820.00000 8820.00| | IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0025 601-94689 3.000 EACH | 2340.00000 7020.00| | GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 68.750 LFT | 16.60000 1141.25| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0027 605-52807 125.000 LFT | 59.00000 7375.00| | CURB AND GUTTER, COMBINED , MODIFIED | | | 0028 609-06257 164.000 SYS | 145.00000 23780.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0029 610-07486 50.000 TON | 78.00000 3900.00| | HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH | 205.00000 205.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 616-02320 671.000 SYS | 2.50000 1677.50| | GEOTEXTILES | | | 0032 616-06405 416.000 TON | 34.00000 14144.00| | RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH | 415.00000 830.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02770 167.000 SYS | 3.30000 551.10| | EROSION CONTROL BLANKET | | | 0035 621-06545 0.100 TON | 1310.00000 131.00| | FERTILIZER | | | 0036 621-06557 30.000 LBS | 12.20000 366.00| | SEED MIXTURE, T | | | 0037 621-06560 266.000 SYS | 2.50000 665.00| | MULCHED SEEDING, U | | | 0038 621-06565 1.000 TON | 500.00000 500.00| | MULCHING MATERIAL | | | 0039 621-06567 2.000 kGAL | 1.05000 2.10| | WATER | | | 0040 621-06574 73.000 SYS | 5.10000 372.30| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -12 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06575 493.000 SYS | 5.10000 2514.30| | SODDING, NURSERY | | | 0042 628-09402 9.000 MOS | 2260.00000 20340.00| | FIELD OFFICE, B | | | 0043 702-51005 43.400 CYS | 1750.00000 75950.00| | CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51110 384.000 LBS | 6.00000 2304.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0045 702-51863 204.000 EACH | 21.00000 4284.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0046 702-92857 12.400 CYS | 1075.00000 13330.00| | CONCRETE, C, SUBSTRUCTURE | | | 0047 702-95467 4.000 EACH | 1500.00000 6000.00| | ROADWAY DRAIN , MODIFIED | | | 0048 703-06028 6914.000 LBS | 0.95000 6568.30| | REINFORCING BARS | | | 0049 703-06029 62915.000 LBS | 1.00000 62915.00| | REINFORCING BARS, EPOXY COATED | | | 0050 704-51002 172.700 CYS | 730.00000 126071.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06349 269.000 LFT | 135.00000 36315.00| | RAILING, TX , MODIFIED | | | 0052 706-06372 4.000 EACH | 7460.00000 29840.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0053 707-07776 528.000 LFT | 210.00000 110880.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM , | | | 21" X 36" | | | 0054 709-51821 LUMP | 4100.00000 4100.00| | SURFACE SEAL | | | 0055 715-05149 46.000 LFT | 46.00000 2116.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0056 715-05152 10.000 LFT | 180.00000 1800.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0057 715-05407 100.000 LFT | 9.00000 900.00| | PIPE, END BENT DRAIN, 6 IN | | | 0058 715-46000 2.000 EACH | 600.00000 1200.00| | PIPE END SECTION, 12 IN | | | 0059 720-44000 1.000 EACH | 750.00000 750.00| | CASTING, ADJUST TO GRADE | | | 0060 720-45235 1.000 EACH | 1500.00000 1500.00| | CATCH BASIN, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 510 -13 TABULATION OF BIDS CALL ORDER : 510 CONTRACT ID : B -32710-A COUNTIES : MARION LETTING DATE : 12/08/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 38-3806996 |( ) |( ) |HIS CONSTRUCTORS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 720-91051 2.000 EACH | 1400.00000 2800.00| | INLET, A | | | 0062 801-03290 3.000 EACH | 190.00000 570.00| | CONSTRUCTION SIGN, C | | | 0063 801-04308 6.000 EACH | 390.00000 2340.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 11.000 EACH | 82.00000 902.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 12.000 EACH | 160.00000 1920.00| | CONSTRUCTION SIGN, A | | | 0066 801-07118 64.000 LFT | 8.20000 524.80| | BARRICADE, III-A | | | 0067 801-07119 128.000 LFT | 10.00000 1280.00| | BARRICADE, III-B | | | 0068 802-07060 1.000 EACH | 72.00000 72.00| | SIGN, SHEET, RELOCATE | | | 0071 808-10033 544.000 LFT | 0.80000 435.20| | LINE, MULTI-COMP, SOLID, WHITE, 4 IN | | | 0072 808-10034 900.000 LFT | 0.80000 720.00| | LINE, MULTI-COMP, SOLID, YELLOW, 4 IN | | | SECTION TOTALS | $ 850,700.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 850,700.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 540 -1 VENDOR RANKING CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/04/11 LOCATION : ON PARK ROAD WITHING CLIFTY FALLS STATE PARK PROJECT(S) : 0800192 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 113,983.00 100.0000% 2 61-1352603 SEDAM CONTRACTING CO LLC $ 137,245.00 120.4083% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING $ 138,660.50 121.6502% 4 35-0844079 PAUL H ROHE COMPANY $ 145,551.00 127.6954% 5 35-1917625 MILESTONE CONTRACTORS LP $ 177,452.00 155.6829% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 178,000.00 156.1636% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 540 -2 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 61-1352603 |( 3 ) 35-1487672 |DAVE OMARA CONTRACTOR INC |SEDAM CONTRACTING CO LLC |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 100.00000 100.00| 900.00000 900.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 120.00000 120.00| 161.00000 161.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 50.00000 150.00| 75.00000 225.00| 110.00000 330.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 500.00000 500.00| 750.00000 750.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 301-07448 50.000 TON | 20.00000 1000.00| 24.00000 1200.00| 55.00000 2750.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 304-07490 250.000 TON | 80.00000 20000.00| 90.00000 22500.00| 120.49000 30122.50 HMA PATCHING, TYPE B | | | 0013 306-08043 200.000 SYS | 1.00000 200.00| 17.50000 3500.00| 16.00000 3200.00 MILLING, TRANSITION | | | 0014 402-07433 1357.000 TON | 61.00000 82777.00| 67.00000 90919.00| 58.00000 78706.00 HMA SURFACE, TYPE B | | | 0015 402-07451 100.000 TON | 61.00000 6100.00| 77.00000 7700.00| 75.00000 7500.00 HMA WEDGE AND LEVEL, TYPE B | | | 0016 406-05520 5.000 TON | 150.00000 750.00| 600.00000 3000.00| 525.00000 2625.00 ASPHALT FOR TACK COAT | | | 0017 628-09401 3.000 MOS | 400.00000 1200.00| 1400.00000 4200.00| 1100.00000 3300.00 FIELD OFFICE, A | | | 0018 801-03290 1.000 EACH | 100.00000 100.00| 400.00000 400.00| 260.00000 260.00 CONSTRUCTION SIGN, C | | | 0019 801-06640 5.000 EACH | 100.00000 500.00| 165.00000 825.00| 160.00000 800.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 540 -3 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 61-1352603 |( 3 ) 35-1487672 |DAVE OMARA CONTRACTOR INC |SEDAM CONTRACTING CO LLC |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06775 LUMP | 500.00000 500.00| 1000.00000 1000.00| 900.00000 900.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 113,983.00| $ 137,245.00| $ 138,660.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 113,983.00| $ 137,245.00| $ 138,660.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 540 -4 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-0844079 |( 5 ) 35-1917625 |( 6 ) 35-2040801 |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP |GOHMANN ASPHALT & CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 900.00000 900.00| 2000.00000 2000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 78.00000 78.00| 175.00000 175.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 110.00000 330.00| 100.00000 300.00| 100.00000 300.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 7650.00000 7650.00| 8400.00000 8400.00| 8800.00000 8800.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 301-07448 50.000 TON | 38.00000 1900.00| 65.00000 3250.00| 35.00000 1750.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 304-07490 250.000 TON | 84.00000 21000.00| 120.00000 30000.00| 180.00000 45000.00 HMA PATCHING, TYPE B | | | 0013 306-08043 200.000 SYS | 7.00000 1400.00| 13.00000 2600.00| 17.00000 3400.00 MILLING, TRANSITION | | | 0014 402-07433 1357.000 TON | 67.00000 90919.00| 78.00000 105846.00| 71.00000 96347.00 HMA SURFACE, TYPE B | | | 0015 402-07451 100.000 TON | 85.00000 8500.00| 100.00000 10000.00| 71.00000 7100.00 HMA WEDGE AND LEVEL, TYPE B | | | 0016 406-05520 5.000 TON | 250.00000 1250.00| 500.00000 2500.00| 500.00000 2500.00 ASPHALT FOR TACK COAT | | | 0017 628-09401 3.000 MOS | 1800.00000 5400.00| 2100.00000 6300.00| 1600.00000 4800.00 FIELD OFFICE, A | | | 0018 801-03290 1.000 EACH | 333.00000 333.00| 300.00000 300.00| 260.00000 260.00 CONSTRUCTION SIGN, C | | | 0019 801-06640 5.000 EACH | 217.00000 1085.00| 175.00000 875.00| 160.00000 800.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 540 -5 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : M -30809-A COUNTIES : JEFFERSON LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-0844079 |( 5 ) 35-1917625 |( 6 ) 35-2040801 |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP |GOHMANN ASPHALT & CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06775 LUMP | 4800.00000 4800.00| 4900.00000 4900.00| 2737.00000 2737.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 145,551.00| $ 177,452.00| $ 178,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 145,551.00| $ 177,452.00| $ 178,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 550 -1 VENDOR RANKING CALL ORDER : 550 CONTRACT ID : M -31158-A COUNTIES : VARIOUS LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ROADSIDE MAINTENANCE, HERBICIDE TREATMENT COMPLETION DATE : 05/22/11 LOCATION : AT VARIOUS LOCATIONS WITHIN THE SEYMOUR DISTRICT PROJECT(S) : 0800577 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND CORPORATION $ 57,220.84 100.0000% 2 23-2332783 DEANGELO BROTHERS INC $ 82,389.07 143.9844% 3 35-1944148 DALTONS INC $ 90,436.18 158.0476% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 550 -2 TABULATION OF BIDS CALL ORDER : 550 CONTRACT ID : M -31158-A COUNTIES : VARIOUS LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1038926 |( 2 ) 23-2332783 |( 3 ) 35-1944148 |TOWNSEND CORPORATION |DEANGELO BROTHERS INC |DALTONS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, HERBICIDE TREATMENT | | | 0001 105-08520 1.000 EACH | 300.00000 300.00| 35.00000 35.00| 51.00000 51.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 2.000 MOS | 100.00000 200.00| 50.00000 100.00| 47.25000 94.50 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 624-92647 1728.000 ACRE | 31.78000 54915.84| 40.51000 70001.28| 50.31000 86935.68 HERBICIDE TREATMENT | | | 0009 628-09408 2.000 MOS | 300.00000 600.00| 100.00000 200.00| 100.00000 200.00 MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | | 0010 628-09409 2.000 MOS | 100.00000 200.00| 80.00000 160.00| 75.00000 150.00 MOBILE INTERNET SERVICE , ONE EACH | | | 0011 801-06775 LUMP | 1000.00000 1000.00| 11887.79000 11887.79| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 57,220.84| $ 82,389.07| $ 90,436.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 57,220.84| $ 82,389.07| $ 90,436.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 560 -1 VENDOR RANKING CALL ORDER : 560 CONTRACT ID : M -33259-A COUNTIES : HARRISON LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 11/01/12 LOCATION : ALONG I-64 FROM 1ST CROSSOVER WEST GEORGETOWN TO SR 66 PROJECT(S) : 1005653 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0064635 THOMPSON INTERSTATE MOWING INC $ 59,502.00 100.0000% 2 35-2045735 J & M CONTRACTING INC $ 64,892.00 109.0585% 3 61-1103168 SWARTZ MOWING INC $ 80,002.00 134.4526% 4 35-1606893 OLCO INC $ 97,952.00 164.6197% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 560 -2 TABULATION OF BIDS CALL ORDER : 560 CONTRACT ID : M -33259-A COUNTIES : HARRISON LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 32-0064635 |( 2 ) 35-2045735 |( 3 ) 61-1103168 |THOMPSON INTERSTATE MOWING I |J & M CONTRACTING INC |SWARTZ MOWING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 623-04884 1.000 CYCL | 9000.00000 9000.00| 8200.00000 8200.00| 12400.00000 12400.00 MOWING, CYCLE NO 1 | | | 0004 623-04885 1.000 CYCL | 9000.00000 9000.00| 8200.00000 8200.00| 12400.00000 12400.00 MOWING, CYCLE NO 2 | | | 0005 623-04886 1.000 CYCL | 9000.00000 9000.00| 8200.00000 8200.00| 11900.00000 11900.00 MOWING, CYCLE NO 3 | | | 0006 623-04887 1.000 CYCL | 9000.00000 9000.00| 8200.00000 8200.00| 12700.00000 12700.00 MOWING, CYCLE NO 4 | | | 0007 623-05684 1.000 CYCL | 14500.00000 14500.00| 8200.00000 8200.00| 12700.00000 12700.00 MOWING, CYCLE NO 5 | | | 0008 623-06704 1.000 CYCL | 9000.00000 9000.00| 23890.00000 23890.00| 17900.00000 17900.00 MOWING, CYCLE NO 6 | | | SECTION TOTALS | $ 59,502.00| $ 64,892.00| $ 80,002.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 59,502.00| $ 64,892.00| $ 80,002.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 560 -3 TABULATION OF BIDS CALL ORDER : 560 CONTRACT ID : M -33259-A COUNTIES : HARRISON LETTING DATE : 12/08/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1606893 |( ) |( ) |OLCO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0003 623-04884 1.000 CYCL | 18000.00000 18000.00| | MOWING, CYCLE NO 1 | | | 0004 623-04885 1.000 CYCL | 16000.00000 16000.00| | MOWING, CYCLE NO 2 | | | 0005 623-04886 1.000 CYCL | 12000.00000 12000.00| | MOWING, CYCLE NO 3 | | | 0006 623-04887 1.000 CYCL | 10000.00000 10000.00| | MOWING, CYCLE NO 4 | | | 0007 623-05684 1.000 CYCL | 10000.00000 10000.00| | MOWING, CYCLE NO 5 | | | 0008 623-06704 1.000 CYCL | 31950.00000 31950.00| | MOWING, CYCLE NO 6 | | | SECTION TOTALS | $ 97,952.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 97,952.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -1 VENDOR RANKING CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : TRAFFIC SIGNAL MODERNIZATION COMPLETION DATE : 06/30/11 LOCATION : ON INDIANA AVENUE AT SUMMIT STREET AND AT NORTH STREET PROJECT(S) : 0900077 0900078 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1339540 HAWK ENTERPRISES INC $ 435,178.74 100.0000% 2 06-1675328 MARTELL ELECTRIC LLC $ 471,471.47 108.3397% 3 35-1657131 MICHIANA CONTRACTING INC $ 505,732.02 116.2125% 4 74-2851603 QUANTA SERVICES INC $ 586,551.21 134.7840% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -2 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131 |HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-08520 4.000 EACH | 120.00000 480.00| 5.00000 20.00| 35.00000 140.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 20.000 MOS | 85.00000 1700.00| 10.00000 200.00| 30.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 7000.00000 7000.00| 22000.00000 22000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02240 40.000 SYS | 25.00000 1000.00| 35.00000 1400.00| 20.00000 800.00 PAVEMENT REMOVAL | | | 0011 202-02279 1038.000 LFT | 5.40000 5605.20| 10.00000 10380.00| 15.00000 15570.00 CURB AND GUTTER, REMOVE | | | 0012 203-02020 494.000 CYS | 40.00000 19760.00| 40.00000 19760.00| 40.00000 19760.00 EXCAVATION, UNCLASSIFIED | | | 0013 205-02237 10.000 EACH | 220.00000 2200.00| 78.00000 780.00| 25.00000 250.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 205-06937 600.000 LFT | 10.00000 6000.00| 2.30000 1380.00| 2.20000 1320.00 TEMPORARY SILT FENCE | | | 0015 207-08262 779.000 SYS | 32.00000 24928.00| 23.00000 17917.00| 22.00000 17138.00 SUBGRADE TREATMENT, TYPE I | | | 0016 210-08284 2.000 EACH | 1000.00000 2000.00| 280.00000 560.00| 245.00000 490.00 EMERGENCY , PRE-EMPTOR | | | 0017 211-07454 39.000 CYS | 20.00000 780.00| 35.00000 1365.00| 55.00000 2145.00 STRUCTURAL BACKFILL | | | 0018 402-07434 35.000 TON | 155.00000 5425.00| 160.00000 5600.00| 165.00000 5775.00 HMA SURFACE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -3 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131 |HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07439 58.000 TON | 115.00000 6670.00| 115.00000 6670.00| 125.00000 7250.00 HMA INTERMEDIATE, TYPE C | | | 0020 402-07442 192.000 TON | 83.00000 15936.00| 110.00000 21120.00| 90.00000 17280.00 HMA BASE, TYPE C | | | 0021 406-05520 4.000 TON | 50.00000 200.00| 1000.00000 4000.00| 100.00000 400.00 ASPHALT FOR TACK COAT | | | 0023 604-91404 102.000 SYS | 57.00000 5814.00| 55.00000 5610.00| 70.00000 7140.00 SIDEWALK, CONCRETE, 5 IN | | | 0024 605-06155 1077.000 LFT | 22.00000 23694.00| 17.50000 18847.50| 45.00000 48465.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0025 610-09108 200.000 SYS | 65.00000 13000.00| 55.00000 11000.00| 75.00000 15000.00 PCCP FOR APPROACHES, 9 IN | | | 0026 621-01004 2.000 EACH | 500.00000 1000.00| 300.00000 600.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06570 64.000 CYS | 55.00000 3520.00| 50.00000 3200.00| 65.00000 4160.00 TOPSOIL | | | 0028 621-06575 572.000 SYS | 10.00000 5720.00| 10.00000 5720.00| 8.70000 4976.40 SODDING, NURSERY | | | 0029 628-09401 5.000 MOS | 2010.00000 10050.00| 1500.00000 7500.00| 1250.00000 6250.00 FIELD OFFICE, A | | | 0030 715-05596 14.000 LFT | 90.00000 1260.00| 85.00000 1190.00| 85.00000 1190.00 PIPE EXTENSION, CIRCULAR, 18 IN | | | 0031 715-05756 23.000 LFT | 75.00000 1725.00| 84.99000 1954.77| 80.00000 1840.00 PIPE EXTENSION, CIRCULAR, 12 IN | | | 0032 715-06568 9.000 LFT | 78.00000 702.00| 85.00000 765.00| 80.00000 720.00 PIPE EXTENSION, CIRCULAR, 10 IN | | | 0033 720-44025 6.000 EACH | 500.00000 3000.00| 750.00000 4500.00| 1000.00000 6000.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0034 720-45045 6.000 EACH | 2000.00000 12000.00| 2000.00000 12000.00| 3100.00000 18600.00 INLET, J10 | | | 0035 801-03290 12.000 EACH | 96.00000 1152.00| 135.00000 1620.00| 115.00000 1380.00 CONSTRUCTION SIGN, C | | | 0036 801-06640 20.000 EACH | 82.00000 1640.00| 120.00000 2400.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP | 11000.00000 11000.00| 27500.00000 27500.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0038 802-04314 8.000 EACH | 1900.00000 15200.00| 2000.00000 16000.00| 1900.00000 15200.00 SIGN , ILLUMINATED STREET NAME | | | 0039 805-01816 6.000 EACH | 800.00000 4800.00| 1250.00000 7500.00| 1200.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 36 | | | IN X 96 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -4 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131 |HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 805-01842 16.000 EACH | 700.00000 11200.00| 1000.00000 16000.00| 1015.00000 16240.00 HANDHOLE, SIGNAL | | | 0041 805-01844 2789.000 LFT | 10.55000 29423.95| 12.50000 34862.50| 11.00000 30679.00 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0042 805-02037 2.000 EACH | 6300.00000 12600.00| 6500.00000 13000.00| 7040.00000 14080.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 20FT | | | 0043 805-02069 1.000 EACH | 6800.00000 6800.00| 7450.00000 7450.00| 7900.00000 7900.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 25FT | | | 0044 805-02072 2.000 EACH | 6900.00000 13800.00| 7500.00000 15000.00| 8020.00000 16040.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT | | | 0045 805-02073 1.000 EACH | 7000.00000 7000.00| 7580.00000 7580.00| 8140.00000 8140.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 35FT | | | 0046 805-02152 8.000 EACH | 680.00000 5440.00| 600.00000 4800.00| 580.00000 4640.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0047 805-02389 1298.000 LFT | 1.00000 1298.00| 1.10000 1427.80| 1.30000 1687.40 SIGNAL CABLE, 2C/14 | | | 0048 805-03979 4.000 EACH | 2560.00000 10240.00| 2500.00000 10000.00| 2355.00000 9420.00 EMERGENCY VEHICLE PREEMPTION DETECTOR, | | | TWO CHANNEL, TWO DIRECTION | | | 0049 805-03985 464.000 LFT | 1.00000 464.00| 1.90000 881.60| 1.60000 742.40 DETECTOR CABLE 3C 20GA. | | | 0050 805-05698 2.000 EACH | 800.00000 1600.00| 1000.00000 2000.00| 1075.00000 2150.00 SIGNAL SUPPORT FOUNDATION 2.5FT X 2. | | | 5FT X 7FT | | | 0051 805-08487 16.000 EACH | 120.00000 1920.00| 100.00000 1600.00| 155.00000 2480.00 TRAFFIC SIGNAL BACKPLATE | | | 0052 805-78100 2.000 EACH | 8000.00000 16000.00| 10100.00000 20200.00| 8815.00000 17630.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0053 805-78205 8.000 EACH | 840.00000 6720.00| 680.00000 5440.00| 660.00000 5280.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0054 805-78230 8.000 EACH | 1100.00000 8800.00| 1100.00000 8800.00| 1025.00000 8200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0055 805-78370 8.000 EACH | 185.00000 1480.00| 250.00000 2000.00| 190.00000 1520.00 PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -5 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131 |HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 805-78445 2.000 EACH | 400.00000 800.00| 550.00000 1100.00| 735.00000 1470.00 SIGNAL SERVICE | | | 0057 805-78467 177.000 LFT | 2.00000 354.00| 2.20000 389.40| 1.95000 345.15 SIGNAL CABLE, 3C 8GA | | | 0058 805-78470 5289.000 LFT | 0.30000 1586.70| 0.20000 1057.80| 0.12000 634.68 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0059 805-78480 3114.000 LFT | 1.00000 3114.00| 1.60000 4982.40| 1.30000 4048.20 SIGNAL CABLE, 3C 14GA | | | 0060 805-78485 1431.000 LFT | 1.00000 1431.00| 1.70000 2432.70| 1.45000 2074.95 SIGNAL CABLE, 5C 14GA | | | 0061 805-78490 1518.000 LFT | 2.00000 3036.00| 1.80000 2732.40| 1.50000 2277.00 SIGNAL CABLE, 7C 14GA | | | 0062 805-78510 4029.000 LFT | 1.00000 4029.00| 1.50000 6043.50| 1.30000 5237.70 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0063 805-78785 16.000 EACH | 440.00000 7040.00| 650.00000 10400.00| 665.00000 10640.00 SIGNAL DETECTOR HOUSING | | | 0064 805-78795 1701.000 LFT | 8.00000 13608.00| 7.50000 12757.50| 9.00000 15309.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0065 805-78925 2.000 EACH | 700.00000 1400.00| 550.00000 1100.00| 1010.00000 2020.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0066 805-92504 16.000 EACH | 100.00000 1600.00| 150.00000 2400.00| 105.00000 1680.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0067 807-86615 2.000 EACH | 1325.00000 2650.00| 1100.00000 2200.00| 1390.00000 2780.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0068 808-06368 366.000 LFT | 1.58000 578.28| 1.60000 585.60| 1.60000 585.60 TRANSVERSE MARKING, REMOVE | | | 0069 808-06701 593.000 LFT | 0.61000 361.73| 0.60000 355.80| 0.60000 355.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0070 808-06703 1261.000 LFT | 0.60000 756.60| 0.60000 756.60| 0.60000 756.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-06716 7522.000 LFT | 0.38000 2858.36| 0.50000 3761.00| 0.38000 2858.36 LINE, REMOVE | | | 0072 808-75245 2644.000 LFT | 0.60000 1586.40| 0.60000 1586.40| 0.60000 1586.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0073 808-75297 225.000 LFT | 3.62000 814.50| 3.50000 787.50| 3.62000 814.50 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0074 808-75300 394.000 LFT | 0.87000 342.78| 0.80000 315.20| 0.87000 342.78 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -6 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 62-1339540 |( 2 ) 06-1675328 |( 3 ) 35-1657131 |HAWK ENTERPRISES INC |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 808-75320 16.000 EACH | 31.00000 496.00| 30.00000 480.00| 31.00000 496.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0076 808-75325 8.000 EACH | 43.00000 344.00| 45.00000 360.00| 43.00000 344.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0077 808-98796 66.000 LFT | 0.64000 42.24| 0.65000 42.90| 0.65000 42.90 LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | | 2FT LINE, 4FT GAP | | | 0078 802-07059 8.000 EACH | 35.00000 280.00| 31.00000 248.00| 18.00000 144.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0079 201-52370 LUMP | 8500.00000 8500.00| 1000.00000 1000.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0080 802-07060 2.000 EACH | 145.00000 290.00| 180.00000 360.00| 54.00000 108.00 SIGN, SHEET, RELOCATE | | | 0081 802-09838 48.000 SFT | 12.00000 576.00| 15.20000 729.60| 33.15000 1591.20 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0082 805-02072 1.000 EACH | 8000.00000 8000.00| 7950.00000 7950.00| 8500.00000 8500.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT , COMBINATION STRUCTURE WITH 5 FT. | | | 0083 805-02069 1.000 EACH | 7700.00000 7700.00| 7500.00000 7500.00| 8065.00000 8065.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 25FT , COMBINATION STRUCTURE WITH 5 FT | | | 0084 604-07900 45.000 SYS | 125.00000 5625.00| 55.00000 2475.00| 185.00000 8325.00 CURB RAMP, CONCRETE, F | | | 0085 604-07902 45.000 SYS | 125.00000 5625.00| 55.00000 2475.00| 185.00000 8325.00 CURB RAMP, CONCRETE, H | | | SECTION TOTALS | $ 435,178.74| $ 471,471.47| $ 505,732.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 435,178.74| $ 471,471.47| $ 505,732.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -7 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 74-2851603 |( ) |( ) |QUANTA SERVICES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-08520 4.000 EACH | 231.20000 924.80| | CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 20.000 MOS | 112.60000 2252.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 29206.00000 29206.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02240 40.000 SYS | 32.80000 1312.00| | PAVEMENT REMOVAL | | | 0011 202-02279 1038.000 LFT | 7.28000 7556.64| | CURB AND GUTTER, REMOVE | | | 0012 203-02020 494.000 CYS | 52.20000 25786.80| | EXCAVATION, UNCLASSIFIED | | | 0013 205-02237 10.000 EACH | 359.30000 3593.00| | TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 205-06937 600.000 LFT | 4.37000 2622.00| | TEMPORARY SILT FENCE | | | 0015 207-08262 779.000 SYS | 42.50000 33107.50| | SUBGRADE TREATMENT, TYPE I | | | 0016 210-08284 2.000 EACH | 1410.00000 2820.00| | EMERGENCY , PRE-EMPTOR | | | 0017 211-07454 39.000 CYS | 30.40000 1185.60| | STRUCTURAL BACKFILL | | | 0018 402-07434 35.000 TON | 188.20000 6587.00| | HMA SURFACE, TYPE C | | | 0019 402-07439 58.000 TON | 139.60000 8096.80| | HMA INTERMEDIATE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -8 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 74-2851603 |( ) |( ) |QUANTA SERVICES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07442 192.000 TON | 100.80000 19353.60| | HMA BASE, TYPE C | | | 0021 406-05520 4.000 TON | 60.70000 242.80| | ASPHALT FOR TACK COAT | | | 0023 604-91404 102.000 SYS | 58.30000 5946.60| | SIDEWALK, CONCRETE, 5 IN | | | 0024 605-06155 1077.000 LFT | 30.40000 32740.80| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0025 610-09108 200.000 SYS | 70.40000 14080.00| | PCCP FOR APPROACHES, 9 IN | | | 0026 621-01004 2.000 EACH | 1214.00000 2428.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06570 64.000 CYS | 78.90000 5049.60| | TOPSOIL | | | 0028 621-06575 572.000 SYS | 8.50000 4862.00| | SODDING, NURSERY | | | 0029 628-09401 5.000 MOS | 4101.00000 20505.00| | FIELD OFFICE, A | | | 0030 715-05596 14.000 LFT | 115.30000 1614.20| | PIPE EXTENSION, CIRCULAR, 18 IN | | | 0031 715-05756 23.000 LFT | 97.10000 2233.30| | PIPE EXTENSION, CIRCULAR, 12 IN | | | 0032 715-06568 9.000 LFT | 103.20000 928.80| | PIPE EXTENSION, CIRCULAR, 10 IN | | | 0033 720-44025 6.000 EACH | 607.00000 3642.00| | CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0034 720-45045 6.000 EACH | 2671.00000 16026.00| | INLET, J10 | | | 0035 801-03290 12.000 EACH | 116.50000 1398.00| | CONSTRUCTION SIGN, C | | | 0036 801-06640 20.000 EACH | 99.50000 1990.00| | CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP | 12110.00000 12110.00| | MAINTAINING TRAFFIC | | | 0038 802-04314 8.000 EACH | 1995.00000 15960.00| | SIGN , ILLUMINATED STREET NAME | | | 0039 805-01816 6.000 EACH | 1037.00000 6222.00| | SIGNAL SUPPORT FOUNDATION, 36 IN X 36 | | | IN X 96 IN | | | 0040 805-01842 16.000 EACH | 1103.00000 17648.00| | HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -9 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 74-2851603 |( ) |( ) |QUANTA SERVICES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 805-01844 2789.000 LFT | 20.20000 56337.80| | CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0042 805-02037 2.000 EACH | 7356.00000 14712.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 20FT | | | 0043 805-02069 1.000 EACH | 7976.00000 7976.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 25FT | | | 0044 805-02072 2.000 EACH | 8053.00000 16106.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT | | | 0045 805-02073 1.000 EACH | 8238.00000 8238.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 35FT | | | 0046 805-02152 8.000 EACH | 837.50000 6700.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0047 805-02389 1298.000 LFT | 2.09000 2712.82| | SIGNAL CABLE, 2C/14 | | | 0048 805-03979 4.000 EACH | 2712.00000 10848.00| | EMERGENCY VEHICLE PREEMPTION DETECTOR, | | | TWO CHANNEL, TWO DIRECTION | | | 0049 805-03985 464.000 LFT | 2.09000 969.76| | DETECTOR CABLE 3C 20GA. | | | 0050 805-05698 2.000 EACH | 1002.00000 2004.00| | SIGNAL SUPPORT FOUNDATION 2.5FT X 2. | | | 5FT X 7FT | | | 0051 805-08487 16.000 EACH | 183.50000 2936.00| | TRAFFIC SIGNAL BACKPLATE | | | 0052 805-78100 2.000 EACH | 8943.00000 17886.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0053 805-78205 8.000 EACH | 874.90000 6999.20| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0054 805-78230 8.000 EACH | 1167.00000 9336.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0055 805-78370 8.000 EACH | 330.00000 2640.00| | PEDESTRIAN PUSH BUTTON | | | 0056 805-78445 2.000 EACH | 2018.00000 4036.00| | SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -10 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 74-2851603 |( ) |( ) |QUANTA SERVICES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 805-78467 177.000 LFT | 3.52000 623.04| | SIGNAL CABLE, 3C 8GA | | | 0058 805-78470 5289.000 LFT | 0.16000 846.24| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0059 805-78480 3114.000 LFT | 1.95000 6072.30| | SIGNAL CABLE, 3C 14GA | | | 0060 805-78485 1431.000 LFT | 2.19000 3133.89| | SIGNAL CABLE, 5C 14GA | | | 0061 805-78490 1518.000 LFT | 2.45000 3719.10| | SIGNAL CABLE, 7C 14GA | | | 0062 805-78510 4029.000 LFT | 1.76000 7091.04| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0063 805-78785 16.000 EACH | 803.00000 12848.00| | SIGNAL DETECTOR HOUSING | | | 0064 805-78795 1701.000 LFT | 10.20000 17350.20| | SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0065 805-78925 2.000 EACH | 1074.00000 2148.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0066 805-92504 16.000 EACH | 110.40000 1766.40| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0067 807-86615 2.000 EACH | 1614.00000 3228.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0068 808-06368 366.000 LFT | 1.92000 702.72| | TRANSVERSE MARKING, REMOVE | | | 0069 808-06701 593.000 LFT | 0.74000 438.82| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0070 808-06703 1261.000 LFT | 0.73000 920.53| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-06716 7522.000 LFT | 0.46000 3460.12| | LINE, REMOVE | | | 0072 808-75245 2644.000 LFT | 0.73000 1930.12| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0073 808-75297 225.000 LFT | 4.39000 987.75| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0074 808-75300 394.000 LFT | 1.06000 417.64| | TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0075 808-75320 16.000 EACH | 37.60000 601.60| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/11 PAGE : 590 -11 TABULATION OF BIDS CALL ORDER : 590 CONTRACT ID : T -32969-A COUNTIES : LAKE LETTING DATE : 12/08/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 74-2851603 |( ) |( ) |QUANTA SERVICES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-75325 8.000 EACH | 52.20000 417.60| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0077 808-98796 66.000 LFT | 0.78000 51.48| | LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | | 2FT LINE, 4FT GAP | | | 0078 802-07059 8.000 EACH | 100.40000 803.20| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0079 201-52370 LUMP | 2900.00000 2900.00| | CLEARING RIGHT OF WAY | | | 0080 802-07060 2.000 EACH | 112.60000 225.20| | SIGN, SHEET, RELOCATE | | | 0081 802-09838 48.000 SFT | 40.60000 1948.80| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0082 805-02072 1.000 EACH | 8456.00000 8456.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT , COMBINATION STRUCTURE WITH 5 FT. | | | 0083 805-02069 1.000 EACH | 8238.00000 8238.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 25FT , COMBINATION STRUCTURE WITH 5 FT | | | 0084 604-07900 45.000 SYS | 170.00000 7650.00| | CURB RAMP, CONCRETE, F | | | 0085 604-07902 45.000 SYS | 157.80000 7101.00| | CURB RAMP, CONCRETE, H | | | SECTION TOTALS | $ 586,551.21| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 586,551.21| $ 0.00| $ ====================================================================================================================================