INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0651139 0651139 0651139 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 14,566,000.00 100.0000% 2 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 17,617,977.71 120.9527% 3 99-9996255 RIETH RILEY/BEATY/GRADEX J/V $ 19,295,256.71 132.4677% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT - STR I-65-6-8410, CONTINUOUS PRESTRESSED CONCRETE BULB T, 3 SPANS, TOTAL O.092 m | | | 0001 105-06845 LUMP| 206000.00000 206000.00| 168000.00000 168000.00| 190000.00000 190000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06964 LUMP| 1500.00000 1500.00| 3850.00000 3850.00| 9800.00000 9800.00 CONTRACT ADMINISTRATION , AERIAL | | | PHOTOGRAPHY | | | 0003 105-07039 24.000 MOS | 1400.00000 33600.00| 2000.00000 48000.00| 2600.00000 62400.00 FIELD OFFICE, B | | | 0004 108-01614 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| 7500.00000 7500.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 699001.40000 699001.40| 880500.00000 880500.00| 960000.00000 960000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 216000.00000 216000.00| 356000.00000 356000.00| 450000.00000 450000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 57744.000 m2 | 3.00000 173232.00| 5.14000 296804.16| 8.46000 488514.24 PAVEMENT, REMOVE | | | 0008 202-02241 924.000 m | 11.00000 10164.00| 7.60000 7022.40| 4.85000 4481.40 GUARDRAIL, REMOVE | | | 0009 202-03783 18.000 EACH| 165.73000 2983.14| 311.51000 5607.18| 150.35000 2706.30 SIGN, PANEL, REMOVE | | | 0010 202-04089 33.000 EACH| 82.86000 2734.38| 48.18000 1589.94| 75.18000 2480.94 SIGN, SHEET, REMOVE | | | 0011 202-51330 LUMP| 170000.00000 170000.00| 170000.00000 170000.00| 474653.00000 474653.00 PRESENT STRUCTURE, REMOVE | | | 0012 202-51368 495.000 m2 | 10.00000 4950.00| 20.00000 9900.00| 50.00000 24750.00 SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-60820 200.000 m2 | 8.00000 1600.00| 9.00000 1800.00| 20.00000 4000.00 SURFACE MILLING, ASPHALT | | | 0014 202-74055 4.000 EACH| 1228.64000 4914.56| 1913.22000 7652.88| 1166.19000 4664.76 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0015 202-93483 2.000 EACH| 414.32000 828.64| 177.67000 355.34| 375.89000 751.78 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0016 202-93974 2.000 EACH| 1228.64000 2457.28| 706.67000 1413.34| 1166.19000 2332.38 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0017 202-94954 15.000 m | 100.00000 1500.00| 150.00000 2250.00| 84.00000 1260.00 BARRIER WALL, CONCRETE, REMOVE | | | 0019 205-03371 1000.000 m3 | 8.00000 8000.00| 6.30000 6300.00| 6.00000 6000.00 SEDIMENT REMOVE | | | 0020 205-06931 276.000 Mg | 35.00000 9660.00| 27.25000 7521.00| 24.00000 6624.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 72.000 EACH| 50.00000 3600.00| 50.00000 3600.00| 54.00000 3888.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06936 18.100 Mg | 33.00000 597.30| 27.25000 493.23| 25.00000 452.50 TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 1270.000 m | 4.90000 6223.00| 4.90000 6223.00| 5.50000 6985.00 TEMPORARY SILT FENCE | | | 0024 205-06938 945.000 m | 4.00000 3780.00| 4.50000 4252.50| 30.00000 28350.00 TEMPORARY SLOPE DRAIN | | | 0025 206-51220 2138.000 m3 | 24.00000 51312.00| 16.00000 34208.00| 27.55000 58901.90 EXCAVATION, WET | | | 0026 206-51225 593.000 m3 | 23.00000 13639.00| 16.00000 9488.00| 15.00000 8895.00 EXCAVATION, DRY | | | 0027 206-51235 LUMP| 225000.00000 225000.00| 261000.00000 261000.00| 185000.00000 185000.00 COFFERDAM | | | 0028 211-02060 3506.000 m3 | 24.00000 84144.00| 20.43000 71627.58| 26.00000 91156.00 B BORROW FOR STRUCTURE BACKFILL | | | 0029 211-06467 225.000 m3 | 80.00000 18000.00| 50.00000 11250.00| 39.00000 8775.00 AGGREGATE FOR END BENT BACKFILL | | | 0030 215-07043 73725.000 m2 | 1.00000 73725.00| 2.93000 216014.25| 3.55000 261723.75 CHEMICAL MODIFICATION, SOILS | | | 0031 303-52308 107307.000 Mg | 10.00000 1073070.00| 9.22000 989370.54| 12.13000 1301633.91 COMPACTED AGGREGATE, O, 53 | | | 0032 304-06464 32486.000 m3 | 27.50000 893365.00| 30.10000 977828.60| 32.31000 1049622.66 SUBBASE FOR PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 305-05206 2500.000 Mg | 38.00000 95000.00| 85.50000 213750.00| 90.75000 226875.00 WIDENING WITH HMA , QC/QA | | | 0035 501-04635 12108.000 m | 0.58000 7022.64| 0.73000 8838.84| 2.95000 35718.60 MILLED CONCRETE SHOULDER CORRUGATIONS | | | 0036 501-06266 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 9500.00000 9500.00 PROFILOGRAPH, PCCP | | | 0037 501-06323 884.000 m2 | 31.00000 27404.00| 31.13000 27518.92| 31.81000 28120.04 QC/QA PCCP, 300 mm | | | 0038 501-06727 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 7000.00000 7000.00 CORING, PCCP | | | 0039 501-07218 135298.000 m2 | 29.00000 3923642.00| 32.72000 4426950.56| 30.85000 4173943.30 QC/QA, PRS, PCCP, 375 mm | | | 0040 503-03489 466.000 EACH| 10.00000 4660.00| 10.00000 4660.00| 10.47000 4879.02 RETROFITTED TIE BARS | | | 0041 503-05240 16278.000 m | 22.00000 358116.00| 16.90000 275098.20| 23.14000 376672.92 D-1 CONTRACTION JOINT | | | 0042 503-05310 106.000 m | 290.00000 30740.00| 392.00000 41552.00| 350.00000 37100.00 TERMINAL JOINT | | | 0043 601-01115 3.800 m | 110.00000 418.00| 78.85000 299.63| 84.00000 319.20 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0044 601-01522 3.000 EACH| 1400.00000 4200.00| 959.50000 2878.50| 1200.00000 3600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-05999 6.000 EACH| 40.00000 240.00| 28.50000 171.00| 40.00000 240.00 CURVED TERMINAL END | | | 0046 601-07024 16.000 EACH| 100.00000 1600.00| 6365.00000 101840.00| 9600.00000 153600.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0047 601-94689 9.000 EACH| 2000.00000 18000.00| 1862.00000 16758.00| 2025.00000 18225.00 GUARDRAIL END TREATMENT, OS | | | 0048 601-99105 1633.530 m | 30.00000 49005.90| 31.35000 51211.17| 29.00000 47372.37 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0049 601-99106 7.620 m | 70.00000 533.40| 68.88000 524.87| 54.00000 411.48 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0050 602-06032 112.000 m | 155.00000 17360.00| 139.00000 15568.00| 152.91000 17125.92 BARRIER, MEDIAN, CONCRETE | | | 0051 602-06646 8000.000 m | 5.00000 40000.00| 72.25000 578000.00| 49.20000 393600.00 TEMPORARY CONCRETE BARRIER | | | 0052 602-06729 576.000 EACH| 6.00000 3456.00| 5.94000 3421.44| 8.25000 4752.00 BARRIER DELINEATOR | | | 0053 602-06945 2807.000 m | 135.00000 378945.00| 139.00000 390173.00| 170.37000 478228.59 BARRIER, CONCRETE, 1145 mm | | | 0054 603-06045 4694.300 m | 24.90000 116888.07| 30.40000 142706.72| 23.80000 111724.34 FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 610-06263 1689.000 m2 | 49.00000 82761.00| 65.00000 109785.00| 57.00000 96273.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 375 mm | | | 0056 615-06505 3.000 EACH| 375.00000 1125.00| 418.00000 1254.00| 425.00000 1275.00 MONUMENT, B | | | 0057 615-06510 6.000 EACH| 320.00000 1920.00| 323.00000 1938.00| 395.00000 2370.00 MONUMENT, C | | | 0058 615-06515 31.000 EACH| 150.00000 4650.00| 104.50000 3239.50| 120.00000 3720.00 MONUMENT, D | | | 0059 616-02320 7501.000 m2 | 1.25000 9376.25| 2.15000 16127.15| 2.20000 16502.20 GEOTEXTILES | | | 0060 616-06405 4713.000 Mg | 13.00000 61269.00| 16.00000 75408.00| 22.00000 103686.00 RIPRAP, REVETMENT | | | 0062 621-06545 15.600 Mg | 475.00000 7410.00| 475.00000 7410.00| 508.00000 7924.80 FERTILIZER | | | 0063 621-06553 2200.000 kg | 6.50000 14300.00| 6.50000 14300.00| 6.95000 15290.00 SEED MIXTURE, R | | | 0064 621-06554 55.000 kg | 7.15000 393.25| 7.15000 393.25| 7.70000 423.50 SEED MIXTURE, U | | | 0065 621-06557 950.000 kg | 3.40000 3230.00| 3.40000 3230.00| 3.64000 3458.00 SEED MIXTURE, T | | | 0066 621-06565 80.000 Mg | 435.00000 34800.00| 435.00000 34800.00| 465.00000 37200.00 MULCHING MATERIAL | | | 0067 621-06574 1009.000 m2 | 3.30000 3329.70| 5.30000 5347.70| 3.54000 3571.86 SODDING | | | 0068 701-02936 1139.000 m | 135.00000 153765.00| 140.00000 159460.00| 122.00000 138958.00 PILE, STEEL H, HP 360 X 132 | | | 0069 701-91792 188.000 EACH| 63.00000 11844.00| 70.00000 13160.00| 100.00000 18800.00 PILE TIP, STEEL H | | | 0070 702-04883 470.000 kg | 10.50000 4935.00| 7.00000 3290.00| 12.00000 5640.00 DRAIN PIPE, DUCTILE IRON, 150mm | | | 0071 702-51005 1619.300 m3 | 335.00000 542465.50| 325.00000 526272.50| 388.00000 628288.40 CONCRETE, A, SUBSTRUCTURE | | | 0072 702-51015 318.100 m3 | 295.00000 93839.50| 300.00000 95430.00| 240.00000 76344.00 CONCRETE, B, FOOTINGS | | | 0073 702-51110 1461.000 kg | 5.50000 8035.50| 4.50000 6574.50| 4.50000 6574.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0074 702-51863 310.000 EACH| 8.00000 2480.00| 10.00000 3100.00| 10.00000 3100.00 FIELD DRILLED HOLE IN CONCRETE | | | 0075 702-90915 28.200 m3 | 515.00000 14523.00| 500.00000 14100.00| 600.00000 16920.00 CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 703-51030 90933.000 kg | 0.98000 89114.34| 1.10000 100026.30| 1.05000 95479.65 REINFORCING STEEL | | | 0077 703-51032 308586.000 kg | 1.14000 351788.04| 1.25000 385732.50| 1.25000 385732.50 REINFORCING STEEL, EPOXY COATED | | | 0078 703-97936 2178.000 EACH| 8.00000 17424.00| 14.00000 30492.00| 7.00000 15246.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0079 704-05892 1281.700 m3 | 295.00000 378101.50| 325.00000 416552.50| 550.00000 704935.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0080 704-51002 90.600 m3 | 925.00000 83805.00| 700.00000 63420.00| 1250.00000 113250.00 CONCRETE, C, SUPERSTRUCTURE | | | 0081 706-05734 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0082 706-51020 113.200 m3 | 390.00000 44148.00| 425.00000 48110.00| 440.00000 49808.00 CONCRETE, C, RAILING | | | 0083 707-05987 1569.311 m | 450.00000 706189.95| 415.93000 652723.52| 475.00000 745422.73 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | 0084 709-51821 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 27000.00000 27000.00 SURFACE SEAL | | | 0085 714-01634 64.900 m | 700.00000 45430.00| 975.00000 63277.50| 1135.00000 73661.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0086 715-02246 8.000 EACH| 970.00000 7760.00| 1143.00000 9144.00| 1300.00000 10400.00 PIPE END SECTION, 1200 mm | | | 0087 715-04612 551.000 m | 20.00000 11020.00| 29.50000 16254.50| 18.60000 10248.60 PIPE , UNDERDRAIN OUTLET, 200 mm | | | 0088 715-04629 1.000 EACH| 600.00000 600.00| 800.00000 800.00| 700.00000 700.00 PIPE END SECTION, MIN. AREA . 82 m2 | | | 0089 715-05019 43.000 m | 142.00000 6106.00| 170.95000 7350.85| 199.00000 8557.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0090 715-05024 74.600 m | 142.00000 10593.20| 182.25000 13595.85| 199.00000 14845.40 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0091 715-05048 6973.000 m | 7.75000 54040.75| 6.40000 44627.20| 9.60000 66940.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0092 715-05049 2816.000 m | 10.00000 28160.00| 9.00000 25344.00| 15.50000 43648.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0093 715-05053 1001.000 m | 16.00000 16016.00| 28.70000 28728.70| 13.95000 13963.95 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0094 715-05121 202.200 m | 69.00000 13951.80| 94.10000 19027.02| 103.00000 20826.60 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0095 715-05122 51.100 m | 80.00000 4088.00| 108.65000 5552.02| 120.00000 6132.00 PIPE, TYPE 1, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 715-05128 122.400 m | 220.00000 26928.00| 367.45000 44975.88| 284.00000 34761.60 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0097 715-05151 22.600 m | 63.00000 1423.80| 71.25000 1610.25| 94.00000 2124.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0098 715-05152 995.000 m | 69.00000 68655.00| 83.20000 82784.00| 103.00000 102485.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0099 715-05153 84.500 m | 80.00000 6760.00| 115.40000 9751.30| 120.00000 10140.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0100 715-05154 59.600 m | 85.00000 5066.00| 119.75000 7137.10| 130.00000 7748.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0101 715-05233 10.000 m | 140.00000 1400.00| 178.75000 1787.50| 250.00000 2500.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0102 715-05241 96.700 m | 350.00000 33845.00| 377.20000 36475.24| 506.00000 48930.20 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0103 715-05407 174.000 m | 11.00000 1914.00| 18.00000 3132.00| 10.50000 1827.00 PIPE, END BENT DRAIN, 150 mm | | | 0104 715-05422 4.300 m | 50.00000 215.00| 170.60000 733.58| 400.00000 1720.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0105 715-06471 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| 700.00000 1400.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0106 715-26738 1.000 EACH| 18000.00000 18000.00| 14750.00000 14750.00| 27525.00000 27525.00 GRATED BOX END SECTION, II, 10:1, 1350 | | | mm | | | 0107 715-26772 3.000 EACH| 4200.00000 12600.00| 5655.00000 16965.00| 5000.00000 15000.00 GRATED BOX END SECTION, I, 6:1, 600 mm | | | 0108 715-46010 15.000 EACH| 250.00000 3750.00| 420.00000 6300.00| 450.00000 6750.00 PIPE END SECTION, 450 mm | | | 0109 715-46015 1.000 EACH| 280.00000 280.00| 430.00000 430.00| 600.00000 600.00 PIPE END SECTION, 525 mm | | | 0110 715-46020 1.000 EACH| 420.00000 420.00| 560.00000 560.00| 700.00000 700.00 PIPE END SECTION, 600 mm | | | 0111 715-46040 5.000 EACH| 770.00000 3850.00| 940.00000 4700.00| 1425.00000 7125.00 PIPE END SECTION, 900 mm | | | 0112 715-97403 1.000 EACH| 2700.00000 2700.00| 3827.00000 3827.00| 2815.00000 2815.00 GRATED BOX END SECTION, I, 6:1, 375 mm | | | 0113 715-97557 4.000 EACH| 2700.00000 10800.00| 3827.00000 15308.00| 3030.00000 12120.00 GRATED BOX END SECTION, I, 6:1, 450 mm | | | 0114 715-97688 1.000 EACH| 5700.00000 5700.00| 8775.00000 8775.00| 7800.00000 7800.00 GRATED BOX END SECTION, II, 10:1, 600 mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 715-97693 5.000 EACH| 8900.00000 44500.00| 14750.00000 73750.00| 13150.00000 65750.00 GRATED BOX END SECTION, II, 10:1, 900 mm| | | 0116 715-98974 1.000 EACH| 5800.00000 5800.00| 10490.00000 10490.00| 8450.00000 8450.00 GRATED BOX END SECTION, II, 6:1, 900 mm | | | 0117 715-99044 2.000 EACH| 2700.00000 5400.00| 3855.00000 7710.00| 3500.00000 7000.00 GRATED BOX END SECTION, II, 6:1, 450 mm | | | 0120 718-06528 75.000 EACH| 440.00000 33000.00| 610.00000 45750.00| 600.00000 45000.00 OUTLET PROTECTOR, 1 | | | 0121 718-06529 4.000 EACH| 430.00000 1720.00| 550.00000 2200.00| 500.00000 2000.00 OUTLET PROTECTOR, 2 | | | 0122 718-06531 1.000 EACH| 330.00000 330.00| 500.00000 500.00| 1000.00000 1000.00 OUTLET PROTECTOR, 3 | | | 0123 718-52610 2576.000 m3 | 22.00000 56672.00| 22.30000 57444.80| 32.40000 83462.40 AGGREGATE FOR UNDERDRAINS | | | 0124 718-99153 18143.000 m2 | 0.75000 13607.25| 0.70000 12700.10| 1.00000 18143.00 GEOTEXTILES FOR UNDERDRAIN | | | 0125 720-44030 3.000 EACH| 520.00000 1560.00| 680.00000 2040.00| 1000.00000 3000.00 CASTING, 5, FURNISH AND ADJUST TO GRADE | | | 0126 720-45041 11.000 EACH| 3800.00000 41800.00| 2840.00000 31240.00| 1950.00000 21450.00 INLET, H5 | | | 0127 720-45041 1.000 EACH| 700.00000 700.00| 2840.00000 2840.00| 2850.00000 2850.00 INLET, H5 , RESET | | | 0128 720-45141 21.000 EACH| 3800.00000 79800.00| 5335.00000 112035.00| 2000.00000 42000.00 INLET, H5, MODIFIED | | | 0129 720-45410 1.000 EACH| 1400.00000 1400.00| 1440.00000 1440.00| 1560.00000 1560.00 MANHOLE, C4 | | | 0130 720-45425 2.000 EACH| 3800.00000 7600.00| 12180.00000 24360.00| 9085.00000 18170.00 MANHOLE, F4 | | | 0131 720-94906 8.000 EACH| 2500.00000 20000.00| 2667.00000 21336.00| 1850.00000 14800.00 INLET, X5 | | | 0132 724-51925 136.200 m | 300.00000 40860.00| 325.00000 44265.00| 265.50000 36161.10 STRUCTURAL EXPANSION JOINT, SS | | | 0135 801-04308 12.000 EACH| 490.00000 5880.00| 825.00000 9900.00| 854.70000 10256.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0136 801-06203 15800.000 m | 0.40000 6320.00| 0.25000 3950.00| 0.26000 4108.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0137 801-06207 25500.000 m | 1.75000 44625.00| 2.80000 71400.00| 2.90000 73950.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0138 801-06469 18000.000 m | 0.30000 5400.00| 5.10000 91800.00| 5.28000 95040.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 801-06586 320.000 m | 0.65000 208.00| 0.50000 160.00| 0.52000 166.40 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0140 801-06605 33.000 EACH| 169.00000 5577.00| 195.00000 6435.00| 202.02000 6666.66 BARRICADE, IIIA | | | 0141 801-06625 5.000 EACH| 175.00000 875.00| 365.00000 1825.00| 378.14000 1890.70 DETOUR ROUTE MARKER ASSEMBLY | | | 0142 801-06640 77.000 EACH| 159.00000 12243.00| 205.00000 15785.00| 212.38000 16353.26 CONSTRUCTION SIGN, A | | | 0143 801-06649 1200.000 EACH| 3.75000 4500.00| 6.00000 7200.00| 6.22000 7464.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0144 801-06710 1000.000 DAY | 13.00000 13000.00| 10.00000 10000.00| 12.43000 12430.00 FLASHING ARROW SIGN | | | 0145 801-06775 LUMP| 100000.00000 100000.00| 263500.00000 263500.00| 280000.00000 280000.00 MAINTAINING TRAFFIC | | | 0146 801-09133 8.000 EACH| 8800.00000 70400.00| 7500.00000 60000.00| 11396.00000 91168.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0147 802-02293 5.200 m3 | 466.82000 2427.46| 739.63000 3846.08| 442.59000 2301.47 CONCRETE, SIGN FOUNDATION | | | 0148 802-02475 20.000 EACH| 920.69000 18413.80| 954.92000 19098.40| 889.81000 17796.20 SIGN, PANEL, REMOVE AND RELOCATE | | | 0149 802-02849 1.000 EACH| 220.73000 220.73| 224.40000 224.40| 207.33000 207.33 SIGN BRACKET, TOP OF WALL MOUNTED | | | 0150 802-04314 16.000 EACH| 99.32000 1589.12| 102.10000 1633.60| 93.51000 1496.16 SIGN , SURVEY MONUMENT | | | 0151 802-04893 8.000 EACH| 264.87000 2118.96| 118.54000 948.32| 248.81000 1990.48 REFERENCE POST | | | 0152 802-05701 28.700 m | 38.03000 1091.46| 32.25000 925.58| 37.05000 1063.34 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0153 802-05702 166.600 m | 28.68000 4778.09| 33.43000 5569.44| 27.36000 4558.18 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0154 802-07053 5.000 EACH| 7200.00000 36000.00| 9911.14000 49555.70| 10036.32000 50181.60 BOX TRUSS SIGN STRUCTURE FOUNDATION | | | BARRIER WALL TYPE I | | | 0155 802-07053 2.000 EACH| 7200.00000 14400.00| 9911.14000 19822.28| 10036.33000 20072.66 BOX TRUSS SIGN STRUCTURE FOUNDATION | | | BARRIER WALL TYPE II | | | 0156 802-07053 4.000 EACH| 4500.00000 18000.00| 3373.55000 13494.20| 7444.44000 29777.76 BOX TRUSS SIGN STRUCTURE FOUNDATION | | | MEDIAN TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 802-07053 2.000 EACH| 4500.00000 9000.00| 3373.55000 6747.10| 7444.44000 14888.88 BOX TRUSS SIGN STRUCTURE FOUNDATION | | | MEDIAN TYPE II | | | 0158 802-07053 1.000 EACH| 3500.00000 3500.00| 2960.45000 2960.45| 5433.76000 5433.76 BOX TRUSS SIGN STRUCTURE FOUNDATION | | | SHOULDER | | | 0159 802-07101 7.000 EACH| 14853.64000 103975.48| 14511.95000 101583.65| 15281.68000 106971.76 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0160 802-07137 6.000 EACH| 181.67000 1090.02| 242.67000 1456.02| 170.41000 1022.46 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0161 802-07138 4.000 EACH| 181.34000 725.36| 242.67000 970.68| 170.07000 680.28 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0162 802-07151 14.000 EACH| 181.84000 2545.76| 242.67000 3397.38| 170.59000 2388.26 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0163 802-76015 401.790 m2 | 131.66000 52899.67| 144.46000 58042.58| 133.64000 53695.22 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0164 802-76025 1.400 m2 | 84.34000 118.08| 124.97000 174.96| 84.94000 118.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0165 802-76035 60.590 m2 | 90.67000 5493.70| 130.36000 7898.51| 91.50000 5543.99 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0166 802-76050 2.000 EACH| 248.37000 496.74| 118.54000 237.08| 231.71000 463.42 MILEPOST | | | 0167 802-76055 6.800 m | 89.75000 610.30| 19.39000 131.85| 81.99000 557.53 SIGN POST, A | | | 0168 802-76065 24.000 m | 11.03000 264.72| 17.45000 418.80| 10.58000 253.92 SIGN POST, B | | | 0169 802-76095 1894.200 kg | 4.52000 8561.78| 4.32000 8182.94| 4.45000 8429.19 STRUCTURAL STEEL, BREAKAWAY | | | 0170 802-76110 5.000 EACH| 30255.93000 151279.65| 30295.90000 151479.50| 31025.06000 155125.30 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0171 802-94674 2.000 EACH| 744.32000 1488.64| 448.12000 896.24| 717.77000 1435.54 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0172 803-02310 488.000 kg | 3.09000 1507.92| 0.86000 419.68| 2.90000 1415.20 REINFORCING STEEL, SIGN FOUNDATION | | | 0173 803-76140 1.000 EACH| 15357.29000 15357.29| 13835.48000 13835.48| 15696.76000 15696.76 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0174 803-76175 5.400 m | 515.47000 2783.54| 559.65000 3022.11| 514.39000 2777.71 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0175 804-06771 105.000 EACH| 20.00000 2100.00| 24.70000 2593.50| 22.00000 2310.00 DELINEATOR POST, FLEXIBLE | | | 0176 805-01652 840.000 m | 3.29000 2763.60| 5.12000 4300.80| 3.13000 2629.20 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0177 805-06592 375.000 m | 24.99000 9371.25| 45.64000 17115.00| 30.00000 11250.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0178 805-06595 430.000 m | 10.27000 4416.10| 14.76000 6346.80| 20.00000 8600.00 CONDUIT, PVC, 50 mm | | | 0179 805-86805 1.000 EACH| 2643.53000 2643.53| 1779.84000 1779.84| 2667.43000 2667.43 SERVICE POINT, I | | | 0180 805-86810 2.000 EACH| 3413.53000 6827.06| 2980.11000 5960.22| 3465.15000 6930.30 SERVICE POINT, II | | | 0181 805-86820 47.000 EACH| 628.46000 29537.62| 848.98000 39902.06| 608.40000 28594.80 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0182 805-86889 1760.000 m | 1.55000 2728.00| 0.59000 1038.40| 1.46000 2569.60 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0183 805-86920 114.000 EACH| 8.94000 1019.16| 14.62000 1666.68| 8.41000 958.74 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0184 805-86925 16.000 EACH| 18.85000 301.60| 19.06000 304.96| 18.25000 292.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0185 805-86930 64.000 EACH| 7.73000 494.72| 13.62000 871.68| 7.16000 458.24 INSULATING LINK, NOT WATERPROOFED | | | 0186 805-86935 16.000 EACH| 18.47000 295.52| 15.20000 243.20| 17.86000 285.76 INSULATING LINK, WATERPROOFED | | | 0187 805-86955 8.000 EACH| 204.23000 1633.84| 110.91000 887.28| 190.24000 1521.92 CABLE DUCT MARKER | | | 0188 805-96014 63.000 m | 9.00000 567.00| 10.00000 630.00| 12.95000 815.85 SAW CUT, FULL DEPTH | | | 0189 805-98335 3900.000 m | 14.96000 58344.00| 13.78000 53742.00| 14.13000 55107.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0190 805-98336 160.000 m | 14.96000 2393.60| 23.75000 3800.00| 14.13000 2260.80 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 807-02191 4.000 EACH| 341.87000 1367.48| 544.69000 2178.76| 328.58000 1314.32 HANDHOLE, LIGHTING | | | 0192 807-02603 49.000 EACH| 429.55000 21047.95| 699.52000 34276.48| 396.79000 19442.71 LIGHT STANDARD, RELOCATE | | | 0193 807-04309 1.000 EACH| 2172.86000 2172.86| 1938.00000 1938.00| 2240.42000 2240.42 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0194 807-04652 1.000 EACH| 1325.10000 1325.10| 592.42000 592.42| 1223.43000 1223.43 SERVICE POINT , TYPE II, MODIFY, | | | EXISTING | | | 0195 807-04744 LUMP| 30000.00000 30000.00| 7458.44000 7458.44| 29754.97000 29754.97 LIGHTING , ROADWAY, EXISTING, | | | MAINTENANCE | | | 0196 807-82017 1.000 EACH| 927.64000 927.64| 834.47000 834.47| 854.35000 854.35 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0197 807-82400 1.000 EACH| 13255.87000 13255.87| 14966.60000 14966.60| 13707.48000 13707.48 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0198 807-85814 4.000 EACH| 1128.37000 4513.48| 1103.97000 4415.88| 1143.39000 4573.56 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, BREAKAWAY BASE | | | 0199 807-86620 49.000 EACH| 236.86000 11606.14| 190.53000 9335.97| 234.73000 11501.77 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0200 807-86665 6.000 EACH| 495.36000 2972.16| 526.37000 3158.22| 502.53000 3015.18 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0201 807-86800 3.000 EACH| 385.36000 1156.08| 317.49000 952.47| 388.57000 1165.71 LUMINAIRE, SIGN, MERCURY VAPOR WITH | | | GLARE SHIELD AND VANDAL SHIELD, 250 WATT| | | 0202 807-86830 1.000 EACH| 4737.29000 4737.29| 6304.81000 6304.81| 4694.44000 4694.44 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0203 807-86910 49.000 EACH| 31.94000 1565.06| 30.67000 1502.83| 31.82000 1559.18 CONNECTOR KIT, UNFUSED | | | 0204 807-86915 49.000 EACH| 33.04000 1618.96| 31.76000 1556.24| 32.96000 1615.04 CONNECTOR KIT, FUSED | | | 0205 807-86950 59.000 EACH| 58.52000 3452.68| 29.99000 1769.41| 54.22000 3198.98 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0206 808-03631 6590.000 m | 1.80000 11862.00| 1.55000 10214.50| 2.02000 13311.80 LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0207 808-03632 6574.000 m | 1.80000 11833.20| 1.55000 10189.70| 2.02000 13279.48 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0208 808-05534 2189.000 m | 4.00000 8756.00| 3.10000 6785.90| 4.04000 8843.56 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0209 808-05535 270.000 m | 20.00000 5400.00| 28.00000 7560.00| 36.26000 9790.20 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0210 808-06965 LUMP| 25000.00000 25000.00| 26000.00000 26000.00| 26936.00000 26936.00 LINE, REMOVE | | | 0211 808-74811 4651.000 m | 3.00000 13953.00| 1.95000 9069.45| 2.54000 11813.54 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0212 808-75994 65.000 EACH| 12.50000 812.50| 22.00000 1430.00| 12.95000 841.75 PRISMATIC REFLECTOR | | | 0213 808-75996 190.000 EACH| 5.00000 950.00| 5.00000 950.00| 10.36000 1968.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0214 808-75998 869.000 EACH| 21.00000 18249.00| 19.50000 16945.50| 21.76000 18909.44 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0215 105-04655 24.000 MOS | 340.00000 8160.00| 350.00000 8400.00| 327.00000 7848.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0216 203-02000 151000.000 m3 | 2.50000 377500.00| 6.82000 1029820.00| 7.40000 1117400.00 EXCAVATION, COMMON | | | 0217 801-06640 20.000 EACH| 155.00000 3100.00| 205.00000 4100.00| 212.38000 4247.60 CONSTRUCTION SIGN, A , WORKSITE SPEED | | | LIMIT, 45 MPH | | | 0218 621-01004 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| 350.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0219 616-51367 752.000 m2 | 72.00000 54144.00| 80.00000 60160.00| 95.00000 71440.00 SLOPEWALL, CONCRETE, 100 mm | | | 0220 805-05406 1.000 EACH| 31650.14000 31650.14| 26673.41000 26673.41| 30442.28000 30442.28 DATA COLLECTION SITE , 6 LANE | | | 0221 716-90322 100.800 m | 740.00000 74592.00| 1238.00000 124790.40| 1324.67000 133526.74 PIPE, JACKED, 900 mm | | | 0222 716-99464 193.000 m | 1450.00000 279850.00| 1493.00000 288149.00| 1597.51000 308319.43 PIPE, JACKED, 1200 mm | | | 0223 802-76110 2.000 EACH| 38835.93000 77671.86| 42076.90000 84153.80| 39913.94000 79827.88 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | , SPECIAL DESIGN | | | 0224 802-04314 1.000 EACH| 938.64000 938.64| 1011.02000 1011.02| 865.74000 865.74 SIGN , OVERHEAD, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 125 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,657,817.03 ROUTE : I-65 CALL ORDER : 125 CONTRACT ID : R -25715-A COUNTIES : CLARK LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0175870 |(3) 99-9996255 |GOHMANN ASPHALT & CONSTR., I|BERNS CONSTRUCTION COMPANY I|RIETH RILEY/BEATY/GRADEX J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 14,566,000.00| $ 17,617,977.71| $ 19,295,256.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,566,000.00| $ 17,617,977.71| $ 19,295,256.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,965.40 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : B -24455-A COUNTIES : JACKSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4936001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 625,943.90 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 688,499.52 109.9938% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 696,179.05 111.2206% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 705,714.35 112.7440% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. 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| 3500.00000 3500.00| 5000.00000 5000.00| 9200.00000 9200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1000.00000 8000.00| 1600.00000 12800.00| 1600.00000 12800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 30750.00000 30750.00| 34000.00000 34000.00| 34800.00000 34800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 334.000 m2 | 17.50000 5845.00| 27.00000 9018.00| 25.00000 8350.00 PAVEMENT, REMOVE | | | 0005 202-02241 184.000 m | 5.50000 1012.00| 8.80000 1619.20| 2.60000 478.40 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 77500.00000 77500.00| 84000.00000 84000.00| 62600.00000 62600.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 309.000 m2 | 6.00000 1854.00| 8.00000 2472.00| 4.60000 1421.40 SURFACE MILLING, ASPHALT | | | 0008 406-05521 1717.000 m2 | 0.10000 171.70| 0.50000 858.50| 0.10000 171.70 ASPHALT FOR TACK COAT | | | 0009 502-06329 124.000 m2 | 52.50000 6510.00| 70.00000 8680.00| 85.00000 10540.00 PCCP, 300 mm | | | 0010 503-05240 20.000 m | 24.00000 480.00| 33.00000 660.00| 75.00000 1500.00 D-1 CONTRACTION JOINT | | | 0011 503-05310 14.000 m | 240.00000 3360.00| 390.00000 5460.00| 450.00000 6300.00 TERMINAL JOINT | | | 0012 601-01522 4.000 EACH| 1170.00000 4680.00| 1120.00000 4480.00| 1260.00000 5040.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-01700 1.000 EACH| 1500.00000 1500.00| 1400.00000 1400.00| 1675.00000 1675.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,965.40 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : B -24455-A COUNTIES : JACKSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-04746 1.000 EACH| 5000.00000 5000.00| 7000.00000 7000.00| 5475.00000 5475.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-93346 1.000 EACH| 100.00000 100.00| 70.00000 70.00| 70.00000 70.00 GUARDRAIL CONNECTOR, AS | | | 0016 601-94689 1.000 EACH| 2150.00000 2150.00| 1975.00000 1975.00| 2350.00000 2350.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 1159.000 m | 27.90000 32336.10| 26.40000 30597.60| 35.00000 40565.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 326.000 m | 49.50000 16137.00| 100.00000 32600.00| 87.00000 28362.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 265.000 m | 48.00000 12720.00| 85.00000 22525.00| 85.00000 22525.00 TEMPORARY CONCRETE BARRIER | | | 0020 602-06729 8.000 EACH| 10.00000 80.00| 10.00000 80.00| 7.00000 56.00 BARRIER DELINEATOR | | | 0021 610-05527 880.000 Mg | 55.00000 48400.00| 60.00000 52800.00| 59.75000 52580.00 HMA FOR APPROACHES | | | 0022 610-06259 202.000 m2 | 57.50000 11615.00| 62.00000 12524.00| 75.00000 15150.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0023 610-06460 72.000 Mg | 22.50000 1620.00| 25.00000 1800.00| 23.50000 1692.00 COMPACTED AGGREGATE, O | | | 0024 621-01004 2.000 EACH| 350.00000 700.00| 300.00000 600.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1200.000 m2 | 1.00000 1200.00| 0.72000 864.00| 0.75000 900.00 MULCHED SEEDING, R | | | 0026 703-01540 40.000 EACH| 7.50000 300.00| 10.00000 400.00| 8.50000 340.00 THREADED TIE BAR ASSEMBLY | | | 0027 703-51030 2869.000 kg | 1.25000 3586.25| 1.40000 4016.60| 1.00000 2869.00 REINFORCING STEEL | | | 0028 703-51032 33149.000 kg | 1.35000 44751.15| 1.50000 49723.50| 1.10000 36463.90 REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 1500.000 EACH| 8.50000 12750.00| 9.00000 13500.00| 10.50000 15750.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 247.600 m3 | 525.00000 129990.00| 550.00000 136180.00| 680.00000 168368.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-91957 284.000 m | 100.00000 28400.00| 103.00000 29252.00| 63.00000 17892.00 BRIDGE RAILING, THRIE BEAM NESTED | | | 0033 708-51813 29.000 m2 | 825.00000 23925.00| 675.00000 19575.00| 845.00000 24505.00 PNEUMATICALLY PLACED MORTAR | | | 0034 709-51821 LUMP| 5700.00000 5700.00| 6000.00000 6000.00| 6000.00000 6000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,965.40 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : B -24455-A COUNTIES : JACKSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 711-51038 LUMP| 3500.00000 3500.00| 284.00000 284.00| 2000.00000 2000.00 STRUCTURAL STEEL | | | 0036 724-03276 18.000 m | 200.00000 3600.00| 175.00000 3150.00| 425.00000 7650.00 EXPANSION JOINT SEALING SYSTEM | | | 0037 724-51927 9.000 m | 2750.00000 24750.00| 3000.00000 27000.00| 1100.00000 9900.00 EXPANSION JOINT, M | | | 0038 801-01851 LUMP| 25000.00000 25000.00| 22171.43000 22171.43| 20500.00000 20500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0039 801-06203 837.000 m | 1.50000 1255.50| 0.40000 334.80| 0.80000 669.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 3251.000 m | 3.00000 9753.00| 3.00000 9753.00| 3.25000 10565.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06640 24.000 EACH| 100.00000 2400.00| 65.00000 1560.00| 95.00000 2280.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 5.000 EACH| 35.00000 175.00| 30.00000 150.00| 40.00000 200.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 7500.00000 7500.00| 8000.00000 8000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0044 802-96800 4064.000 EACH| 1.90000 7721.60| 1.55000 6299.20| 1.85000 7518.40 SHEAR STUD CONNECTOR | | | 0045 808-06712 228.000 m | 0.50000 114.00| 0.36000 82.08| 0.50000 114.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 1053.000 m | 0.50000 526.50| 0.33000 347.49| 0.50000 526.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 909.000 m | 0.50000 454.50| 0.33000 299.97| 0.50000 454.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 747.000 m | 1.80000 1344.60| 1.45000 1083.15| 1.20000 896.40 LINE, REMOVE | | | 0049 808-75996 34.000 EACH| 10.00000 340.00| 5.00000 170.00| 5.25000 178.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 76.000 EACH| 28.50000 2166.00| 26.50000 2014.00| 41.00000 3116.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0051 801-04308 20.000 EACH| 170.00000 3400.00| 160.00000 3200.00| 105.00000 2100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 706-51025 38.000 m | 140.00000 5320.00| 265.00000 10070.00| 265.00000 10070.00 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 625,943.90| $ 688,499.52| $ 696,179.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 625,943.90| $ 688,499.52| $ 696,179.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,965.40 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : B -24455-A COUNTIES : JACKSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |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| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1600.00000 12800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35000.00000 35000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 334.000 m2 | 25.00000 8350.00| | PAVEMENT, REMOVE | | | 0005 202-02241 184.000 m | 9.00000 1656.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 309.000 m2 | 6.50000 2008.50| | SURFACE MILLING, ASPHALT | | | 0008 406-05521 1717.000 m2 | 0.15000 257.55| | ASPHALT FOR TACK COAT | | | 0009 502-06329 124.000 m2 | 100.00000 12400.00| | PCCP, 300 mm | | | 0010 503-05240 20.000 m | 50.00000 1000.00| | D-1 CONTRACTION JOINT | | | 0011 503-05310 14.000 m | 525.00000 7350.00| | TERMINAL JOINT | | | 0012 601-01522 4.000 EACH| 1150.00000 4600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-01700 1.000 EACH| 1450.00000 1450.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0014 601-04746 1.000 EACH| 5000.00000 5000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-93346 1.000 EACH| 75.00000 75.00| | GUARDRAIL CONNECTOR, AS | | | 0016 601-94689 1.000 EACH| 2100.00000 2100.00| | GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 1159.000 m | 28.00000 32452.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 326.000 m | 90.00000 29340.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 265.000 m | 85.00000 22525.00| | TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,965.40 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : B -24455-A COUNTIES : JACKSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 8.000 EACH| 10.50000 84.00| | BARRIER DELINEATOR | | | 0021 610-05527 880.000 Mg | 50.00000 44000.00| | HMA FOR APPROACHES | | | 0022 610-06259 202.000 m2 | 75.00000 15150.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0023 610-06460 72.000 Mg | 25.00000 1800.00| | COMPACTED AGGREGATE, O | | | 0024 621-01004 2.000 EACH| 325.00000 650.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1200.000 m2 | 0.75000 900.00| | MULCHED SEEDING, R | | | 0026 703-01540 40.000 EACH| 14.00000 560.00| | THREADED TIE BAR ASSEMBLY | | | 0027 703-51030 2869.000 kg | 1.30000 3729.70| | REINFORCING STEEL | | | 0028 703-51032 33149.000 kg | 1.50000 49723.50| | REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 1500.000 EACH| 10.00000 15000.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 247.600 m3 | 600.00000 148560.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-91957 284.000 m | 120.00000 34080.00| | BRIDGE RAILING, THRIE BEAM NESTED | | | 0033 708-51813 29.000 m2 | 650.00000 18850.00| | PNEUMATICALLY PLACED MORTAR | | | 0034 709-51821 LUMP| 6000.00000 6000.00| | SURFACE SEAL | | | 0035 711-51038 LUMP| 125.00000 125.00| | STRUCTURAL STEEL | | | 0036 724-03276 18.000 m | 375.00000 6750.00| | EXPANSION JOINT SEALING SYSTEM | | | 0037 724-51927 9.000 m | 3000.00000 27000.00| | EXPANSION JOINT, M | | | 0038 801-01851 LUMP| 32000.00000 32000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0039 801-06203 837.000 m | 0.80000 669.60| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 3251.000 m | 3.25000 10565.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 371 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,965.40 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : B -24455-A COUNTIES : JACKSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06640 24.000 EACH| 100.00000 2400.00| | CONSTRUCTION SIGN, A | | | 0042 801-06645 5.000 EACH| 40.00000 200.00| | CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0044 802-96800 4064.000 EACH| 2.00000 8128.00| | SHEAR STUD CONNECTOR | | | 0045 808-06712 228.000 m | 0.50000 114.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 1053.000 m | 0.50000 526.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 909.000 m | 0.50000 454.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 747.000 m | 1.25000 933.75| | LINE, REMOVE | | | 0049 808-75996 34.000 EACH| 6.00000 204.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 76.000 EACH| 42.00000 3192.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0051 801-04308 20.000 EACH| 120.00000 2400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 706-51025 38.000 m | 200.00000 7600.00| | CONCRETE, C, RAILING | | | SECTION TOTALS | $ 705,714.35| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 705,714.35| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 407 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 784,708.00 ROUTE : SR 17 CALL ORDER : 407 CONTRACT ID : B -26102-B COUNTIES : CASS LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4309002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 784,984.88 100.0000% ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 1296.000 m2 | 12.00000 15552.00| | PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 35470.01000 35470.01| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 236.000 m2 | 8.50000 2006.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 1493.000 m3 | 8.50000 12690.50| | EXCAVATION, COMMON | | | 0009 203-02070 605.000 m3 | 15.00000 9075.00| | BORROW | | | 0010 203-02083 8567.000 m3 | 25.00000 214175.00| | SLAG FILL | | | 0011 203-02100 6132.000 m3 | 12.00000 73584.00| | EXCAVATION, PEAT | | | 0013 203-51223 533.000 m3 | 12.00000 6396.00| | EXCAVATION, WATERWAY | | | 0014 211-02060 2.400 m3 | 75.00000 180.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 16.000 m3 | 30.00000 480.00| | AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 1050.000 Mg | 17.00000 17850.00| | COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 407 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 784,708.00 ROUTE : SR 17 CALL ORDER : 407 CONTRACT ID : B -26102-B COUNTIES : CASS LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 304-06464 37.200 m3 | 100.00000 3720.00| | SUBBASE FOR PCCP | | | 0018 402-05468 570.000 Mg | 45.00000 25650.00| | HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 192.000 Mg | 47.00000 9024.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 87.000 Mg | 58.00000 5046.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 87.000 Mg | 49.00000 4263.00| | HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05495 119.000 Mg | 52.00000 6188.00| | HMA WEDGE AND LEVEL | | | 0023 404-05511 484.000 m2 | 6.00000 2904.00| | SEAL COAT, 2 | | | 0024 405-05518 484.000 m2 | 3.25000 1573.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05521 3682.000 m2 | 1.00000 3682.00| | ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1550.00000 6200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01740 1.000 EACH| 1925.00000 1925.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0028 601-94689 3.000 EACH| 2450.00000 7350.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH| 1000.00000 1000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 173.355 m | 34.00000 5894.07| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 4.000 EACH| 12.00000 48.00| | BARRIER DELINEATOR | | | 0032 610-06259 175.200 m2 | 59.00000 10336.80| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 615-06490 12.000 EACH| 175.00000 2100.00| | RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH| 635.00000 1270.00| | MONUMENT, B | | | 0035 616-02320 409.000 m2 | 3.50000 1431.50| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 407 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 784,708.00 ROUTE : SR 17 CALL ORDER : 407 CONTRACT ID : B -26102-B COUNTIES : CASS LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 616-06405 355.000 Mg | 22.00000 7810.00| | RIPRAP, REVETMENT | | | 0037 617-04488 3700.000 m2 | 3.75000 13875.00| | GEOGRID, SUBGRADE | | | 0038 621-01004 1.000 EACH| 600.00000 600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06548 1.560 kg | 65.00000 101.40| | SEED MIXTURE, CV | | | 0040 621-06559 1560.000 m2 | 1.00000 1560.00| | MULCHED SEEDING, R | | | 0041 621-06567 0.800 kL | 10.00000 8.00| | WATER | | | 0042 621-06574 47.000 m2 | 7.50000 352.50| | SODDING | | | 0043 701-05686 565.000 m | 130.00000 73450.00| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 5.16 mm, 356 mm | | | 0044 703-51030 2298.000 kg | 1.10000 2527.80| | REINFORCING STEEL | | | 0045 703-51032 10022.000 kg | 1.35000 13529.70| | REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 79.600 m3 | 525.00000 41790.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51025 38.300 m | 140.00000 5362.00| | CONCRETE, C, RAILING | | | 0049 707-05980 93.400 m2 | 480.00000 44832.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 1219 mm | | | 0050 709-51821 LUMP| 4800.00000 4800.00| | SURFACE SEAL | | | 0051 715-05048 314.000 m | 22.00000 6908.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0052 715-05053 12.000 m | 36.00000 432.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0053 715-05407 40.000 m | 35.00000 1400.00| | PIPE, END BENT DRAIN, 150 mm | | | 0054 718-06531 4.000 EACH| 500.00000 2000.00| | OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/08/02 PAGE : 407 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 784,708.00 ROUTE : SR 17 CALL ORDER : 407 CONTRACT ID : B -26102-B COUNTIES : CASS LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 718-52610 72.200 m3 | 35.00000 2527.00| | AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 580.000 m2 | 3.50000 2030.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0057 801-04308 4.000 EACH| 350.00000 1400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06605 6.000 EACH| 170.00000 1020.00| | BARRICADE, IIIA | | | 0059 801-06606 4.000 EACH| 150.00000 600.00| | BARRICADE, IIIB | | | 0060 801-06625 24.000 EACH| 100.00000 2400.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 30.000 EACH| 95.00000 2850.00| | CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0063 804-06770 6.000 EACH| 25.00000 150.00| | DELINEATOR POST | | | 0064 808-06712 72.000 m | 1.60000 115.20| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0065 808-06713 572.000 m | 1.60000 915.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 172.000 m | 1.60000 275.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 784,984.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 784,984.88| | ====================================================================================================================================