INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 465 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,912.96 ROUTE : CR 300E CALL ORDER : 465 CONTRACT ID : B -24131-B COUNTIES : GIBSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9926(014) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1616373 OXLEY, SAM & COMPANY, INC. $ 418,239.08 100.0000% 2 35-1801998 CLR, INC. $ 517,966.25 123.8445% 3 35-1878024 RAGLE, INC. $ 534,732.20 127.8532% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTRUCTION COMPANY, INC. $ 539,547.55 129.0045% ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1878024 |OXLEY, SAM & COMPANY, INC. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 2100.00000 12600.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20104.00000 20104.00| 25500.00000 25500.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3200.00000 3200.00| 7500.00000 7500.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1155.00000 1155.00| 600.00000 600.00| 500.00000 500.00 TESTING FOR ASBESTOS | | | 0006 202-02286 1.000 EACH| 4800.00000 4800.00| 20000.00000 20000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 1705.000 m3 | 4.30000 7331.50| 9.00000 15345.00| 10.00000 17050.00 EXCAVATION, COMMON | | | 0008 203-02070 1150.000 m3 | 10.00000 11500.00| 11.00000 12650.00| 14.00000 16100.00 BORROW | | | 0009 203-51223 200.000 m3 | 10.00000 2000.00| 9.00000 1800.00| 8.00000 1600.00 EXCAVATION, WATERWAY | | | 0010 205-02229 440.000 m | 12.40000 5456.00| 7.00000 3080.00| 6.00000 2640.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-02762 2.000 EACH| 18000.00000 36000.00| 30000.00000 60000.00| 36000.00000 72000.00 COFFERDAM | | | 0012 206-51220 45.000 m3 | 61.00000 2745.00| 185.00000 8325.00| 80.00000 3600.00 EXCAVATION, WET | | | 0013 213-52830 9.000 m3 | 110.00000 990.00| 370.00000 3330.00| 200.00000 1800.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 465 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,912.96 ROUTE : CR 300E CALL ORDER : 465 CONTRACT ID : B -24131-B COUNTIES : GIBSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1878024 |OXLEY, SAM & COMPANY, INC. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-04095 132.000 Mg | 28.08000 3706.56| 27.00000 3564.00| 26.00000 3432.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0015 303-52308 793.000 Mg | 18.00000 14274.00| 17.50000 13877.50| 17.00000 13481.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-04820 253.000 Mg | 50.22000 12705.66| 50.00000 12650.00| 50.00000 12650.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 401-04821 114.000 Mg | 59.40000 6771.60| 60.00000 6840.00| 60.00000 6840.00 HMA SURFACE 9.5 mm, LV, MAINLINE | | | 0018 404-05514 366.000 m2 | 7.56000 2766.96| 7.50000 2745.00| 7.00000 2562.00 SEAL COAT, 5 | | | 0019 405-05518 1534.000 m2 | 0.81000 1242.54| 0.80000 1227.20| 1.00000 1534.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1521.000 m2 | 0.18000 273.78| 0.15000 228.15| 0.20000 304.20 ASPHALT FOR TACK COAT | | | 0021 501-04842 106.000 m2 | 72.00000 7632.00| 90.00000 9540.00| 54.00000 5724.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0022 601-01522 4.000 EACH| 1296.00000 5184.00| 1200.00000 4800.00| 1180.00000 4720.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01701 2.000 EACH| 1506.60000 3013.20| 1600.00000 3200.00| 1490.00000 2980.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0024 601-01740 1.000 EACH| 1507.00000 1507.00| 1600.00000 1600.00| 1490.00000 1490.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-06037 1.000 EACH| 648.00000 648.00| 600.00000 600.00| 580.00000 580.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 164.000 m | 51.75000 8487.00| 31.00000 5084.00| 33.00000 5412.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 6.000 EACH| 8.37000 50.22| 9.00000 54.00| 6.00000 36.00 BARRIER DELINEATOR | | | 0028 615-06490 17.000 EACH| 91.80000 1560.60| 110.00000 1870.00| 100.00000 1700.00 RIGHT OF WAY MARKER | | | 0029 615-06527 1.000 EACH| 750.00000 750.00| 325.00000 325.00| 320.00000 320.00 MONUMENT, SECTION CORNER | | | 0030 615-92498 1.000 EACH| 750.00000 750.00| 450.00000 450.00| 200.00000 200.00 BENCH MARK | | | 0031 616-02320 982.000 m2 | 4.75000 4664.50| 2.75000 2700.50| 2.00000 1964.00 GEOTEXTILES | | | 0032 616-06405 963.000 Mg | 20.60000 19837.80| 21.00000 20223.00| 18.00000 17334.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 465 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,912.96 ROUTE : CR 300E CALL ORDER : 465 CONTRACT ID : B -24131-B COUNTIES : GIBSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1878024 |OXLEY, SAM & COMPANY, INC. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 1.000 EACH| 702.00000 702.00| 450.00000 450.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01743 16.000 kg | 11.02000 176.32| 11.50000 184.00| 7.00000 112.00 SEED MIXTURE, GRASS, 2 | | | 0035 621-01956 99.000 kg | 8.90000 881.10| 13.00000 1287.00| 7.00000 693.00 SEED MIXTURE, LEGUME, 1 | | | 0036 621-06545 0.600 Mg | 638.00000 382.80| 565.00000 339.00| 440.00000 264.00 FERTILIZER | | | 0037 621-06565 2.900 Mg | 528.00000 1531.20| 400.00000 1160.00| 440.00000 1276.00 MULCHING MATERIAL | | | 0038 621-06574 190.000 m2 | 4.60000 874.00| 6.50000 1235.00| 4.20000 798.00 SODDING | | | 0039 622-52436 4.000 EACH| 23.56000 94.24| 29.00000 116.00| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 40.000 EACH| 11.88000 475.20| 9.50000 380.00| 8.00000 320.00 SEEDLING | | | 0041 701-51195 248.000 m | 75.00000 18600.00| 95.00000 23560.00| 90.00000 22320.00 PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 20.000 EACH| 85.00000 1700.00| 170.00000 3400.00| 100.00000 2000.00 PILE TIP, STEEL H | | | 0043 702-51005 81.600 m3 | 453.00000 36964.80| 450.00000 36720.00| 700.00000 57120.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51015 6.600 m3 | 490.00000 3234.00| 1100.00000 7260.00| 600.00000 3960.00 CONCRETE, B, FOOTINGS | | | 0045 702-51100 55.000 kg | 31.00000 1705.00| 12.00000 660.00| 7.00000 385.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0046 702-51110 584.000 kg | 3.00000 1752.00| 10.00000 5840.00| 6.00000 3504.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 703-03622 78.000 EACH| 31.20000 2433.60| 20.00000 1560.00| 18.00000 1404.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0048 703-51030 6460.000 kg | 1.25000 8075.00| 1.75000 11305.00| 1.30000 8398.00 REINFORCING STEEL | | | 0049 703-51032 14674.000 kg | 1.40000 20543.60| 1.85000 27146.90| 1.50000 22011.00 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 86.900 m3 | 455.00000 39539.50| 550.00000 47795.00| 500.00000 43450.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-01569 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0052 706-51020 17.200 m3 | 600.00000 10320.00| 500.00000 8600.00| 400.00000 6880.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 465 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,912.96 ROUTE : CR 300E CALL ORDER : 465 CONTRACT ID : B -24131-B COUNTIES : GIBSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1878024 |OXLEY, SAM & COMPANY, INC. |CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 707-51045 LUMP| 40683.00000 40683.00| 50000.00000 50000.00| 45000.00000 45000.00 CONCRETE STRUCTURAL MEMBERS | | | 0054 709-51821 LUMP| 4039.20000 4039.20| 3500.00000 3500.00| 1500.00000 1500.00 SURFACE SEAL | | | 0055 715-05021 51.000 m | 136.00000 6936.00| 70.00000 3570.00| 60.00000 3060.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-46005 6.000 EACH| 300.00000 1800.00| 175.00000 1050.00| 150.00000 900.00 PIPE END SECTION, 375 mm | | | 0057 801-04308 4.000 EACH| 275.00000 1100.00| 450.00000 1800.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06605 8.000 EACH| 220.00000 1760.00| 170.00000 1360.00| 200.00000 1600.00 BARRICADE, IIIA | | | 0059 801-06606 8.000 EACH| 275.00000 2200.00| 180.00000 1440.00| 300.00000 2400.00 BARRICADE, IIIB | | | 0060 801-06625 7.000 EACH| 75.60000 529.20| 132.00000 924.00| 100.00000 700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 10.000 EACH| 129.60000 1296.00| 160.00000 1600.00| 100.00000 1000.00 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0063 808-06713 620.000 m | 0.81000 502.20| 0.90000 558.00| 0.60000 372.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 620.000 m | 0.81000 502.20| 0.90000 558.00| 0.60000 372.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 418,239.08| $ 517,966.25| $ 534,732.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 418,239.08| $ 517,966.25| $ 534,732.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 465 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,912.96 ROUTE : CR 300E CALL ORDER : 465 CONTRACT ID : B -24131-B COUNTIES : GIBSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 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 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1650.00000 9900.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11200.00000 11200.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26000.00000 26000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| | CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 2200.00000 2200.00| | TESTING FOR ASBESTOS | | | 0006 202-02286 1.000 EACH| 14990.00000 14990.00| | PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 1705.000 m3 | 12.45000 21227.25| | EXCAVATION, COMMON | | | 0008 203-02070 1150.000 m3 | 13.55000 15582.50| | BORROW | | | 0009 203-51223 200.000 m3 | 21.50000 4300.00| | EXCAVATION, WATERWAY | | | 0010 205-02229 440.000 m | 9.50000 4180.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-02762 2.000 EACH| 32000.00000 64000.00| | COFFERDAM | | | 0012 206-51220 45.000 m3 | 68.00000 3060.00| | EXCAVATION, WET | | | 0013 213-52830 9.000 m3 | 158.00000 1422.00| | FLOWABLE MORTAR | | | 0014 303-04095 132.000 Mg | 27.30000 3603.60| | COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0015 303-52308 793.000 Mg | 17.60000 13956.80| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-04820 253.000 Mg | 48.80000 12346.40| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 401-04821 114.000 Mg | 57.70000 6577.80| | HMA SURFACE 9.5 mm, LV, MAINLINE | | | 0018 404-05514 366.000 m2 | 7.40000 2708.40| | SEAL COAT, 5 | | | 0019 405-05518 1534.000 m2 | 0.85000 1303.90| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 465 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,912.96 ROUTE : CR 300E CALL ORDER : 465 CONTRACT ID : B -24131-B COUNTIES : GIBSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 1521.000 m2 | 0.20000 304.20| | ASPHALT FOR TACK COAT | | | 0021 501-04842 106.000 m2 | 47.00000 4982.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0022 601-01522 4.000 EACH| 1260.00000 5040.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01701 2.000 EACH| 1910.00000 3820.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0024 601-01740 1.000 EACH| 1800.00000 1800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-06037 1.000 EACH| 640.00000 640.00| | GUARDRAIL END TREATMENT, I | | | 0026 601-99105 164.000 m | 42.10000 6904.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 6.000 EACH| 8.50000 51.00| | BARRIER DELINEATOR | | | 0028 615-06490 17.000 EACH| 90.00000 1530.00| | RIGHT OF WAY MARKER | | | 0029 615-06527 1.000 EACH| 270.00000 270.00| | MONUMENT, SECTION CORNER | | | 0030 615-92498 1.000 EACH| 1410.00000 1410.00| | BENCH MARK | | | 0031 616-02320 982.000 m2 | 2.40000 2356.80| | GEOTEXTILES | | | 0032 616-06405 963.000 Mg | 27.50000 26482.50| | RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 425.00000 425.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01743 16.000 kg | 10.40000 166.40| | SEED MIXTURE, GRASS, 2 | | | 0035 621-01956 99.000 kg | 12.60000 1247.40| | SEED MIXTURE, LEGUME, 1 | | | 0036 621-06545 0.600 Mg | 600.00000 360.00| | FERTILIZER | | | 0037 621-06565 2.900 Mg | 390.00000 1131.00| | MULCHING MATERIAL | | | 0038 621-06574 190.000 m2 | 6.35000 1206.50| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 465 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,912.96 ROUTE : CR 300E CALL ORDER : 465 CONTRACT ID : B -24131-B COUNTIES : GIBSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 622-52436 4.000 EACH| 28.00000 112.00| | SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 40.000 EACH| 9.50000 380.00| | SEEDLING | | | 0041 701-51195 248.000 m | 107.00000 26536.00| | PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 20.000 EACH| 160.00000 3200.00| | PILE TIP, STEEL H | | | 0043 702-51005 81.600 m3 | 514.00000 41942.40| | CONCRETE, A, SUBSTRUCTURE | | | 0044 702-51015 6.600 m3 | 728.00000 4804.80| | CONCRETE, B, FOOTINGS | | | 0045 702-51100 55.000 kg | 8.20000 451.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0046 702-51110 584.000 kg | 6.70000 3912.80| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 703-03622 78.000 EACH| 28.00000 2184.00| | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0048 703-51030 6460.000 kg | 1.23000 7945.80| | REINFORCING STEEL | | | 0049 703-51032 14674.000 kg | 1.95000 28614.30| | REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 86.900 m3 | 522.00000 45361.80| | CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-01569 4.000 EACH| 1495.00000 5980.00| | CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0052 706-51020 17.200 m3 | 434.00000 7464.80| | CONCRETE, C, RAILING | | | 0053 707-51045 LUMP| 52590.00000 52590.00| | CONCRETE STRUCTURAL MEMBERS | | | 0054 709-51821 LUMP| 3915.00000 3915.00| | SURFACE SEAL | | | 0055 715-05021 51.000 m | 90.00000 4590.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-46005 6.000 EACH| 415.00000 2490.00| | PIPE END SECTION, 375 mm | | | 0057 801-04308 4.000 EACH| 270.00000 1080.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06605 8.000 EACH| 285.00000 2280.00| | BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 465 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,912.96 ROUTE : CR 300E CALL ORDER : 465 CONTRACT ID : B -24131-B COUNTIES : GIBSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06606 8.000 EACH| 405.00000 3240.00| | BARRICADE, IIIB | | | 0060 801-06625 7.000 EACH| 135.00000 945.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 10.000 EACH| 155.00000 1550.00| | CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP| 5800.00000 5800.00| | MAINTAINING TRAFFIC | | | 0063 808-06713 620.000 m | 0.80000 496.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 620.000 m | 0.80000 496.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 539,547.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 539,547.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9939(010) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION COMPANY, INC. $ 1,135,999.37 100.0000% 2 35-1619477 BROWN, L.L. CONSTRUCTION COMPANY, INC. $ 1,184,129.06 104.2367% 3 35-1549010 MCALISTER EXCAVATING COMPANY, INC. $ 1,195,710.42 105.2562% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,249,819.82 110.0194% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,378,690.69 121.3636% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1549010 |FORCE CONSTRUCTION COMPANY, |BROWN, L.L. CONSTRUCTION COM|MCALISTER EXCAVATING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1232.00000 14784.00| 1125.00000 13500.00| 1350.00000 16200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9520.00000 9520.00| 8400.00000 8400.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 66438.40000 66438.40| 51000.00000 51000.00| 59000.00000 59000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22960.00000 22960.00| 24131.00000 24131.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1680.00000 1680.00| 590.00000 590.00| 700.00000 700.00 TESTING FOR ASBESTOS | | | 0006 202-51330 LUMP| 67200.00000 67200.00| 46000.00000 46000.00| 23500.00000 23500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 320.000 m2 | 5.60000 1792.00| 9.58000 3065.60| 11.00000 3520.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 6583.000 m3 | 6.44000 42394.52| 7.31000 48121.73| 7.25000 47726.75 EXCAVATION, COMMON | | | 0009 203-02070 8321.000 m3 | 8.40000 69896.40| 10.21000 84957.41| 10.00000 83210.00 BORROW | | | 0010 205-02224 300.000 m | 6.89000 2067.00| 6.84000 2052.00| 6.75000 2025.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 319.200 m | 14.62000 4666.70| 14.35000 4580.52| 14.85000 4740.12 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02232 38.800 m3 | 112.00000 4345.60| 29.97000 1162.84| 10.50000 407.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1549010 |FORCE CONSTRUCTION COMPANY, |BROWN, L.L. CONSTRUCTION COM|MCALISTER EXCAVATING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02234 3.000 EACH| 95.20000 285.60| 105.00000 315.00| 95.00000 285.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 206-51220 530.400 m3 | 15.68000 8316.67| 46.40000 24610.56| 175.00000 92820.00 EXCAVATION, WET | | | 0015 206-51225 312.000 m3 | 15.68000 4892.16| 9.49000 2960.88| 13.00000 4056.00 EXCAVATION, DRY | | | 0016 213-52830 74.800 m3 | 78.40000 5864.32| 150.00000 11220.00| 125.00000 9350.00 FLOWABLE MORTAR | | | 0017 303-04095 320.000 Mg | 15.68000 5017.60| 14.10000 4512.00| 18.00000 5760.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0018 303-52308 1930.000 Mg | 12.32000 23777.60| 12.50000 24125.00| 11.00000 21230.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05474 580.000 Mg | 35.84000 20787.20| 39.10000 22678.00| 35.00000 20300.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 290.000 Mg | 44.80000 12992.00| 41.90000 12151.00| 44.00000 12760.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 3340.000 m2 | 0.73000 2438.20| 0.45000 1503.00| 1.00000 3340.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 3660.000 m2 | 0.11000 402.60| 0.30000 1098.00| 0.20000 732.00 ASPHALT FOR TACK COAT | | | 0023 501-05090 114.950 m2 | 61.60000 7080.92| 55.60000 6391.22| 56.00000 6437.20 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-01846 1.000 EACH| 1680.00000 1680.00| 1649.00000 1649.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-02354 4.000 EACH| 336.00000 1344.00| 363.00000 1452.00| 375.00000 1500.00 GUARDRAIL TRANSITION, WT | | | 0026 601-04150 278.130 m | 111.55000 31025.40| 95.70000 26617.05| 100.00000 27813.00 GUARDRAIL, THRIE BEAM, 1.905 m SPACING | | | 0027 601-06037 3.000 EACH| 604.80000 1814.40| 632.50000 1897.50| 625.00000 1875.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 251.520 m | 31.36000 7887.67| 35.20000 8853.51| 36.00000 9054.72 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-06040 153.000 m | 18.87000 2887.11| 17.05000 2608.65| 18.00000 2754.00 FENCE, FARM FIELD, 1190 mm | | | 0030 610-05527 80.000 Mg | 56.00000 4480.00| 54.40000 4352.00| 57.00000 4560.00 HMA FOR APPROACHES | | | 0031 611-06497 1.000 EACH| 196.00000 196.00| 110.00000 110.00| 108.00000 108.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1549010 |FORCE CONSTRUCTION COMPANY, |BROWN, L.L. CONSTRUCTION COM|MCALISTER EXCAVATING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-02320 2407.000 m2 | 2.24000 5391.68| 2.55000 6137.85| 2.50000 6017.50 GEOTEXTILES | | | 0033 616-06405 1601.000 Mg | 18.00000 28818.00| 17.01000 27233.01| 15.60000 24975.60 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 728.00000 1456.00| 675.00000 1350.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01371 111.400 kg | 13.10000 1459.34| 12.87000 1433.72| 13.00000 1448.20 SEED MIXTURE, LEGUME, 2 | | | 0036 621-06545 2.000 Mg | 588.00000 1176.00| 575.00000 1150.00| 575.00000 1150.00 FERTILIZER | | | 0037 621-06548 6.800 kg | 53.76000 365.57| 52.10000 354.28| 54.00000 367.20 SEED MIXTURE, CV | | | 0038 621-06553 233.400 kg | 9.74000 2273.32| 9.50000 2217.30| 9.50000 2217.30 SEED MIXTURE, R | | | 0039 621-06565 10.000 Mg | 537.60000 5376.00| 525.00000 5250.00| 530.00000 5300.00 MULCHING MATERIAL | | | 0040 621-06567 21.000 kL | 1.12000 23.52| 2.00000 42.00| 1.00000 21.00 WATER | | | 0041 621-06574 570.000 m2 | 4.09000 2331.30| 4.21000 2399.70| 4.10000 2337.00 SODDING | | | 0042 622-52436 8.000 EACH| 23.52000 188.16| 25.00000 200.00| 23.00000 184.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 600.000 EACH| 11.48000 6888.00| 12.50000 7500.00| 11.25000 6750.00 SEEDLING | | | 0044 701-51195 500.400 m | 80.08000 40072.03| 78.75000 39406.50| 80.00000 40032.00 PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 108.000 EACH| 72.80000 7862.40| 75.20000 8121.60| 85.00000 9180.00 PILE TIP, STEEL H | | | 0046 702-51005 309.900 m3 | 366.24000 113497.78| 425.00000 131707.50| 410.00000 127059.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 103.200 m3 | 311.36000 32132.35| 405.00000 41796.00| 395.00000 40764.00 CONCRETE, B, FOOTINGS | | | 0048 703-51030 19150.000 kg | 1.10000 21065.00| 1.16000 22214.00| 1.21000 23171.50 REINFORCING STEEL | | | 0049 703-51032 40813.000 kg | 1.24000 50608.12| 1.35000 55097.55| 1.36000 55505.68 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 271.500 m3 | 454.16000 123304.44| 440.00000 119460.00| 435.00000 118102.50 CONCRETE, C, SUPERSTRUCTURE | | | 0051 707-51045 LUMP| 207280.00000 207280.00| 234160.00000 234160.00| 195000.00000 195000.00 CONCRETE STRUCTURAL MEMBERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1549010 |FORCE CONSTRUCTION COMPANY, |BROWN, L.L. CONSTRUCTION COM|MCALISTER EXCAVATING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 709-51821 LUMP| 8400.00000 8400.00| 6190.00000 6190.00| 7500.00000 7500.00 SURFACE SEAL | | | 0053 715-05021 13.200 m | 58.24000 768.77| 51.30000 677.16| 52.00000 686.40 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-05048 82.800 m | 13.44000 1112.83| 14.78000 1223.79| 7.00000 579.60 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05119 21.500 m | 58.24000 1252.16| 61.05000 1312.58| 52.00000 1118.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0056 715-05171 22.600 m | 58.24000 1316.22| 72.96000 1648.90| 58.00000 1310.80 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-46005 3.000 EACH| 364.00000 1092.00| 185.00000 555.00| 175.00000 525.00 PIPE END SECTION, 375 mm | | | 0058 715-46010 4.000 EACH| 383.04000 1532.16| 265.00000 1060.00| 225.00000 900.00 PIPE END SECTION, 450 mm | | | 0059 718-44274 74.000 m | 22.40000 1657.60| 14.78000 1093.72| 24.00000 1776.00 PIPE, UNDERDRAIN, NONPERFORATED, 1.63 | | | mm, 150 mm | | | 0060 718-94889 20.500 m3 | 35.84000 734.72| 27.66000 567.03| 23.00000 471.50 AGGREGATE FOR UNDERDRAINS, 8 | | | 0061 718-99153 184.000 m2 | 3.36000 618.24| 2.69000 494.96| 2.50000 460.00 GEOTEXTILES FOR UNDERDRAIN | | | 0062 720-45005 1.000 EACH| 1848.00000 1848.00| 1295.00000 1295.00| 950.00000 950.00 INLET, A2 | | | 0063 724-51925 16.600 m | 431.20000 7157.92| 357.83000 5939.98| 300.00000 4980.00 STRUCTURAL EXPANSION JOINT, SS | | | 0064 801-04308 3.000 EACH| 117.60000 352.80| 180.95000 542.85| 375.00000 1125.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 12.000 EACH| 44.80000 537.60| 195.00000 2340.00| 140.00000 1680.00 BARRICADE, IIIA | | | 0066 801-06625 13.000 EACH| 60.48000 786.24| 71.00000 923.00| 100.00000 1300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 16.000 EACH| 144.48000 2311.68| 172.00000 2752.00| 130.00000 2080.00 CONSTRUCTION SIGN, A | | | 0068 802-76025 1.510 m2 | 224.00000 338.24| 275.00000 415.25| 275.00000 415.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 11.400 m | 21.28000 242.59| 18.00000 205.20| 18.00000 205.20 SIGN POST, A | | | 0070 804-06770 2.000 EACH| 20.16000 40.32| 24.50000 49.00| 17.00000 34.00 DELINEATOR POST | | | 0071 808-06713 1420.000 m | 0.95000 1349.00| 0.66000 937.20| 0.85000 1207.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1549010 |FORCE CONSTRUCTION COMPANY, |BROWN, L.L. CONSTRUCTION COM|MCALISTER EXCAVATING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75035 6.000 m | 11.20000 67.20| 1.66000 9.96| 10.00000 60.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | SECTION TOTALS | $ 1,135,999.37| $ 1,184,129.06| $ 1,195,710.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,135,999.37| $ 1,184,129.06| $ 1,195,710.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-2040801 | |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1500.00000 18000.00| 1600.00000 19200.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 70000.00000 70000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| TESTING FOR ASBESTOS | | | 0006 202-51330 LUMP| 55000.00000 55000.00| 50000.00000 50000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 320.000 m2 | 1.00000 320.00| 5.50000 1760.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 6583.000 m3 | 6.00000 39498.00| 6.45000 42460.35| EXCAVATION, COMMON | | | 0009 203-02070 8321.000 m3 | 10.00000 83210.00| 13.35000 111085.35| BORROW | | | 0010 205-02224 300.000 m | 4.00000 1200.00| 6.15000 1845.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 319.200 m | 5.00000 1596.00| 13.05000 4165.56| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02232 38.800 m3 | 10.00000 388.00| 50.00000 1940.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0013 205-02234 3.000 EACH| 100.00000 300.00| 85.00000 255.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 206-51220 530.400 m3 | 150.00000 79560.00| 100.00000 53040.00| EXCAVATION, WET | | | 0015 206-51225 312.000 m3 | 25.00000 7800.00| 25.00000 7800.00| EXCAVATION, DRY | | | 0016 213-52830 74.800 m3 | 100.00000 7480.00| 130.00000 9724.00| FLOWABLE MORTAR | | | 0017 303-04095 320.000 Mg | 16.00000 5120.00| 21.93000 7017.60| COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-2040801 | |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 303-52308 1930.000 Mg | 13.50000 26055.00| 7.72000 14899.60| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05474 580.000 Mg | 37.51000 21755.80| 38.71000 22451.80| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 290.000 Mg | 41.70000 12093.00| 43.00000 12470.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 405-05518 3340.000 m2 | 0.05000 167.00| 0.42000 1402.80| ASPHALT FOR PRIME COAT | | | 0022 406-05521 3660.000 m2 | 0.22000 805.20| 0.22000 805.20| ASPHALT FOR TACK COAT | | | 0023 501-05090 114.950 m2 | 60.00000 6897.00| 45.00000 5172.75| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-01846 1.000 EACH| 1650.00000 1650.00| 1499.00000 1499.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-02354 4.000 EACH| 330.00000 1320.00| 330.00000 1320.00| GUARDRAIL TRANSITION, WT | | | 0026 601-04150 278.130 m | 109.56000 30471.92| 87.00000 24197.31| GUARDRAIL, THRIE BEAM, 1.905 m SPACING | | | 0027 601-06037 3.000 EACH| 594.00000 1782.00| 575.00000 1725.00| GUARDRAIL END TREATMENT, I | | | 0028 601-99105 251.520 m | 30.80000 7746.82| 32.00000 8048.64| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-06040 153.000 m | 18.54000 2836.62| 15.50000 2371.50| FENCE, FARM FIELD, 1190 mm | | | 0030 610-05527 80.000 Mg | 54.40000 4352.00| 88.72000 7097.60| HMA FOR APPROACHES | | | 0031 611-06497 1.000 EACH| 150.00000 150.00| 250.00000 250.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 616-02320 2407.000 m2 | 3.00000 7221.00| 2.50000 6017.50| GEOTEXTILES | | | 0033 616-06405 1601.000 Mg | 17.00000 27217.00| 18.00000 28818.00| RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 200.00000 400.00| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01371 111.400 kg | 12.87000 1433.72| 11.70000 1303.38| SEED MIXTURE, LEGUME, 2 | | | 0036 621-06545 2.000 Mg | 577.50000 1155.00| 525.00000 1050.00| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-2040801 | |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 621-06548 6.800 kg | 52.80000 359.04| 48.00000 326.40| SEED MIXTURE, CV | | | 0038 621-06553 233.400 kg | 9.57000 2233.64| 8.70000 2030.58| SEED MIXTURE, R | | | 0039 621-06565 10.000 Mg | 528.00000 5280.00| 480.00000 4800.00| MULCHING MATERIAL | | | 0040 621-06567 21.000 kL | 1.10000 23.10| 1.00000 21.00| WATER | | | 0041 621-06574 570.000 m2 | 4.02000 2291.40| 3.65000 2080.50| SODDING | | | 0042 622-52436 8.000 EACH| 23.10000 184.80| 21.00000 168.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 600.000 EACH| 11.72000 7032.00| 10.25000 6150.00| SEEDLING | | | 0044 701-51195 500.400 m | 105.00000 52542.00| 115.00000 57546.00| PILE, STEEL H, HP 310 X 79 | | | 0045 701-91792 108.000 EACH| 100.00000 10800.00| 100.00000 10800.00| PILE TIP, STEEL H | | | 0046 702-51005 309.900 m3 | 300.00000 92970.00| 475.00000 147202.50| CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 103.200 m3 | 300.00000 30960.00| 350.00000 36120.00| CONCRETE, B, FOOTINGS | | | 0048 703-51030 19150.000 kg | 1.15000 22022.50| 1.05000 20107.50| REINFORCING STEEL | | | 0049 703-51032 40813.000 kg | 1.30000 53056.90| 1.20000 48975.60| REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 271.500 m3 | 600.00000 162900.00| 475.00000 128962.50| CONCRETE, C, SUPERSTRUCTURE | | | 0051 707-51045 LUMP| 215000.00000 215000.00| 302000.00000 302000.00| CONCRETE STRUCTURAL MEMBERS | | | 0052 709-51821 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| SURFACE SEAL | | | 0053 715-05021 13.200 m | 65.00000 858.00| 85.00000 1122.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-05048 82.800 m | 10.00000 828.00| 25.00000 2070.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05119 21.500 m | 60.00000 1290.00| 90.00000 1935.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0056 715-05171 22.600 m | 70.00000 1582.00| 100.00000 2260.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-46005 3.000 EACH| 225.00000 675.00| 225.00000 675.00| PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/99 PAGE : 480 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,209.80 ROUTE : CR 1535W CALL ORDER : 480 CONTRACT ID : B -24303-A COUNTIES : JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-2040801 | |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-46010 4.000 EACH| 250.00000 1000.00| 275.00000 1100.00| PIPE END SECTION, 450 mm | | | 0059 718-44274 74.000 m | 25.00000 1850.00| 25.00000 1850.00| PIPE, UNDERDRAIN, NONPERFORATED, 1.63 | | | mm, 150 mm | | | 0060 718-94889 20.500 m3 | 40.00000 820.00| 40.00000 820.00| AGGREGATE FOR UNDERDRAINS, 8 | | | 0061 718-99153 184.000 m2 | 4.00000 736.00| 2.00000 368.00| GEOTEXTILES FOR UNDERDRAIN | | | 0062 720-45005 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| INLET, A2 | | | 0063 724-51925 16.600 m | 250.00000 4150.00| 350.00000 5810.00| STRUCTURAL EXPANSION JOINT, SS | | | 0064 801-04308 3.000 EACH| 385.00000 1155.00| 325.00000 975.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 12.000 EACH| 143.00000 1716.00| 125.00000 1500.00| BARRICADE, IIIA | | | 0066 801-06625 13.000 EACH| 104.50000 1358.50| 90.00000 1170.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 16.000 EACH| 132.00000 2112.00| 120.00000 1920.00| CONSTRUCTION SIGN, A | | | 0068 802-76025 1.510 m2 | 220.00000 332.20| 249.00000 375.99| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 11.400 m | 20.90000 238.26| 16.00000 182.40| SIGN POST, A | | | 0070 804-06770 2.000 EACH| 20.00000 40.00| 15.00000 30.00| DELINEATOR POST | | | 0071 808-06713 1420.000 m | 0.96000 1363.20| 0.78000 1107.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-75035 6.000 m | 13.20000 79.20| 6.03000 36.18| LINE, PAINT, SOLID, WHITE, 600 mm | | | SECTION TOTALS | $ 1,249,819.82| $ 1,378,690.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,249,819.82| $ 1,378,690.69| ====================================================================================================================================