INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9921020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 349,716.50 100.0000% 2 35-1549010 MCALISTER EXCAVATING CO $ 359,293.77 102.7385% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 366,035.60 104.6663% 4 35-1609544 SCHUTT-LOOKABILL CO $ 371,218.31 106.1483% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 380,976.00 108.9385% 6 35-1385672 FORCE CONSTRUCTION $ 393,072.51 112.3974% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 499,791.61 142.9133% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1549010 |(3) 35-1128289 |ATLAS EXCAVATING, INC. |MCALISTER EXCAVATING CO |BEATY CONSTRUCTION, 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 11.000 MOS | 500.00000 5500.00| 1400.00000 15400.00| 700.00000 7700.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 7000.00000 7000.00| 5200.00000 5200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 18000.00000 18000.00| 18446.00000 18446.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 17000.00000 17000.00| 14757.00000 14757.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 34000.00000 34000.00| 29000.00000 29000.00| 26725.00000 26725.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 275.000 CYS | 17.00000 4675.00| 14.00000 3850.00| 10.00000 2750.00 EXCAVATION, COMMON | | | 0007 203-02070 770.000 CYS | 10.00000 7700.00| 16.00000 12320.00| 17.00000 13090.00 BORROW | | | 0008 203-51223 60.000 CYS | 16.00000 960.00| 21.00000 1260.00| 20.00000 1200.00 EXCAVATION, WATERWAY | | | 0009 205-02224 200.000 LFT | 2.25000 450.00| 3.25000 650.00| 2.20000 440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 27.000 LFT | 15.00000 405.00| 5.25000 141.75| 4.00000 108.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-51220 85.000 CYS | 95.00000 8075.00| 265.00000 22525.00| 300.00000 25500.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1549010 |(3) 35-1128289 |ATLAS EXCAVATING, INC. |MCALISTER EXCAVATING CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51230 60.000 CYS | 55.00000 3300.00| 26.00000 1560.00| 10.00000 600.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-06467 10.000 CYS | 85.00000 850.00| 31.00000 310.00| 52.00000 520.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 465.000 TON | 16.00000 7440.00| 16.50000 7672.50| 17.00000 7905.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 140.000 TON | 62.00000 8680.00| 65.00000 9100.00| 48.00000 6720.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 65.000 TON | 71.00000 4615.00| 75.00000 4875.00| 56.00000 3640.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 910.000 SYS | 1.35000 1228.50| 1.10000 1001.00| 1.00000 910.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 905.000 SYS | 0.15000 135.75| 0.38000 343.90| 0.06000 54.30 ASPHALT FOR TACK COAT | | | 0019 601-01854 4.000 EACH| 980.00000 3920.00| 1100.00000 4400.00| 875.00000 3500.00 GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | 0020 601-06037 4.000 EACH| 675.00000 2700.00| 750.00000 3000.00| 615.00000 2460.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 250.000 LFT | 11.50000 2875.00| 12.25000 3062.50| 10.55000 2637.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 603-06040 890.000 LFT | 8.30000 7387.00| 8.40000 7476.00| 7.30000 6497.00 FENCE, FARM FIELD, 47 IN. | | | 0023 608-04395 5.000 TON | 58.00000 290.00| 39.00000 195.00| 40.00000 200.00 AGGREGATE FOR SHOULDER DRAINS | | | 0024 610-06257 130.000 SYS | 49.00000 6370.00| 53.00000 6890.00| 58.00000 7540.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0025 615-06505 2.000 EACH| 450.00000 900.00| 525.00000 1050.00| 410.00000 820.00 MONUMENT, B | | | 0026 615-99189 1.000 EACH| 1600.00000 1600.00| 1150.00000 1150.00| 1525.00000 1525.00 PLAQUE, ALUMINUM | | | 0027 616-02320 563.000 SYS | 3.80000 2139.40| 2.60000 1463.80| 2.25000 1266.75 GEOTEXTILES | | | 0028 616-06405 409.000 TON | 21.50000 8793.50| 21.50000 8793.50| 21.50000 8793.50 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 680.00000 1360.00| 750.00000 1500.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06548 10.000 LBS | 26.50000 265.00| 29.00000 290.00| 26.00000 260.00 SEED MIXTURE, CV | | | 0031 621-06559 2600.000 SYS | 0.80000 2080.00| 0.81000 2106.00| 0.70000 1820.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1549010 |(3) 35-1128289 |ATLAS EXCAVATING, INC. |MCALISTER EXCAVATING CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06567 1.000 MG | 1.10000 1.10| 1.00000 1.00| 1.00000 1.00 WATER | | | 0033 621-06574 101.000 SYS | 5.50000 555.50| 6.00000 606.00| 6.00000 606.00 SODDING | | | 0034 621-52448 4.000 EACH| 26.00000 104.00| 30.00000 120.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0035 622-52436 4.000 EACH| 26.00000 104.00| 30.00000 120.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 60.000 EACH| 14.50000 870.00| 16.00000 960.00| 14.00000 840.00 SEEDLING | | | 0037 701-51195 755.000 LFT | 36.00000 27180.00| 25.00000 18875.00| 27.50000 20762.50 PILE, STEEL H, HP 12 X 53 | | | 0038 701-91792 20.000 EACH| 115.00000 2300.00| 100.00000 2000.00| 105.00000 2100.00 PILE TIP, STEEL H | | | 0039 702-51005 45.600 CYS | 390.00000 17784.00| 335.00000 15276.00| 750.00000 34200.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 703-51030 6190.000 LBS | 0.65000 4023.50| 0.55000 3404.50| 0.50000 3095.00 REINFORCING STEEL | | | 0041 703-51032 19008.000 LBS | 0.70000 13305.60| 0.65000 12355.20| 0.60000 11404.80 REINFORCING STEEL, EPOXY COATED | | | 0042 703-97936 66.000 EACH| 20.50000 1353.00| 18.00000 1188.00| 8.00000 528.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0043 704-51002 102.900 CYS | 380.00000 39102.00| 385.00000 39616.50| 550.00000 56595.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-91957 237.500 LFT | 58.00000 13775.00| 67.00000 15912.50| 55.50000 13181.25 BRIDGE RAILING, THRIE BEAM | | | 0045 707-05971 1332.000 SFT | 48.00000 63936.00| 35.66000 47499.12| 31.00000 41292.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 36 IN. | | | 0046 709-51821 LUMP| 2400.00000 2400.00| 1850.00000 1850.00| 1500.00000 1500.00 SURFACE SEAL | | | 0047 715-05407 76.000 LFT | 13.00000 988.00| 10.50000 798.00| 2.00000 152.00 PIPE, END BENT DRAIN, 6 IN. | | | 0048 801-04308 4.000 EACH| 230.00000 920.00| 250.00000 1000.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06605 8.000 EACH| 110.00000 880.00| 95.00000 760.00| 80.00000 640.00 BARRICADE, IIIA | | | 0050 801-06606 4.000 EACH| 120.00000 480.00| 100.00000 400.00| 95.00000 380.00 BARRICADE, IIIB | | | 0051 801-06625 4.000 EACH| 110.00000 440.00| 110.00000 440.00| 100.00000 400.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1549010 |(3) 35-1128289 |ATLAS EXCAVATING, INC. |MCALISTER EXCAVATING CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06640 10.000 EACH| 145.00000 1450.00| 150.00000 1500.00| 130.00000 1300.00 CONSTRUCTION SIGN, A | | | 0053 802-76025 12.500 SFT | 32.00000 400.00| 35.00000 437.50| 30.00000 375.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0054 802-76035 12.500 SFT | 20.50000 256.25| 25.00000 312.50| 20.00000 250.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0055 802-76055 112.000 LFT | 3.70000 414.40| 4.25000 476.00| 4.00000 448.00 SIGN POST, A | | | SECTION TOTALS | $ 349,716.50| $ 359,293.77| $ 366,035.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 349,716.50| $ 359,293.77| $ 366,035.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1917625 |(6) 35-1385672 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 11.000 MOS | 1300.00000 14300.00| 1400.00000 15400.00| 1270.99700 13980.97 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 4900.00000 4900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18560.00000 18560.00| 19250.00000 19250.00| 52800.67000 52800.67 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4500.00000 4500.00| 15000.00000 15000.00| 6019.18000 6019.18 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 55895.00000 55895.00| 40000.00000 40000.00| 30457.12000 30457.12 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 275.000 CYS | 10.00000 2750.00| 32.00000 8800.00| 24.74500 6804.88 EXCAVATION, COMMON | | | 0007 203-02070 770.000 CYS | 10.00000 7700.00| 17.00000 13090.00| 26.50500 20408.85 BORROW | | | 0008 203-51223 60.000 CYS | 10.00000 600.00| 17.50000 1050.00| 18.66800 1120.08 EXCAVATION, WATERWAY | | | 0009 205-02224 200.000 LFT | 3.14000 628.00| 2.95000 590.00| 2.05000 410.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 27.000 LFT | 12.04000 325.08| 11.00000 297.00| 3.90000 105.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-51220 85.000 CYS | 375.00000 31875.00| 65.00000 5525.00| 21.31800 1812.03 EXCAVATION, WET | | | 0012 206-51230 60.000 CYS | 20.00000 1200.00| 18.00000 1080.00| 30.77700 1846.62 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-06467 10.000 CYS | 50.00000 500.00| 125.00000 1250.00| 79.24700 792.47 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 465.000 TON | 18.24000 8481.60| 16.00000 7440.00| 16.00000 7440.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 140.000 TON | 54.72000 7660.80| 48.00000 6720.00| 48.00000 6720.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 65.000 TON | 63.84000 4149.60| 56.00000 3640.00| 56.00000 3640.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 910.000 SYS | 1.14000 1037.40| 1.00000 910.00| 1.00000 910.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 905.000 SYS | 0.07000 63.35| 0.06000 54.30| 0.06000 54.30 ASPHALT FOR TACK COAT | | | 0019 601-01854 4.000 EACH| 998.00000 3992.00| 920.00000 3680.00| 875.00000 3500.00 GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1917625 |(6) 35-1385672 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 4.000 EACH| 701.00000 2804.00| 650.00000 2600.00| 615.00000 2460.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 250.000 LFT | 12.03000 3007.50| 11.00000 2750.00| 10.55000 2637.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 603-06040 890.000 LFT | 8.32000 7404.80| 7.60000 6764.00| 7.30000 6497.00 FENCE, FARM FIELD, 47 IN. | | | 0023 608-04395 5.000 TON | 60.00000 300.00| 90.00000 450.00| 39.62200 198.11 AGGREGATE FOR SHOULDER DRAINS | | | 0024 610-06257 130.000 SYS | 62.00000 8060.00| 50.00000 6500.00| 66.49000 8643.70 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0025 615-06505 2.000 EACH| 467.00000 934.00| 430.00000 860.00| 410.00000 820.00 MONUMENT, B | | | 0026 615-99189 1.000 EACH| 750.00000 750.00| 1300.00000 1300.00| 250.00000 250.00 PLAQUE, ALUMINUM | | | 0027 616-02320 563.000 SYS | 2.00000 1126.00| 2.30000 1294.90| 2.33500 1314.61 GEOTEXTILES | | | 0028 616-06405 409.000 TON | 24.26000 9922.34| 22.00000 8998.00| 33.16600 13564.89 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 998.00000 1996.00| 915.00000 1830.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06548 10.000 LBS | 26.00000 260.00| 23.50000 235.00| 25.50000 255.00 SEED MIXTURE, CV | | | 0031 621-06559 2600.000 SYS | 0.50000 1300.00| 0.48000 1248.00| 0.66000 1716.00 MULCHED SEEDING, R | | | 0032 621-06567 1.000 MG | 3.00000 3.00| 2.10000 2.10| 1.00000 1.00 WATER | | | 0033 621-06574 101.000 SYS | 17.10000 1727.10| 15.75000 1590.75| 4.95000 499.95 SODDING | | | 0034 621-52448 4.000 EACH| 26.00000 104.00| 23.50000 94.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0035 622-52436 4.000 EACH| 26.00000 104.00| 23.50000 94.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 60.000 EACH| 11.40000 684.00| 10.50000 630.00| 13.85000 831.00 SEEDLING | | | 0037 701-51195 755.000 LFT | 24.00000 18120.00| 28.00000 21140.00| 36.02700 27200.39 PILE, STEEL H, HP 12 X 53 | | | 0038 701-91792 20.000 EACH| 100.00000 2000.00| 100.00000 2000.00| 81.90000 1638.00 PILE TIP, STEEL H | | | 0039 702-51005 45.600 CYS | 410.00000 18696.00| 900.00000 41040.00| 390.26200 17795.95 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1917625 |(6) 35-1385672 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-51030 6190.000 LBS | 0.59000 3652.10| 0.65000 4023.50| 0.55800 3454.02 REINFORCING STEEL | | | 0041 703-51032 19008.000 LBS | 0.70000 13305.60| 0.75000 14256.00| 0.64100 12184.13 REINFORCING STEEL, EPOXY COATED | | | 0042 703-97936 66.000 EACH| 14.45000 953.70| 7.00000 462.00| 16.24400 1072.10 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0043 704-51002 102.900 CYS | 364.00000 37455.60| 500.00000 51450.00| 586.47200 60347.97 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-91957 237.500 LFT | 63.27000 15026.63| 58.30000 13846.25| 55.50000 13181.25 BRIDGE RAILING, THRIE BEAM | | | 0045 707-05971 1332.000 SFT | 33.23000 44262.36| 30.50000 40626.00| 31.42100 41852.77 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 36 IN. | | | 0046 709-51821 LUMP| 1474.00000 1474.00| 1500.00000 1500.00| 1400.00000 1400.00 SURFACE SEAL | | | 0047 715-05407 76.000 LFT | 6.00000 456.00| 11.50000 874.00| 6.99300 531.47 PIPE, END BENT DRAIN, 6 IN. | | | 0048 801-04308 4.000 EACH| 228.00000 912.00| 210.00000 840.00| 318.77300 1275.09 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06605 8.000 EACH| 91.00000 728.00| 84.00000 672.00| 103.16600 825.33 BARRICADE, IIIA | | | 0050 801-06606 4.000 EACH| 103.00000 412.00| 94.00000 376.00| 137.94300 551.77 BARRICADE, IIIB | | | 0051 801-06625 4.000 EACH| 108.00000 432.00| 100.00000 400.00| 478.16000 1912.64 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 10.000 EACH| 148.00000 1480.00| 140.00000 1400.00| 191.26400 1912.64 CONSTRUCTION SIGN, A | | | 0053 802-76025 12.500 SFT | 33.92000 424.00| 31.00000 387.50| 29.75000 371.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0054 802-76035 12.500 SFT | 22.06000 275.75| 21.00000 262.50| 19.35000 241.88 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0055 802-76055 112.000 LFT | 4.00000 448.00| 3.60000 403.20| 3.50000 392.00 SIGN POST, A | | | SECTION TOTALS | $ 371,218.31| $ 380,976.00| $ 393,072.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,218.31| $ 380,976.00| $ 393,072.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 11.000 MOS | 1400.00000 15400.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5750.00000 5750.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 47500.00000 47500.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 275.000 CYS | 25.00000 6875.00| | EXCAVATION, COMMON | | | 0007 203-02070 770.000 CYS | 30.00000 23100.00| | BORROW | | | 0008 203-51223 60.000 CYS | 20.00000 1200.00| | EXCAVATION, WATERWAY | | | 0009 205-02224 200.000 LFT | 2.05000 410.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 27.000 LFT | 3.90000 105.30| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-51220 85.000 CYS | 50.00000 4250.00| | EXCAVATION, WET | | | 0012 206-51230 60.000 CYS | 45.00000 2700.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-06467 10.000 CYS | 65.00000 650.00| | AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 465.000 TON | 16.00000 7440.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 140.000 TON | 48.00000 6720.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 65.000 TON | 56.00000 3640.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0017 405-05518 910.000 SYS | 1.00000 910.00| | ASPHALT FOR PRIME COAT | | | 0018 406-05521 905.000 SYS | 0.06000 54.30| | ASPHALT FOR TACK COAT | | | 0019 601-01854 4.000 EACH| 875.00000 3500.00| | GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 4.000 EACH| 615.00000 2460.00| | GUARDRAIL END TREATMENT, I | | | 0021 601-99105 250.000 LFT | 10.55000 2637.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 603-06040 890.000 LFT | 7.30000 6497.00| | FENCE, FARM FIELD, 47 IN. | | | 0023 608-04395 5.000 TON | 102.89000 514.45| | AGGREGATE FOR SHOULDER DRAINS | | | 0024 610-06257 130.000 SYS | 70.00000 9100.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0025 615-06505 2.000 EACH| 410.00000 820.00| | MONUMENT, B | | | 0026 615-99189 1.000 EACH| 500.00000 500.00| | PLAQUE, ALUMINUM | | | 0027 616-02320 563.000 SYS | 3.50000 1970.50| | GEOTEXTILES | | | 0028 616-06405 409.000 TON | 30.00000 12270.00| | RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 660.00000 1320.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06548 10.000 LBS | 25.50000 255.00| | SEED MIXTURE, CV | | | 0031 621-06559 2600.000 SYS | 0.66000 1716.00| | MULCHED SEEDING, R | | | 0032 621-06567 1.000 MG | 1.00000 1.00| | WATER | | | 0033 621-06574 101.000 SYS | 4.95000 499.95| | SODDING | | | 0034 621-52448 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT SPRAY | | | 0035 622-52436 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 60.000 EACH| 13.85000 831.00| | SEEDLING | | | 0037 701-51195 755.000 LFT | 35.00000 26425.00| | PILE, STEEL H, HP 12 X 53 | | | 0038 701-91792 20.000 EACH| 150.00000 3000.00| | PILE TIP, STEEL H | | | 0039 702-51005 45.600 CYS | 650.00000 29640.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 301 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 353,014.80 ROUTE : CR 400N CALL ORDER : 301 CONTRACT ID : B -21835-A COUNTIES : FAYETTE LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-51030 6190.000 LBS | 0.80000 4952.00| | REINFORCING STEEL | | | 0041 703-51032 19008.000 LBS | 0.95000 18057.60| | REINFORCING STEEL, EPOXY COATED | | | 0042 703-97936 66.000 EACH| 10.00000 660.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0043 704-51002 102.900 CYS | 650.00000 66885.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-91957 237.500 LFT | 55.50000 13181.25| | BRIDGE RAILING, THRIE BEAM | | | 0045 707-05971 1332.000 SFT | 89.00000 118548.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 36 IN. | | | 0046 709-51821 LUMP| 1400.00000 1400.00| | SURFACE SEAL | | | 0047 715-05407 76.000 LFT | 10.00000 760.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0048 801-04308 4.000 EACH| 200.00000 800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06605 8.000 EACH| 80.00000 640.00| | BARRICADE, IIIA | | | 0050 801-06606 4.000 EACH| 90.00000 360.00| | BARRICADE, IIIB | | | 0051 801-06625 4.000 EACH| 95.00000 380.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 10.000 EACH| 130.00000 1300.00| | CONSTRUCTION SIGN, A | | | 0053 802-76025 12.500 SFT | 29.75000 371.88| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0054 802-76035 12.500 SFT | 19.35000 241.88| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0055 802-76055 112.000 LFT | 3.50000 392.00| | SIGN POST, A | | | SECTION TOTALS | $ 499,791.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 499,791.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/14/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL & AWARDABLE $ 1,619,792.52 100.0000% 2 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,630,850.36 100.6826% 3 35-1609544 SCHUTT-LOOKABILL CO CONDITIONAL $ 1,661,227.99 102.5580% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,124,214.99 131.1411% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,497,274.52 154.1724% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 3,371,989.87 208.1741% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0906416 |(3) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 600.00000 7200.00| 1157.50510 13890.06| 1400.00000 16800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 2348.49000 2348.49| 100.00000 100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 81542.52000 81542.52| 93000.00000 93000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 985.000 m2 | 16.00000 15760.00| 15.55950 15326.11| 23.23000 22881.55 PAVEMENT, REMOVE | | | 0005 202-02241 190.000 m | 6.60000 1254.00| 6.68580 1270.30| 6.78000 1288.20 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 40000.00000 40000.00| 91850.14000 91850.14| 46925.00000 46925.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0007 202-51328 LUMP| 35000.00000 35000.00| 77094.36000 77094.36| 51730.00000 51730.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-51328 LUMP| 45000.00000 45000.00| 73907.79000 73907.79| 54316.00000 54316.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0009 202-51822 2115.000 m2 | 7.80000 16497.00| 13.96740 29541.05| 7.66000 16200.90 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 275.000 m2 | 8.00000 2200.00| 13.96740 3841.04| 5.66000 1556.50 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0906416 |(3) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-60822 275.000 m2 | 8.00000 2200.00| 13.96740 3841.04| 5.66000 1556.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 211-02060 45.000 m3 | 75.00000 3375.00| 41.69620 1876.33| 50.00000 2250.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-60900 311.000 Mg | 31.00000 9641.00| 30.00120 9330.37| 40.00000 12440.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 6661.400 m2 | 0.10000 666.14| 0.26170 1743.29| 0.28000 1865.19 ASPHALT FOR TACK COAT | | | 0015 501-05090 11.500 m2 | 175.00000 2012.50| 256.43970 2949.06| 100.00000 1150.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 501-05092 994.500 m2 | 58.00000 57681.00| 71.58020 71186.51| 78.28000 77849.46 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 300 mm | | | 0017 601-01522 5.000 EACH| 1270.00000 6350.00| 1197.95500 5989.78| 1300.00000 6500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 6.000 EACH| 7200.00000 43200.00| 6771.05000 40626.30| 7345.00000 44070.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 3.000 EACH| 3300.00000 9900.00| 3866.95380 11600.86| 3779.00000 11337.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 247.410 m | 34.00000 8411.94| 34.17650 8455.61| 36.16000 8946.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99132 2.000 EACH| 115.00000 230.00| 119.79550 239.59| 119.00000 238.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06639 578.800 m | 95.00000 54986.00| 55.07950 31880.01| 74.67000 43219.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 1865.450 m | 75.00000 139908.75| 49.20540 91790.21| 68.53000 127839.29 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 16.000 EACH| 7.20000 115.20| 8.33360 133.34| 8.00000 128.00 BARRIER DELINEATOR | | | 0025 610-05527 3918.100 Mg | 91.00000 356547.10| 86.46440 338776.17| 93.79000 367478.60 HMA FOR APPROACHES | | | 0026 702-51110 318.000 kg | 5.50000 1749.00| 7.72790 2457.47| 6.00000 1908.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 702-51863 224.000 EACH| 10.00000 2240.00| 11.94010 2674.58| 10.00000 2240.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 702-90522 6.000 EACH| 235.00000 1410.00| 124.45850 746.75| 200.00000 1200.00 ROADWAY DRAINS, RESET | | | 0029 702-92857 48.600 m3 | 625.00000 30375.00| 1334.73040 64867.90| 971.00000 47190.60 CONCRETE, C, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0906416 |(3) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 703-01540 148.000 EACH| 13.00000 1924.00| 6.99900 1035.85| 7.07000 1046.36 THREADED TIE BAR ASSEMBLY | | | 0031 703-51030 14191.000 kg | 1.55000 21996.05| 2.03770 28917.00| 1.63000 23131.33 REINFORCING STEEL | | | 0032 703-51032 16512.000 kg | 1.65000 27244.80| 2.16590 35763.34| 1.80000 29721.60 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 341.000 EACH| 14.00000 4774.00| 8.16160 2783.11| 8.43000 2874.63 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 704-51002 54.000 m3 | 725.00000 39150.00| 1579.24410 85279.18| 844.00000 45576.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-05732 6.000 EACH| 1100.00000 6600.00| 1303.29770 7819.79| 1500.00000 9000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51020 12.600 m3 | 925.00000 11655.00| 1045.61960 13174.81| 400.00000 5040.00 CONCRETE, C, RAILING | | | 0037 711-51114 4.000 EACH| 27.00000 108.00| 58.42170 233.69| 60.00000 240.00 ANCHOR BOLT, AR22 | | | 0038 722-51401 12.000 m2 | 400.00000 4800.00| 320.86780 3850.41| 160.00000 1920.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 2189.000 m2 | 49.00000 107261.00| 50.06080 109583.09| 56.66000 124028.74 BRIDGE DECK OVERLAY | | | 0040 722-51846 26.000 m3 | 395.00000 10270.00| 395.00000 10270.00| 395.00000 10270.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 491.800 m2 | 110.00000 54098.00| 18.59080 9142.96| 109.11000 53660.30 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 3265.800 m2 | 5.20000 16982.16| 1.58510 5176.62| 4.31000 14075.60 SURFACE MILLING | | | 0043 722-97116 640.000 m2 | 34.00000 21760.00| 49.77580 31856.51| 87.91000 56262.40 BRIDGE DECK OVERLAY PATCHING | | | 0044 724-03276 104.000 m | 170.00000 17680.00| 192.62580 20033.08| 393.70000 40944.80 EXPANSION JOINT SEALING SYSTEM | | | 0045 724-51925 36.400 m | 305.00000 11102.00| 307.24770 11183.82| 492.12000 17913.17 STRUCTURAL EXPANSION JOINT, SS | | | 0046 801-01093 8.000 EACH| 675.00000 5400.00| 625.02000 5000.16| 678.00000 5424.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-03290 1.000 EACH| 20000.00000 20000.00| 15625.50000 15625.50| 16486.00000 16486.00 CONSTRUCTION SIGN, C | | | 0048 801-06203 2822.500 m | 0.45000 1270.13| 0.41010 1157.51| 0.44000 1241.90 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 16280.500 m | 3.15000 51283.58| 3.00750 48963.60| 3.25000 52911.63 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0906416 |(3) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 801-06469 108.800 m | 6.40000 696.32| 6.15190 669.33| 6.67000 725.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0051 801-06606 10.000 EACH| 85.00000 850.00| 67.71050 677.11| 73.00000 730.00 BARRICADE, IIIB | | | 0052 801-06640 31.000 EACH| 75.00000 2325.00| 52.08500 1614.64| 57.00000 1767.00 CONSTRUCTION SIGN, A | | | 0053 801-06710 330.000 DAY | 15.50000 5115.00| 18.75060 6187.70| 15.82000 5220.60 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP| 149000.00000 149000.00| 40738.23000 40738.23| 33045.00000 33045.00 MAINTAINING TRAFFIC | | | 0055 801-09133 4.000 EACH| 4200.00000 16800.00| 3645.95000 14583.80| 3955.00000 15820.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0056 801-97643 439.200 m | 17.50000 7686.00| 26.77690 11760.41| 18.08000 7940.74 TEMPORARY BUZZ STRIPS | | | 0057 805-06592 6.000 m | 65.00000 390.00| 194.80640 1168.84| 211.00000 1266.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0058 805-95520 2.000 EACH| 220.00000 440.00| 473.97350 947.95| 513.00000 1026.00 EXPANSION FITTING, 50 mm | | | 0059 805-98336 6.000 m | 8.50000 51.00| 194.80640 1168.84| 212.00000 1272.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0060 807-86910 1.000 EACH| 44.00000 44.00| 47.91820 47.92| 51.00000 51.00 CONNECTOR KIT, UNFUSED | | | 0061 807-86915 1.000 EACH| 47.00000 47.00| 47.91820 47.92| 52.00000 52.00 CONNECTOR KIT, FUSED | | | 0062 807-92585 1.000 EACH| 1850.00000 1850.00| 1474.00550 1474.01| 1594.00000 1594.00 LIGHT POLE RESET | | | 0064 808-06705 170.000 m | 1.05000 178.50| 1.02530 174.30| 1.04000 176.80 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0065 808-06713 1416.000 m | 0.30000 424.80| 0.27330 386.99| 0.29000 410.64 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 1464.000 m | 0.30000 439.20| 0.27330 400.11| 0.29000 424.56 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0067 808-06716 3049.800 m | 1.50000 4574.70| 1.36710 4169.38| 1.48000 4513.70 LINE, REMOVE | | | 0068 808-06702 1240.500 m | 1.30000 1612.65| 1.23030 1526.19| 1.30000 1612.65 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0069 709-51821 LUMP| 8000.00000 8000.00| 7187.73000 7187.73| 3685.00000 3685.00 SURFACE SEAL , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0906416 |(3) 35-1609544 |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 709-51821 LUMP| 8500.00000 8500.00| 7291.90000 7291.90| 3922.00000 3922.00 SURFACE SEAL , STR NO 2 | | | SECTION TOTALS | $ 1,619,792.52| $ 1,630,850.36| $ 1,661,227.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,619,792.52| $ 1,630,850.36| $ 1,661,227.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1917625 |(6) 35-0918397 |ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1250.00000 15000.00| 2555.33000 30663.96| 2500.00000 30000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 3157.80000 3157.80| 42000.00000 42000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 97500.00000 97500.00| 122000.00000 122000.00| 540000.00000 540000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 985.000 m2 | 35.00000 34475.00| 33.87000 33361.95| 29.00000 28565.00 PAVEMENT, REMOVE | | | 0005 202-02241 190.000 m | 6.50000 1235.00| 6.32000 1200.80| 6.30000 1197.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 60000.00000 60000.00| 65000.00000 65000.00| 130000.00000 130000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0007 202-51328 LUMP| 60000.00000 60000.00| 60000.00000 60000.00| 130000.00000 130000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-51328 LUMP| 60000.00000 60000.00| 60000.00000 60000.00| 130000.00000 130000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0009 202-51822 2115.000 m2 | 7.50000 15862.50| 8.35000 17660.25| 21.00000 44415.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 275.000 m2 | 10.00000 2750.00| 22.66000 6231.50| 75.00000 20625.00 SURFACE MILLING, ASPHALT | | | 0011 202-60822 275.000 m2 | 10.00000 2750.00| 18.75000 5156.25| 75.00000 20625.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 211-02060 45.000 m3 | 50.00000 2250.00| 117.58000 5291.10| 48.00000 2160.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-60900 311.000 Mg | 35.00000 10885.00| 56.23000 17487.53| 96.00000 29856.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 6661.400 m2 | 0.25000 1665.35| 0.06000 399.68| 1.00000 6661.40 ASPHALT FOR TACK COAT | | | 0015 501-05090 11.500 m2 | 75.00000 862.50| 115.94000 1333.31| 180.00000 2070.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 501-05092 994.500 m2 | 75.00000 74587.50| 131.65000 130925.93| 110.00000 109395.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 300 mm | | | 0017 601-01522 5.000 EACH| 1300.00000 6500.00| 1210.49000 6052.45| 1200.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1917625 |(6) 35-0918397 |ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 601-04746 6.000 EACH| 7500.00000 45000.00| 6841.90000 41051.40| 6800.00000 40800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-94689 3.000 EACH| 3250.00000 9750.00| 3210.43000 9631.29| 3200.00000 9600.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 247.410 m | 37.50000 9277.88| 33.68000 8332.77| 34.00000 8411.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99132 2.000 EACH| 125.00000 250.00| 110.53000 221.06| 110.00000 220.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06639 578.800 m | 75.00000 43410.00| 72.78000 42125.06| 110.00000 63668.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 1865.450 m | 75.00000 139908.75| 70.21000 130973.24| 87.00000 162294.15 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 16.000 EACH| 7.50000 120.00| 6.92000 110.72| 7.40000 118.40 BARRIER DELINEATOR | | | 0025 610-05527 3918.100 Mg | 86.00000 336956.60| 88.00000 344792.80| 110.00000 430991.00 HMA FOR APPROACHES | | | 0026 702-51110 318.000 kg | 7.50000 2385.00| 9.88000 3141.84| 9.90000 3148.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 702-51863 224.000 EACH| 10.00000 2240.00| 7.24000 1621.76| 21.00000 4704.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 702-90522 6.000 EACH| 250.00000 1500.00| 265.86000 1595.16| 590.00000 3540.00 ROADWAY DRAINS, RESET | | | 0029 702-92857 48.600 m3 | 1000.00000 48600.00| 1821.54000 88526.84| 2100.00000 102060.00 CONCRETE, C, SUBSTRUCTURE | | | 0030 703-01540 148.000 EACH| 15.00000 2220.00| 13.69000 2026.12| 21.00000 3108.00 THREADED TIE BAR ASSEMBLY | | | 0031 703-51030 14191.000 kg | 1.50000 21286.50| 1.86000 26395.26| 1.80000 25543.80 REINFORCING STEEL | | | 0032 703-51032 16512.000 kg | 1.60000 26419.20| 1.92000 31703.04| 2.00000 33024.00 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 341.000 EACH| 15.00000 5115.00| 13.69000 4668.29| 21.00000 7161.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 704-51002 54.000 m3 | 1000.00000 54000.00| 1468.44000 79295.76| 2500.00000 135000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-05732 6.000 EACH| 1200.00000 7200.00| 3224.54000 19347.24| 2000.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51020 12.600 m3 | 550.00000 6930.00| 935.85000 11791.71| 1400.00000 17640.00 CONCRETE, C, RAILING | | | 0037 711-51114 4.000 EACH| 100.00000 400.00| 50.16000 200.64| 130.00000 520.00 ANCHOR BOLT, AR22 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1917625 |(6) 35-0918397 |ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 722-51401 12.000 m2 | 550.00000 6600.00| 427.63000 5131.56| 530.00000 6360.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 2189.000 m2 | 68.50000 149946.50| 96.62000 211501.18| 92.00000 201388.00 BRIDGE DECK OVERLAY | | | 0040 722-51846 26.000 m3 | 395.00000 10270.00| 395.00000 10270.00| 395.00000 10270.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 491.800 m2 | 100.00000 49180.00| 294.88000 145021.98| 220.00000 108196.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 3265.800 m2 | 7.00000 22860.60| 9.61000 31384.34| 18.00000 58784.40 SURFACE MILLING | | | 0043 722-97116 640.000 m2 | 120.00000 76800.00| 385.56000 246758.40| 220.00000 140800.00 BRIDGE DECK OVERLAY PATCHING | | | 0044 724-03276 104.000 m | 260.00000 27040.00| 421.17000 43801.68| 540.00000 56160.00 EXPANSION JOINT SEALING SYSTEM | | | 0045 724-51925 36.400 m | 300.00000 10920.00| 368.31000 13406.48| 670.00000 24388.00 STRUCTURAL EXPANSION JOINT, SS | | | 0046 801-01093 8.000 EACH| 700.00000 5600.00| 631.56000 5052.48| 1000.00000 8000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-03290 1.000 EACH| 18750.00000 18750.00| 15357.08000 15357.08| 16000.00000 16000.00 CONSTRUCTION SIGN, C | | | 0048 801-06203 2822.500 m | 0.60000 1693.50| 0.41000 1157.23| 0.63000 1778.18 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 16280.500 m | 3.10000 50469.55| 3.03000 49329.92| 3.00000 48841.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06469 108.800 m | 6.10000 663.68| 6.21000 675.65| 5.80000 631.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0051 801-06606 10.000 EACH| 100.00000 1000.00| 68.42000 684.20| 79.00000 790.00 BARRICADE, IIIB | | | 0052 801-06640 31.000 EACH| 75.00000 2325.00| 52.63000 1631.53| 72.00000 2232.00 CONSTRUCTION SIGN, A | | | 0053 801-06710 330.000 DAY | 16.00000 5280.00| 14.74000 4864.20| 15.00000 4950.00 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP| 389500.00000 389500.00| 252000.00000 252000.00| 300000.00000 300000.00 MAINTAINING TRAFFIC | | | 0055 801-09133 4.000 EACH| 4000.00000 16000.00| 3684.10000 14736.40| 3000.00000 12000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0056 801-97643 439.200 m | 17.50000 7686.00| 15.15000 6653.88| 18.00000 7905.60 TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 311 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,849.22 ROUTE : I-70 CALL ORDER : 311 CONTRACT ID : B -23934-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1917625 |(6) 35-0918397 |ERBER & MILLIGAN CONSTR. CO.|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 805-06592 6.000 m | 160.00000 960.00| 196.66000 1179.96| 200.00000 1200.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0058 805-95520 2.000 EACH| 575.00000 1150.00| 478.02000 956.04| 470.00000 940.00 EXPANSION FITTING, 50 mm | | | 0059 805-98336 6.000 m | 130.00000 780.00| 197.12000 1182.72| 200.00000 1200.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0060 807-86910 1.000 EACH| 80.00000 80.00| 47.54000 47.54| 47.00000 47.00 CONNECTOR KIT, UNFUSED | | | 0061 807-86915 1.000 EACH| 80.00000 80.00| 48.69000 48.69| 48.00000 48.00 CONNECTOR KIT, FUSED | | | 0062 807-92585 1.000 EACH| 1850.00000 1850.00| 1485.14000 1485.14| 1500.00000 1500.00 LIGHT POLE RESET | | | 0064 808-06705 170.000 m | 1.00000 170.00| 0.97000 164.90| 2.60000 442.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0065 808-06713 1416.000 m | 0.40000 566.40| 0.27000 382.32| 0.36000 509.76 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 1464.000 m | 0.40000 585.60| 0.27000 395.28| 0.36000 527.04 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0067 808-06716 3049.800 m | 1.60000 4879.68| 1.38000 4208.72| 0.94000 2866.81 LINE, REMOVE | | | 0068 808-06702 1240.500 m | 1.40000 1736.70| 1.21000 1501.01| 1.30000 1612.65 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0069 709-51821 LUMP| 7250.00000 7250.00| 6277.91000 6277.91| 7200.00000 7200.00 SURFACE SEAL , STR NO 1 | | | 0070 709-51821 LUMP| 7250.00000 7250.00| 6551.59000 6551.59| 7300.00000 7300.00 SURFACE SEAL , STR NO 2 | | | SECTION TOTALS | $ 2,124,214.99| $ 2,497,274.52| $ 3,371,989.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,124,214.99| $ 2,497,274.52| $ 3,371,989.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0756008 5328005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 1,285,139.20 100.0000% 2 35-1385672 FORCE CONSTRUCTION $ 1,388,929.82 108.0762% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,417,361.11 110.2885% 4 35-1878024 RAGLE, INC. $ 1,424,644.38 110.8552% 5 35-1616373 OXLEY, SAM & COMPANY $ 1,518,681.91 118.1725% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,546,938.91 120.3713% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-0906416 |CLR, INC. |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND ENVIRONMENTAL MITIGATION | | | 0001 105-06790 12.000 MOS | 1600.00000 19200.00| 1479.64800 17755.78| 1151.61800 13819.42 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 31000.00000 31000.00| 25720.06000 25720.06 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 64150.00000 64150.00| 71521.68000 71521.68| 70868.06000 70868.06 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6415.00000 6415.00| 25000.00000 25000.00| 28264.02000 28264.02 CLEARING RIGHT OF WAY | | | 0005 202-02241 140.000 m | 14.00000 1960.00| 5.00000 700.00| 15.37930 2153.10 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 50000.00000 50000.00| 43586.87000 43586.87| 76878.56000 76878.56 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 5376.000 m2 | 1.45000 7795.20| 1.16800 6279.17| 1.84480 9917.64 SURFACE MILLING, ASPHALT | | | 0008 203-02000 21582.000 m3 | 4.30000 92802.60| 7.29000 157332.78| 4.73210 102128.18 EXCAVATION, COMMON | | | 0009 203-02070 780.000 m3 | 7.00000 5460.00| 9.70000 7566.00| 14.67060 11443.07 BORROW | | | 0010 203-51223 273.000 m3 | 7.45000 2033.85| 13.49100 3683.04| 10.36880 2830.68 EXCAVATION, WATERWAY | | | 0011 205-02224 1379.200 m | 7.00000 9654.40| 6.55000 9033.76| 6.83530 9427.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-0906416 |CLR, INC. |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02231 17.900 m | 100.00000 1790.00| 50.00000 895.00| 54.68240 978.81 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02234 2.000 EACH| 100.00000 200.00| 90.00000 180.00| 93.75300 187.51 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 211-02060 187.400 m3 | 23.00000 4310.20| 27.25000 5106.65| 33.95660 6363.47 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 38.000 m3 | 67.00000 2546.00| 30.00000 1140.00| 41.71060 1585.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 212-06281 4145.000 m3 | 3.35000 13885.75| 2.50000 10362.50| 2.54860 10563.95 STOCKPILED SELECTED MATERIAL | | | 0017 212-06282 4145.000 m3 | 0.55000 2279.75| 3.00000 12435.00| 3.81480 15812.35 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0018 303-02051 96.000 Mg | 12.00000 1152.00| 14.60000 1401.60| 24.63890 2365.33 STONE, 2 | | | 0019 303-52308 1483.100 Mg | 12.20000 18093.82| 12.50000 18538.75| 22.96530 34059.84 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 303-98541 27.700 Mg | 20.00000 554.00| 45.00000 1246.50| 47.07890 1304.09 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0021 402-05468 486.000 Mg | 48.50000 23571.00| 46.30000 22501.80| 65.45120 31809.28 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 1328.700 Mg | 51.00000 67763.70| 48.60000 64574.82| 59.70980 79336.41 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 575.200 Mg | 62.00000 35662.40| 59.05000 33965.56| 72.34080 41610.43 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 523.700 Mg | 48.50000 25399.45| 46.30000 24247.31| 67.74770 35479.47 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 591.700 m2 | 6.00000 3550.20| 6.00000 3550.20| 7.47520 4423.08 SEAL COAT, 2 | | | 0026 405-05518 591.700 m2 | 1.75000 1035.48| 1.75000 1035.48| 0.63540 375.97 ASPHALT FOR PRIME COAT | | | 0027 406-05520 2.800 Mg | 300.00000 840.00| 300.00000 840.00| 229.65600 643.04 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH| 1220.00000 4880.00| 1200.00000 4800.00| 1250.04000 5000.16 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01740 1.000 EACH| 1710.00000 1710.00| 1495.00000 1495.00| 1770.89000 1770.89 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0030 601-02206 60.960 m | 63.00000 3840.48| 22.96000 1399.64| 64.93540 3958.46 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-0906416 |CLR, INC. |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-94689 3.000 EACH| 3250.00000 9750.00| 3671.32700 11013.98| 3333.44000 10000.32 GUARDRAIL END TREATMENT, OS | | | 0032 601-97080 4.000 EACH| 1750.00000 7000.00| 1705.00000 6820.00| 1729.22200 6916.89 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 87.630 m | 43.00000 3768.09| 32.90000 2883.03| 44.42950 3893.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 10.000 EACH| 25.00000 250.00| 9.75000 97.50| 8.33360 83.34 BARRIER DELINEATOR | | | 0035 610-05527 28.100 Mg | 103.00000 2894.30| 75.00000 2107.50| 91.86140 2581.31 HMA FOR APPROACHES | | | 0036 610-06257 177.600 m2 | 90.00000 15984.00| 79.26000 14076.58| 74.03010 13147.75 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 611-06497 1.000 EACH| 110.00000 110.00| 105.00000 105.00| 182.29750 182.30 MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 14.000 EACH| 105.00000 1470.00| 95.00000 1330.00| 106.25340 1487.55 RIGHT OF WAY MARKER | | | 0039 615-06505 4.000 EACH| 450.00000 1800.00| 395.00000 1580.00| 494.80750 1979.23 MONUMENT, B | | | 0040 615-06510 2.000 EACH| 375.00000 750.00| 295.00000 590.00| 390.63750 781.28 MONUMENT, C | | | 0041 616-02320 1024.000 m2 | 1.25000 1280.00| 3.50000 3584.00| 3.11690 3191.71 GEOTEXTILES | | | 0042 616-06405 957.000 Mg | 16.00000 15312.00| 26.25000 25121.25| 22.14250 21190.37 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 695.00000 1390.00| 660.00000 1320.00| 687.52200 1375.04 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-04258 60.500 kg | 34.70000 2099.35| 32.98000 1995.29| 34.44830 2084.12 SEED MIXTURE , HARDWOOD SEEDLING | | | PLANTING AREA | | | 0045 621-04258 3.800 kg | 60.00000 228.00| 49.90000 189.62| 57.41370 218.17 SEED MIXTURE , WETLAND PLANTING | | | 0046 621-06545 1.837 Mg | 740.00000 1359.38| 607.67600 1116.30| 637.29550 1170.71 FERTILIZER | | | 0047 621-06548 5.200 kg | 55.00000 286.00| 55.00000 286.00| 57.41410 298.55 SEED MIXTURE, CV | | | 0048 621-06553 165.000 kg | 9.10000 1501.50| 8.65000 1427.25| 9.18620 1515.72 SEED MIXTURE, R | | | 0049 621-06557 23.200 kg | 13.10000 303.92| 12.55000 291.16| 13.77930 319.68 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-0906416 |CLR, INC. |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-06565 4.000 Mg | 640.00000 2560.00| 530.00000 2120.00| 562.65030 2250.60 MULCHING MATERIAL | | | 0051 621-06567 3.400 kL | 1.00000 3.40| 1.00000 3.40| 7.88650 26.81 WATER | | | 0052 621-06574 191.000 m2 | 5.10000 974.10| 4.85000 926.35| 6.22930 1189.80 SODDING | | | 0053 622-01937 17120.000 EACH| 3.60000 61632.00| 3.45000 59064.00| 3.59390 61527.57 PLANT | | | 0054 622-52436 25.000 EACH| 25.00000 625.00| 24.00000 600.00| 25.00080 625.02 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 170.000 EACH| 11.00000 1870.00| 10.55000 1793.50| 11.45870 1947.98 SEEDLING | | | 0056 622-91786 1304.000 EACH| 11.00000 14344.00| 10.55000 13757.20| 11.45870 14942.14 SEEDLING FOR WILDLIFE HABITAT | | | 0057 701-51190 634.000 m | 115.00000 72910.00| 82.95200 52591.57| 111.51580 70701.02 PILE, STEEL H, HP 250 X 62 | | | 0058 701-91792 41.000 EACH| 75.00000 3075.00| 71.40000 2927.40| 84.13650 3449.60 PILE TIP, STEEL H | | | 0059 701-97805 99.000 m | 400.00000 39600.00| 204.52800 20248.27| 237.12370 23475.25 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0060 702-51100 137.900 kg | 10.00000 1379.00| 10.62400 1465.05| 7.75450 1069.35 DRAIN PIPE, CAST IRON, 150 mm | | | 0061 702-51110 1168.800 kg | 5.00000 5844.00| 4.65100 5436.09| 5.82230 6805.10 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0062 702-94139 65.600 m3 | 595.00000 39032.00| 600.09500 39366.23| 603.65760 39599.94 CONCRETE, A, ABOVE FOOTINGS | | | 0063 703-03622 122.000 EACH| 17.50000 2135.00| 16.57200 2021.78| 14.04610 1713.62 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0064 703-51030 5342.000 kg | 1.73000 9241.66| 1.36400 7286.49| 1.26670 6766.71 REINFORCING STEEL | | | 0065 703-51032 42552.000 kg | 1.83000 77870.16| 1.37800 58636.66| 1.47280 62670.59 REINFORCING STEEL, EPOXY COATED | | | 0066 704-51002 210.000 m3 | 585.00000 122850.00| 617.42100 129658.41| 494.56030 103857.66 CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-05732 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1309.95850 5239.83 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0068 706-51020 27.200 m3 | 410.00000 11152.00| 526.00000 14307.20| 564.12270 15344.14 CONCRETE, C, RAILING | | | 0069 707-05982 390.600 m | 228.00000 89056.80| 275.99300 107802.87| 232.63900 90868.79 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-0906416 |CLR, INC. |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 709-51821 LUMP| 5000.00000 5000.00| 4750.00000 4750.00| 5660.71000 5660.71 SURFACE SEAL | | | 0071 711-51070 28.000 EACH| 75.00000 2100.00| 30.32600 849.13| 52.70220 1475.66 ANCHOR PLATE, AP 1 | | | 0072 713-51335 LUMP| 105000.00000 105000.00| 139358.28000 139358.28| 136467.41000 136467.41 TEMPORARY BRIDGE AND APPROACHES | | | 0073 714-05760 20.000 m | 2025.00000 40500.00| 1935.00000 38700.00| 1685.71260 33714.25 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm X 1500 mm | | | 0074 715-04509 5.000 m | 170.00000 850.00| 395.00000 1975.00| 332.28120 1661.41 TEMPORARY PIPE , 750 mm | | | 0075 715-05407 41.000 m | 20.00000 820.00| 14.28300 585.60| 51.06710 2093.75 PIPE, END BENT DRAIN, 150 mm | | | 0076 715-44255 174.000 m | 7.75000 1348.50| 16.40000 2853.60| 19.80580 3446.21 PIPE, GROUP K, 150 mm | | | 0077 715-46030 2.000 EACH| 375.00000 750.00| 825.00000 1650.00| 761.58720 1523.17 PIPE END SECTION, 750 mm | | | 0078 801-04308 2.000 EACH| 470.00000 940.00| 447.00000 894.00| 465.63990 931.28 ROAD CLOSURE SIGN ASSEMBLY | | | 0079 801-06203 7156.000 m | 0.40000 2862.40| 0.38000 2719.28| 0.41010 2934.68 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0080 801-06605 2.000 EACH| 110.00000 220.00| 108.50000 217.00| 114.58700 229.17 BARRICADE, IIIA | | | 0081 801-06606 2.000 EACH| 150.00000 300.00| 149.00000 298.00| 156.25500 312.51 BARRICADE, IIIB | | | 0082 801-06640 10.000 EACH| 200.00000 2000.00| 195.00000 1950.00| 208.34000 2083.40 CONSTRUCTION SIGN, A | | | 0083 808-06703 1606.000 m | 0.88000 1413.28| 0.83000 1332.98| 0.88850 1426.93 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-75051 138.000 m | 5.15000 710.70| 4.90000 676.20| 5.12660 707.47 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0085 808-75054 138.000 m | 5.15000 710.70| 4.90000 676.20| 5.12660 707.47 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0086 808-75245 1606.000 m | 0.88000 1413.28| 0.83000 1332.98| 0.88850 1426.93 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0087 804-06740 65.000 EACH| 26.00000 1690.00| 45.75000 2973.75| 26.04000 1692.60 DELINEATOR WITH POST, D2 , WHITE | | | 0088 808-06716 760.000 m | 1.69000 1284.40| 1.60000 1216.00| 1.71000 1299.60 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 35-0906416 |CLR, INC. |FORCE CONSTRUCTION |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,285,139.20| $ 1,388,929.82| $ 1,417,361.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,285,139.20| $ 1,388,929.82| $ 1,417,361.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1616373 |(6) 35-2040801 |RAGLE, INC. |OXLEY, SAM & COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND ENVIRONMENTAL MITIGATION | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 2440.00000 29280.00| 1275.00000 15300.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 53000.00000 53000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 72540.00000 72540.00| 76750.00000 76750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| 15000.00000 15000.00| 7600.00000 7600.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 140.000 m | 5.00000 700.00| 5.30000 742.00| 14.00000 1960.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 50000.00000 50000.00| 27900.00000 27900.00| 48500.00000 48500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 5376.000 m2 | 2.00000 10752.00| 2.30000 12364.80| 2.00000 10752.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 21582.000 m3 | 3.80000 82011.60| 5.59000 120643.38| 7.29000 157332.78 EXCAVATION, COMMON | | | 0009 203-02070 780.000 m3 | 28.00000 21840.00| 12.17000 9492.60| 9.70000 7566.00 BORROW | | | 0010 203-51223 273.000 m3 | 10.00000 2730.00| 8.22000 2244.06| 10.00000 2730.00 EXCAVATION, WATERWAY | | | 0011 205-02224 1379.200 m | 5.00000 6896.00| 6.94000 9571.65| 6.55000 9033.76 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 17.900 m | 40.00000 716.00| 106.00000 1897.40| 50.00000 895.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02234 2.000 EACH| 75.00000 150.00| 95.40000 190.80| 90.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 211-02060 187.400 m3 | 26.00000 4872.40| 19.69000 3689.91| 27.25000 5106.65 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 38.000 m3 | 42.00000 1596.00| 34.74000 1320.12| 60.00000 2280.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 212-06281 4145.000 m3 | 1.50000 6217.50| 5.74000 23792.30| 2.50000 10362.50 STOCKPILED SELECTED MATERIAL | | | 0017 212-06282 4145.000 m3 | 1.50000 6217.50| 5.48000 22714.60| 3.00000 12435.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0018 303-02051 96.000 Mg | 18.00000 1728.00| 35.00000 3360.00| 14.60000 1401.60 STONE, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1616373 |(6) 35-2040801 |RAGLE, INC. |OXLEY, SAM & COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 1483.100 Mg | 21.00000 31145.10| 23.10000 34259.61| 20.00000 29662.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 303-98541 27.700 Mg | 26.00000 720.20| 49.50000 1371.15| 45.00000 1246.50 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0021 402-05468 486.000 Mg | 48.30000 23473.80| 66.88000 32503.68| 62.50000 30375.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 1328.700 Mg | 48.60000 64574.82| 60.11000 79868.16| 57.25000 76068.08 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 575.200 Mg | 59.05000 33965.56| 73.83000 42467.02| 69.00000 39688.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 523.700 Mg | 48.30000 25294.71| 69.02000 36145.77| 64.50000 33778.65 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 591.700 m2 | 6.00000 3550.20| 7.49000 4431.83| 7.00000 4141.90 SEAL COAT, 2 | | | 0026 405-05518 591.700 m2 | 1.75000 1035.48| 0.67000 396.44| 0.61000 360.94 ASPHALT FOR PRIME COAT | | | 0027 406-05520 2.800 Mg | 300.00000 840.00| 677.60000 1897.28| 220.00000 616.00 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH| 1160.00000 4640.00| 1272.00000 5088.00| 1160.00000 4640.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01740 1.000 EACH| 1625.00000 1625.00| 1644.50000 1644.50| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0030 601-02206 60.960 m | 60.00000 3657.60| 24.34000 1483.77| 60.00000 3657.60 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0031 601-94689 3.000 EACH| 3125.00000 9375.00| 3710.00000 11130.00| 3125.00000 9375.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97080 4.000 EACH| 1660.00000 6640.00| 1807.30000 7229.20| 1660.00000 6640.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 87.630 m | 41.00000 3592.83| 36.19000 3171.33| 41.00000 3592.83 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 10.000 EACH| 10.00000 100.00| 10.73000 107.30| 7.00000 70.00 BARRIER DELINEATOR | | | 0035 610-05527 28.100 Mg | 75.00000 2107.50| 96.80000 2720.08| 88.00000 2472.80 HMA FOR APPROACHES | | | 0036 610-06257 177.600 m2 | 58.00000 10300.80| 64.86000 11519.14| 75.00000 13320.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 611-06497 1.000 EACH| 150.00000 150.00| 115.50000 115.50| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1616373 |(6) 35-2040801 |RAGLE, INC. |OXLEY, SAM & COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 615-06490 14.000 EACH| 102.00000 1428.00| 104.50000 1463.00| 102.00000 1428.00 RIGHT OF WAY MARKER | | | 0039 615-06505 4.000 EACH| 250.00000 1000.00| 418.70000 1674.80| 415.00000 1660.00 MONUMENT, B | | | 0040 615-06510 2.000 EACH| 350.00000 700.00| 312.70000 625.40| 390.00000 780.00 MONUMENT, C | | | 0041 616-02320 1024.000 m2 | 1.75000 1792.00| 1.80000 1843.20| 3.50000 3584.00 GEOTEXTILES | | | 0042 616-06405 957.000 Mg | 18.00000 17226.00| 17.28000 16536.96| 26.25000 25121.25 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH| 660.00000 1320.00| 699.60000 1399.20| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-04258 60.500 kg | 32.98000 1995.29| 34.96000 2115.08| 32.98000 1995.29 SEED MIXTURE , HARDWOOD SEEDLING | | | PLANTING AREA | | | 0045 621-04258 3.800 kg | 49.90000 189.62| 54.89000 208.58| 49.90000 189.62 SEED MIXTURE , WETLAND PLANTING | | | 0046 621-06545 1.837 Mg | 610.00000 1120.57| 646.60000 1187.80| 607.68000 1116.31 FERTILIZER | | | 0047 621-06548 5.200 kg | 55.00000 286.00| 60.50000 314.60| 55.00000 286.00 SEED MIXTURE, CV | | | 0048 621-06553 165.000 kg | 8.65000 1427.25| 9.17000 1513.05| 8.65000 1427.25 SEED MIXTURE, R | | | 0049 621-06557 23.200 kg | 12.55000 291.16| 13.30000 308.56| 12.55000 291.16 SEED MIXTURE, T | | | 0050 621-06565 4.000 Mg | 530.00000 2120.00| 561.80000 2247.20| 530.00000 2120.00 MULCHING MATERIAL | | | 0051 621-06567 3.400 kL | 1.00000 3.40| 1.10000 3.74| 1.00000 3.40 WATER | | | 0052 621-06574 191.000 m2 | 4.85000 926.35| 5.14000 981.74| 6.10000 1165.10 SODDING | | | 0053 622-01937 17120.000 EACH| 3.45000 59064.00| 3.66000 62659.20| 3.45000 59064.00 PLANT | | | 0054 622-52436 25.000 EACH| 20.00000 500.00| 26.40000 660.00| 24.00000 600.00 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 170.000 EACH| 10.55000 1793.50| 11.61000 1973.70| 10.55000 1793.50 SEEDLING | | | 0056 622-91786 1304.000 EACH| 10.55000 13757.20| 11.18000 14578.72| 10.55000 13757.20 SEEDLING FOR WILDLIFE HABITAT | | | 0057 701-51190 634.000 m | 110.00000 69740.00| 67.35000 42699.90| 120.00000 76080.00 PILE, STEEL H, HP 250 X 62 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1616373 |(6) 35-2040801 |RAGLE, INC. |OXLEY, SAM & COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 701-91792 41.000 EACH| 100.00000 4100.00| 74.51000 3054.91| 120.00000 4920.00 PILE TIP, STEEL H | | | 0059 701-97805 99.000 m | 185.00000 18315.00| 310.00000 30690.00| 700.00000 69300.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0060 702-51100 137.900 kg | 4.00000 551.60| 12.00000 1654.80| 6.00000 827.40 DRAIN PIPE, CAST IRON, 150 mm | | | 0061 702-51110 1168.800 kg | 8.00000 9350.40| 5.00000 5844.00| 6.00000 7012.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0062 702-94139 65.600 m3 | 600.00000 39360.00| 382.92000 25119.55| 600.00000 39360.00 CONCRETE, A, ABOVE FOOTINGS | | | 0063 703-03622 122.000 EACH| 12.00000 1464.00| 30.00000 3660.00| 9.00000 1098.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0064 703-51030 5342.000 kg | 1.40000 7478.80| 1.21000 6463.82| 1.40000 7478.80 REINFORCING STEEL | | | 0065 703-51032 42552.000 kg | 1.50000 63828.00| 1.31000 55743.12| 1.60000 68083.20 REINFORCING STEEL, EPOXY COATED | | | 0066 704-51002 210.000 m3 | 500.00000 105000.00| 380.00000 79800.00| 600.00000 126000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-05732 4.000 EACH| 1100.00000 4400.00| 1320.00000 5280.00| 1275.00000 5100.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0068 706-51020 27.200 m3 | 350.00000 9520.00| 695.81000 18926.03| 600.00000 16320.00 CONCRETE, C, RAILING | | | 0069 707-05982 390.600 m | 225.00000 87885.00| 232.87000 90959.02| 415.00000 162099.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0070 709-51821 LUMP| 5253.00000 5253.00| 5035.00000 5035.00| 4150.00000 4150.00 SURFACE SEAL | | | 0071 711-51070 28.000 EACH| 100.00000 2800.00| 40.00000 1120.00| 25.00000 700.00 ANCHOR PLATE, AP 1 | | | 0072 713-51335 LUMP| 297000.00000 297000.00| 276798.26000 276798.26| 125000.00000 125000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0073 714-05760 20.000 m | 1800.00000 36000.00| 2070.00000 41400.00| 1935.00000 38700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm X 1500 mm | | | 0074 715-04509 5.000 m | 195.00000 975.00| 272.87000 1364.35| 395.00000 1975.00 TEMPORARY PIPE , 750 mm | | | 0075 715-05407 41.000 m | 18.00000 738.00| 10.00000 410.00| 30.00000 1230.00 PIPE, END BENT DRAIN, 150 mm | | | 0076 715-44255 174.000 m | 8.00000 1392.00| 13.20000 2296.80| 16.40000 2853.60 PIPE, GROUP K, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 361 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,596,458.53 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : B -24973-A COUNTIES : DAVIESS GREENE LETTING DATE : 06/20/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1616373 |(6) 35-2040801 |RAGLE, INC. |OXLEY, SAM & COMPANY |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 715-46030 2.000 EACH| 330.00000 660.00| 600.00000 1200.00| 825.00000 1650.00 PIPE END SECTION, 750 mm | | | 0078 801-04308 2.000 EACH| 447.00000 894.00| 385.00000 770.00| 447.00000 894.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0079 801-06203 7156.000 m | 0.38000 2719.28| 1.02000 7299.12| 0.38000 2719.28 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0080 801-06605 2.000 EACH| 108.50000 217.00| 220.00000 440.00| 108.50000 217.00 BARRICADE, IIIA | | | 0081 801-06606 2.000 EACH| 149.00000 298.00| 247.50000 495.00| 149.00000 298.00 BARRICADE, IIIB | | | 0082 801-06640 10.000 EACH| 195.00000 1950.00| 143.00000 1430.00| 195.00000 1950.00 CONSTRUCTION SIGN, A | | | 0083 808-06703 1606.000 m | 0.83000 1332.98| 1.25000 2007.50| 0.83000 1332.98 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-75051 138.000 m | 4.90000 676.20| 4.73000 652.74| 4.90000 676.20 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0085 808-75054 138.000 m | 4.90000 676.20| 4.91000 677.58| 4.90000 676.20 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0086 808-75245 1606.000 m | 0.83000 1332.98| 1.25000 2007.50| 0.83000 1332.98 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0087 804-06740 65.000 EACH| 21.00000 1365.00| 19.80000 1287.00| 21.00000 1365.00 DELINEATOR WITH POST, D2 , WHITE | | | 0088 808-06716 760.000 m | 1.60000 1216.00| 3.30000 2508.00| 1.60000 1216.00 LINE, REMOVE | | | SECTION TOTALS | $ 1,424,644.38| $ 1,518,681.91| $ 1,546,938.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,424,644.38| $ 1,518,681.91| $ 1,546,938.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B050009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 654,392.12 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO CONDITIONAL $ 659,884.02 100.8392% 3 35-1212938 ATLAS EXCAVATING, INC. $ 693,613.65 105.9935% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 724,577.07 110.7252% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 758,923.08 115.9737% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 770,754.20 117.7817% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 2900.00000 17400.00| 1400.00000 8400.00| 600.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 12000.00000 12000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32000.00000 32000.00| 32990.00000 32990.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 2500.00000 2500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 55000.00000 55000.00| 68355.00000 68355.00| 34000.00000 34000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 366.000 m2 | 7.00000 2562.00| 4.00000 1464.00| 4.50000 1647.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 484.000 m3 | 20.00000 9680.00| 14.00000 6776.00| 26.00000 12584.00 EXCAVATION, COMMON | | | 0008 203-02070 281.000 m3 | 26.50000 7446.50| 14.00000 3934.00| 18.00000 5058.00 BORROW | | | 0009 205-02224 600.000 m | 5.30000 3180.00| 5.77000 3462.00| 5.50000 3300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02237 2.000 EACH| 52.00000 104.00| 57.00000 114.00| 100.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 206-51230 126.000 m3 | 35.00000 4410.00| 50.00000 6300.00| 30.00000 3780.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 206-93520 48.500 m2 | 150.00000 7275.00| 215.00000 10427.50| 1700.00000 82450.00 TEMPORARY SHEET PILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 108.000 m3 | 58.00000 6264.00| 39.00000 4212.00| 34.00000 3672.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 20.600 m3 | 90.00000 1854.00| 40.00000 824.00| 85.00000 1751.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 213-52830 12.000 m3 | 150.00000 1800.00| 60.00000 720.00| 150.00000 1800.00 FLOWABLE MORTAR | | | 0016 213-52831 2.000 EACH| 175.00000 350.00| 500.00000 1000.00| 100.00000 200.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0017 401-05437 813.000 Mg | 61.00000 49593.00| 47.31000 38463.03| 43.50000 35365.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05454 193.000 Mg | 76.00000 14668.00| 78.09000 15071.37| 72.00000 13896.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0019 402-05475 342.000 Mg | 67.00000 22914.00| 64.98000 22223.16| 60.00000 20520.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0020 402-05495 165.000 Mg | 72.00000 11880.00| 93.48000 15424.20| 85.00000 14025.00 HMA WEDGE AND LEVEL | | | 0021 501-05090 438.200 m2 | 56.00000 24539.20| 64.00000 28044.80| 45.00000 19719.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0022 601-01522 4.000 EACH| 1500.00000 6000.00| 1700.00000 6800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-06035 128.000 m | 60.00000 7680.00| 64.00000 8192.00| 60.00000 7680.00 GUARDRAIL, RESET | | | 0024 601-99105 30.400 m | 46.00000 1398.40| 49.02000 1490.21| 37.00000 1124.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06639 61.000 m | 115.00000 7015.00| 115.49000 7044.89| 95.00000 5795.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 80.000 m | 115.00000 9200.00| 69.00000 5520.00| 75.00000 6000.00 TEMPORARY CONCRETE BARRIER | | | 0027 605-06155 37.200 m | 73.00000 2715.60| 60.00000 2232.00| 45.00000 1674.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 616-02320 32.000 m2 | 9.00000 288.00| 4.00000 128.00| 7.00000 224.00 GEOTEXTILES | | | 0029 616-51367 135.000 m2 | 74.00000 9990.00| 50.00000 6750.00| 35.00000 4725.00 SLOPEWALL, CONCRETE, 100 mm | | | 0030 619-51860 LUMP| 2800.00000 2800.00| 3420.00000 3420.00| 5600.00000 5600.00 PAINT STEEL BRIDGE, PORTIONS | | | 0031 619-60999 LUMP| 8100.00000 8100.00| 9120.00000 9120.00| 6500.00000 6500.00 CLEAN STEEL BRIDGE, PARTIAL | | | 0032 621-01620 2852.000 m2 | 0.56000 1597.12| 0.62000 1768.24| 0.60000 1711.20 MULCHED SEEDING, LEGUME, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 701-51195 102.000 m | 106.00000 10812.00| 98.42000 10038.84| 185.00000 18870.00 PILE, STEEL H, HP 310 X 79 | | | 0035 702-51005 53.800 m3 | 900.00000 48420.00| 665.40000 35798.52| 500.00000 26900.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 14.200 m3 | 650.00000 9230.00| 300.00000 4260.00| 330.00000 4686.00 CONCRETE, B, FOOTINGS | | | 0037 703-90512 48.000 EACH| 7.00000 336.00| 8.56000 410.88| 13.00000 624.00 THREADED BAR SPLICE | | | 0038 703-90976 6208.000 kg | 1.20000 7449.60| 1.22000 7573.76| 1.30000 8070.40 REINFORCING STEEL, GRADE 60 | | | 0039 703-96177 16139.000 kg | 1.30000 20980.70| 1.39000 22433.21| 1.45000 23401.55 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0040 703-97703 76.000 EACH| 8.85000 672.60| 10.39000 789.64| 14.50000 1102.00 THREADED BAR SPLICE, EPOXY COATED | | | 0041 703-97936 200.000 EACH| 16.00000 3200.00| 17.11000 3422.00| 20.00000 4000.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 704-51002 65.000 m3 | 675.00000 43875.00| 778.69000 50614.85| 550.00000 35750.00 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 16.700 m3 | 510.00000 8517.00| 417.90000 6978.93| 480.00000 8016.00 CONCRETE, C, RAILING | | | 0045 707-90219 3.000 EACH| 2000.00000 6000.00| 1095.00000 3285.00| 2000.00000 6000.00 ELASTOMERIC BEARING | | | 0046 708-51806 10.000 m2 | 500.00000 5000.00| 430.00000 4300.00| 330.00000 3300.00 REPOINTING MASONRY | | | 0047 709-51821 LUMP| 5100.00000 5100.00| 5890.00000 5890.00| 7500.00000 7500.00 SURFACE SEAL | | | 0048 710-51864 35.000 EACH| 10.00000 350.00| 1.00000 35.00| 11.00000 385.00 FIELD DRILLED HOLE | | | 0049 711-51038 LUMP| 37500.00000 37500.00| 47100.00000 47100.00| 55000.00000 55000.00 STRUCTURAL STEEL | | | 0050 711-51075 1.000 EACH| 34.00000 34.00| 50.00000 50.00| 45.00000 45.00 ANCHOR PLATE, AP2 | | | 0051 711-51085 2.000 EACH| 44.00000 88.00| 50.00000 100.00| 55.00000 110.00 ANCHOR PLATE, AP 4 | | | 0052 711-51877 LUMP| 9000.00000 9000.00| 3000.00000 3000.00| 5500.00000 5500.00 JACKING AND SUPPORTING BEAMS | | | 0053 711-95316 LUMP| 800.00000 800.00| 1.00000 1.00| 900.00000 900.00 SHOES, STEEL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05149 15.500 m | 100.00000 1550.00| 43.00000 666.50| 270.00000 4185.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05407 54.000 m | 20.00000 1080.00| 20.00000 1080.00| 20.00000 1080.00 PIPE, END BENT DRAIN, 150 mm | | | 0056 720-45045 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00| 925.00000 925.00 INLET, J10 | | | 0057 720-45055 1.000 EACH| 1100.00000 1100.00| 1250.00000 1250.00| 925.00000 925.00 INLET, M10 | | | 0058 720-45410 2.000 EACH| 1650.00000 3300.00| 1400.00000 2800.00| 2000.00000 4000.00 MANHOLE, C4 | | | 0059 722-51842 957.000 m2 | 33.00000 31581.00| 53.77000 51457.89| 51.00000 48807.00 BRIDGE DECK OVERLAY , VARIABLE DEPTH | | | 0060 722-51846 8.600 m3 | 395.00000 3397.00| 395.00000 3397.00| 395.00000 3397.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0061 722-51852 120.000 m2 | 52.00000 6240.00| 86.08000 10329.60| 100.00000 12000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0062 722-60824 798.000 m2 | 6.25000 4987.50| 4.00000 3192.00| 3.50000 2793.00 SURFACE MILLING | | | 0063 724-03276 46.700 m | 220.00000 10274.00| 279.00000 13029.30| 165.00000 7705.50 EXPANSION JOINT SEALING SYSTEM | | | 0064 801-06207 2550.000 m | 3.15000 8032.50| 3.40000 8670.00| 3.20000 8160.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06606 4.000 EACH| 80.00000 320.00| 86.00000 344.00| 90.00000 360.00 BARRICADE, IIIB | | | 0066 801-06640 7.000 EACH| 70.00000 490.00| 74.00000 518.00| 90.00000 630.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 35.00000 70.00| 40.00000 80.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 6000.00000 6000.00| 7955.00000 7955.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0069 808-06713 1700.000 m | 0.32000 544.00| 0.34000 578.00| 0.35000 595.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 850.000 m | 0.32000 272.00| 0.34000 289.00| 0.35000 297.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 202-02240 429.000 m2 | 16.00000 6864.00| 12.00000 5148.00| 19.00000 8151.00 PAVEMENT, REMOVE | | | 0072 621-01004 1.000 EACH| 675.00000 675.00| 827.00000 827.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-06548 3.520 kg | 70.00000 246.40| 62.70000 220.70| 60.00000 211.20 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1609544 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 654,392.12| $ 659,884.02| $ 693,613.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 654,392.12| $ 659,884.02| $ 693,613.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0906416 |(6) 35-1128289 |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1264.57580 7587.45| 1600.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 7055.77000 7055.77| 9900.00000 9900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 37946.15000 37946.15| 37500.00000 37500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 2325.03000 2325.03| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 70000.00000 70000.00| 94449.44000 94449.44| 70510.00000 70510.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 366.000 m2 | 8.00000 2928.00| 7.65630 2802.21| 7.60000 2781.60 SURFACE MILLING, ASPHALT | | | 0007 203-02000 484.000 m3 | 25.00000 12100.00| 17.99870 8711.37| 15.00000 7260.00 EXCAVATION, COMMON | | | 0008 203-02070 281.000 m3 | 20.00000 5620.00| 23.83350 6697.21| 22.00000 6182.00 BORROW | | | 0009 205-02224 600.000 m | 6.25000 3750.00| 5.29720 3178.32| 16.75000 10050.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02237 2.000 EACH| 60.00000 120.00| 52.08500 104.17| 55.00000 110.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 206-51230 126.000 m3 | 160.00000 20160.00| 32.51190 4096.50| 40.00000 5040.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 206-93520 48.500 m2 | 220.00000 10670.00| 326.75930 15847.83| 100.00000 4850.00 TEMPORARY SHEET PILING | | | 0013 211-02060 108.000 m3 | 25.00000 2700.00| 45.65290 4930.51| 32.00000 3456.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 20.600 m3 | 30.00000 618.00| 50.78630 1046.20| 58.00000 1194.80 AGGREGATE FOR END BENT BACKFILL | | | 0015 213-52830 12.000 m3 | 150.00000 1800.00| 313.98800 3767.86| 100.00000 1200.00 FLOWABLE MORTAR | | | 0016 213-52831 2.000 EACH| 1000.00000 2000.00| 78.87720 157.75| 70.00000 140.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0017 401-05437 813.000 Mg | 65.00000 52845.00| 47.49650 38614.65| 42.00000 34146.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05454 193.000 Mg | 78.75000 15198.75| 78.74420 15197.63| 70.00000 13510.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0019 402-05475 342.000 Mg | 65.50000 22401.00| 64.99520 22228.36| 60.00000 20520.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0906416 |(6) 35-1128289 |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05495 165.000 Mg | 94.30000 15559.50| 93.74310 15467.61| 83.00000 13695.00 HMA WEDGE AND LEVEL | | | 0021 501-05090 438.200 m2 | 60.00000 26292.00| 72.30080 31682.21| 60.00000 26292.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0022 601-01522 4.000 EACH| 1725.00000 6900.00| 1562.55000 6250.20| 1550.00000 6200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-06035 128.000 m | 64.50000 8256.00| 60.83430 7786.79| 57.00000 7296.00 GUARDRAIL, RESET | | | 0024 601-99105 30.400 m | 49.50000 1504.80| 37.59420 1142.86| 44.00000 1337.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06639 61.000 m | 130.00000 7930.00| 60.04940 3663.01| 104.00000 6344.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 80.000 m | 110.00000 8800.00| 60.04940 4803.95| 110.00000 8800.00 TEMPORARY CONCRETE BARRIER | | | 0027 605-06155 37.200 m | 65.00000 2418.00| 80.58870 2997.90| 75.00000 2790.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 616-02320 32.000 m2 | 4.00000 128.00| 6.10680 195.42| 4.85000 155.20 GEOTEXTILES | | | 0029 616-51367 135.000 m2 | 50.00000 6750.00| 76.17790 10284.02| 80.00000 10800.00 SLOPEWALL, CONCRETE, 100 mm | | | 0030 619-51860 LUMP| 2100.00000 2100.00| 3645.95000 3645.95| 2000.00000 2000.00 PAINT STEEL BRIDGE, PORTIONS | | | 0031 619-60999 LUMP| 6210.00000 6210.00| 7291.90000 7291.90| 5500.00000 5500.00 CLEAN STEEL BRIDGE, PARTIAL | | | 0032 621-01620 2852.000 m2 | 0.62000 1768.24| 0.57310 1634.48| 0.65000 1853.80 MULCHED SEEDING, LEGUME, 1 | | | 0034 701-51195 102.000 m | 130.00000 13260.00| 159.40100 16258.90| 123.00000 12546.00 PILE, STEEL H, HP 310 X 79 | | | 0035 702-51005 53.800 m3 | 600.00000 32280.00| 760.46940 40913.25| 900.00000 48420.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 14.200 m3 | 400.00000 5680.00| 496.74310 7053.75| 600.00000 8520.00 CONCRETE, B, FOOTINGS | | | 0037 703-90512 48.000 EACH| 15.00000 720.00| 7.64640 367.03| 7.50000 360.00 THREADED BAR SPLICE | | | 0038 703-90976 6208.000 kg | 1.30000 8070.40| 1.49110 9256.75| 1.15000 7139.20 REINFORCING STEEL, GRADE 60 | | | 0039 703-96177 16139.000 kg | 1.40000 22594.60| 1.60090 25836.93| 1.30000 20980.70 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0040 703-97703 76.000 EACH| 15.00000 1140.00| 10.18670 774.19| 15.00000 1140.00 THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0906416 |(6) 35-1128289 |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 703-97936 200.000 EACH| 15.00000 3000.00| 17.80770 3561.54| 15.00000 3000.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 704-51002 65.000 m3 | 520.00000 33800.00| 1067.64780 69397.11| 1500.00000 97500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-05732 4.000 EACH| 1100.00000 4400.00| 1360.69080 5442.76| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51020 16.700 m3 | 520.00000 8684.00| 596.57570 9962.81| 650.00000 10855.00 CONCRETE, C, RAILING | | | 0045 707-90219 3.000 EACH| 1950.00000 5850.00| 1548.01310 4644.04| 2100.00000 6300.00 ELASTOMERIC BEARING | | | 0046 708-51806 10.000 m2 | 325.00000 3250.00| 252.24720 2522.47| 550.00000 5500.00 REPOINTING MASONRY | | | 0047 709-51821 LUMP| 7000.00000 7000.00| 5937.69000 5937.69| 6000.00000 6000.00 SURFACE SEAL | | | 0048 710-51864 35.000 EACH| 30.00000 1050.00| 10.40260 364.09| 15.00000 525.00 FIELD DRILLED HOLE | | | 0049 711-51038 LUMP| 46000.00000 46000.00| 50736.72000 50736.72| 55774.00000 55774.00 STRUCTURAL STEEL | | | 0050 711-51075 1.000 EACH| 100.00000 100.00| 108.59910 108.60| 85.00000 85.00 ANCHOR PLATE, AP2 | | | 0051 711-51085 2.000 EACH| 100.00000 200.00| 108.59910 217.20| 95.00000 190.00 ANCHOR PLATE, AP 4 | | | 0052 711-51877 LUMP| 1000.00000 1000.00| 1298.11000 1298.11| 5000.00000 5000.00 JACKING AND SUPPORTING BEAMS | | | 0053 711-95316 LUMP| 500.00000 500.00| 226.78000 226.78| 1000.00000 1000.00 SHOES, STEEL, RESET | | | 0054 715-05149 15.500 m | 100.00000 1550.00| 136.18430 2110.86| 75.00000 1162.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05407 54.000 m | 30.00000 1620.00| 51.04830 2756.61| 16.00000 864.00 PIPE, END BENT DRAIN, 150 mm | | | 0056 720-45045 1.000 EACH| 1100.00000 1100.00| 1939.54100 1939.54| 1400.00000 1400.00 INLET, J10 | | | 0057 720-45055 1.000 EACH| 1100.00000 1100.00| 1939.54140 1939.54| 1400.00000 1400.00 INLET, M10 | | | 0058 720-45410 2.000 EACH| 1500.00000 3000.00| 2586.05510 5172.11| 2700.00000 5400.00 MANHOLE, C4 | | | 0059 722-51842 957.000 m2 | 65.00000 62205.00| 51.95340 49719.40| 50.00000 47850.00 BRIDGE DECK OVERLAY , VARIABLE DEPTH | | | 0060 722-51846 8.600 m3 | 395.00000 3397.00| 395.00000 3397.00| 395.00000 3397.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0061 722-51852 120.000 m2 | 70.00000 8400.00| 140.54750 16865.70| 115.00000 13800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 363 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 678,386.10 ROUTE : BROOKVILLE ROAD CALL ORDER : 363 CONTRACT ID : B -24974-A COUNTIES : MARION LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0906416 |(6) 35-1128289 |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 722-60824 798.000 m2 | 5.50000 4389.00| 7.29170 5818.78| 7.60000 6064.80 SURFACE MILLING | | | 0063 724-03276 46.700 m | 310.00000 14477.00| 210.44390 9827.73| 310.00000 14477.00 EXPANSION JOINT SEALING SYSTEM | | | 0064 801-06207 2550.000 m | 3.40000 8670.00| 3.10990 7930.25| 3.20000 8160.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06606 4.000 EACH| 100.00000 400.00| 78.12750 312.51| 80.00000 320.00 BARRICADE, IIIB | | | 0066 801-06640 7.000 EACH| 100.00000 700.00| 67.71050 473.97| 80.00000 560.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 40.00000 80.00| 52.08500 104.17| 80.00000 160.00 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 25000.00000 25000.00| 11533.09000 11533.09| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0069 808-06713 1700.000 m | 0.35000 595.00| 0.34190 581.23| 0.30000 510.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 850.000 m | 0.35000 297.50| 0.34190 290.62| 0.30000 255.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 202-02240 429.000 m2 | 15.00000 6435.00| 20.24970 8687.12| 15.00000 6435.00 PAVEMENT, REMOVE | | | 0072 621-01004 1.000 EACH| 830.00000 830.00| 781.28000 781.28| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-06548 3.520 kg | 64.00000 225.28| 59.70000 210.14| 125.00000 440.00 SEED MIXTURE, CV | | | SECTION TOTALS | $ 724,577.07| $ 758,923.08| $ 770,754.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 724,577.07| $ 758,923.08| $ 770,754.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 385 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 923,897.00 ROUTE : I-65, I-70 & I-465 CALL ORDER : 385 CONTRACT ID : B -25067-A COUNTIES : MARION HAMILTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 858,497.40 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 914,052.00 106.4711% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,115,977.00 129.9918% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. CONDITIONAL $ 2,499,326.00 291.1279% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK PATCHING | | | 0001 105-01925 6.000 MOS | 1400.00000 8400.00| 600.00000 3600.00| 2500.00000 15000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 110-01001 LUMP| 42900.00000 42900.00| 50000.00000 50000.00| 55700.00000 55700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 305-92470 30.000 SYS | 150.00000 4500.00| 180.00000 5400.00| 205.00000 6150.00 PORTLAND CEMENT CONCRETE FOR PATCHING | | | 0004 601-04746 4.000 EACH| 8000.00000 32000.00| 9500.00000 38000.00| 8100.00000 32400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0005 602-06639 11220.000 LFT | 27.53000 308886.60| 21.00000 235620.00| 28.00000 314160.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0006 703-51030 2800.000 LBS | 2.00000 5600.00| 0.85000 2380.00| 1.20000 3360.00 REINFORCING STEEL | | | 0007 722-51401 1710.000 SFT | 17.02000 29104.20| 22.00000 37620.00| 32.50000 55575.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0008 722-51852 21080.000 SFT | 8.75000 184450.00| 12.50000 263500.00| 17.50000 368900.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0009 801-06198 90.000 DAY | 517.50000 46575.00| 415.00000 37350.00| 450.00000 40500.00 PATROLLER | | | 0010 801-06208 60480.000 LFT | 1.17000 70761.60| 1.15000 69552.00| 1.20000 72576.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0011 801-06605 6.000 EACH| 75.00000 450.00| 185.00000 1110.00| 76.00000 456.00 BARRICADE, IIIA | | | 0012 801-06640 160.000 EACH| 69.00000 11040.00| 95.00000 15200.00| 70.00000 11200.00 CONSTRUCTION SIGN, A | | | 0013 801-06710 160.000 DAY | 18.00000 2880.00| 17.00000 2720.00| 20.00000 3200.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 385 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 923,897.00 ROUTE : I-65, I-70 & I-465 CALL ORDER : 385 CONTRACT ID : B -25067-A COUNTIES : MARION HAMILTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1212938 |(3) 35-0918397 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 62650.00000 62650.00| 103000.00000 103000.00| 87800.00000 87800.00 MAINTAINING TRAFFIC | | | 0015 801-09133 14.000 EACH| 3450.00000 48300.00| 3500.00000 49000.00| 3500.00000 49000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 858,497.40| $ 914,052.00| $ 1,115,977.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 858,497.40| $ 914,052.00| $ 1,115,977.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/00 PAGE : 385 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 923,897.00 ROUTE : I-65, I-70 & I-465 CALL ORDER : 385 CONTRACT ID : B -25067-A COUNTIES : MARION HAMILTON LETTING DATE : 06/20/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE DECK PATCHING | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 110-01001 LUMP| 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 305-92470 30.000 SYS | 135.00000 4050.00| | PORTLAND CEMENT CONCRETE FOR PATCHING | | | 0004 601-04746 4.000 EACH| 10000.00000 40000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0005 602-06639 11220.000 LFT | 30.00000 336600.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0006 703-51030 2800.000 LBS | 1.00000 2800.00| | REINFORCING STEEL | | | 0007 722-51401 1710.000 SFT | 50.00000 85500.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0008 722-51852 21080.000 SFT | 30.00000 632400.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0009 801-06198 90.000 DAY | 400.00000 36000.00| | PATROLLER | | | 0010 801-06208 60480.000 LFT | 1.20000 72576.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0011 801-06605 6.000 EACH| 100.00000 600.00| | BARRICADE, IIIA | | | 0012 801-06640 160.000 EACH| 80.00000 12800.00| | CONSTRUCTION SIGN, A | | | 0013 801-06710 160.000 DAY | 30.00000 4800.00| | FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 1080000.00000 1080000.00| | MAINTAINING TRAFFIC | | | 0015 801-09133 14.000 EACH| 6000.00000 84000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 2,499,326.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,499,326.00| | ====================================================================================================================================