INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CR 900E CALL ORDER : 420 CONTRACT ID : B -22872-A COUNTIES : HANCOCK RUSH LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9930(017) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 572,698.55 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 576,832.37 100.7218% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 799,153.79 139.5417% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,395.97 ROUTE : SR 158 CALL ORDER : 440 CONTRACT ID : B -24026-A COUNTIES : LAWRENCE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4447(001) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTUCTION COMPANY $ 415,536.55 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 458,400.21 110.3152% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION COMPANY, INC. $ 475,864.77 114.5181% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 493,832.70 118.8421% 5 35-1801998 CLR, INC. $ 533,767.75 128.4526% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-0906416 |ERBER & MILLIGAN CONSTUCTION|GOHMANN ASPHALT & CONSTRUCTI|WEDDLE BROTHERS CONSTRUCTION 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 | 1000.00000 6000.00| 1500.00000 9000.00| 1149.36000 6896.16 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3750.00000 3750.00| 3000.00000 3000.00| 1693.57000 1693.57 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20750.00000 20750.00| 22000.00000 22000.00| 24543.27000 24543.27 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 138.000 m2 | 22.50000 3105.00| 25.00000 3450.00| 23.66000 3265.08 PAVEMENT, REMOVE | | | 0005 202-02241 92.000 m | 10.00000 920.00| 5.00000 460.00| 5.28000 485.76 GUARDRAIL, REMOVE | | | 0006 202-02277 313.000 m | 6.50000 2034.50| 10.00000 3130.00| 16.21000 5073.73 GUTTER, LIP, REMOVE | | | 0007 202-03135 9.300 m2 | 100.00000 930.00| 100.00000 930.00| 181.04000 1683.67 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-51328 LUMP| 70000.00000 70000.00| 80000.00000 80000.00| 88086.58000 88086.58 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 914.000 m2 | 7.50000 6855.00| 6.50000 5941.00| 7.97000 7284.58 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 234.000 m2 | 6.50000 1521.00| 8.50000 1989.00| 5.79000 1354.86 SURFACE MILLING, ASPHALT | | | 0011 202-91385 6.000 EACH| 150.00000 900.00| 550.00000 3300.00| 531.39000 3188.34 INLET, REMOVE | | | 0012 303-60900 68.000 Mg | 20.00000 1360.00| 30.00000 2040.00| 29.11000 1979.48 COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 406-05521 512.000 m2 | 0.35000 179.20| 0.25000 128.00| 0.26000 133.12 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,395.97 ROUTE : SR 158 CALL ORDER : 440 CONTRACT ID : B -24026-A COUNTIES : LAWRENCE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-0906416 |ERBER & MILLIGAN CONSTUCTION|GOHMANN ASPHALT & CONSTRUCTI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 501-03489 44.000 EACH| 12.00000 528.00| 25.00000 1100.00| 30.31000 1333.64 TIE BAR, RETROFIT | | | 0015 501-05090 127.600 m2 | 55.00000 7018.00| 65.00000 8294.00| 66.71000 8512.20 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 601-01522 4.000 EACH| 1550.00000 6200.00| 1166.00000 4664.00| 1250.04000 5000.16 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-99105 61.000 m | 42.50000 2592.50| 40.00000 2440.00| 41.70000 2543.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 601-99133 4.000 EACH| 70.00000 280.00| 70.00000 280.00| 72.92000 291.68 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0019 602-06639 171.000 m | 55.00000 9405.00| 80.00000 13680.00| 56.13000 9598.23 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 82.000 m | 52.50000 4305.00| 75.00000 6150.00| 56.14000 4603.48 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 40.000 EACH| 7.50000 300.00| 7.00000 280.00| 7.29000 291.60 BARRIER DELINEATOR | | | 0022 610-05527 300.000 Mg | 90.00000 27000.00| 70.00000 21000.00| 73.49000 22047.00 HMA FOR APPROACHES | | | 0023 616-02320 18.000 m2 | 3.00000 54.00| 15.00000 270.00| 5.96000 107.28 GEOTEXTILES | | | 0024 616-06451 16.000 Mg | 50.00000 800.00| 50.00000 800.00| 41.30000 660.80 RIPRAP, UNIFORM | | | 0025 702-51110 2338.000 kg | 6.00000 14028.00| 6.50000 15197.00| 5.84000 13653.92 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0026 702-51863 1058.000 EACH| 6.00000 6348.00| 10.00000 10580.00| 10.30000 10897.40 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-03622 92.000 EACH| 12.00000 1104.00| 15.00000 1380.00| 13.95000 1283.40 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0028 703-51032 11510.000 kg | 1.60000 18416.00| 1.50000 17265.00| 1.70000 19567.00 REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 108.000 EACH| 10.00000 1080.00| 14.00000 1512.00| 10.71000 1156.68 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 20.000 m3 | 790.00000 15800.00| 650.00000 13000.00| 2000.19000 40003.80 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1527.92000 6111.68 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 228.000 m | 120.00000 27360.00| 150.00000 34200.00| 96.52000 22006.56 CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 2833.42000 2833.42 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,395.97 ROUTE : SR 158 CALL ORDER : 440 CONTRACT ID : B -24026-A COUNTIES : LAWRENCE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-0906416 |ERBER & MILLIGAN CONSTUCTION|GOHMANN ASPHALT & CONSTRUCTI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 711-96800 342.000 EACH| 2.50000 855.00| 5.00000 1710.00| 5.73000 1959.66 STUD SHEAR CONNECTOR | | | 0035 715-91361 32.000 m | 25.00000 800.00| 40.00000 1280.00| 111.45000 3566.40 PIPE, PVC, 150 mm | | | 0036 722-51401 9.000 m2 | 150.00000 1350.00| 250.00000 2250.00| 390.75000 3516.75 BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 1084.000 m2 | 46.50000 50406.00| 55.00000 59620.00| 49.35000 53495.40 BRIDGE DECK OVERLAY | | | 0038 722-51846 23.000 m3 | 395.00000 9085.00| 395.00000 9085.00| 395.00000 9085.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 230.000 m2 | 65.00000 14950.00| 5.00000 1150.00| 75.35000 17330.50 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0040 722-60824 914.000 m2 | 7.00000 6398.00| 4.00000 3656.00| 0.30000 274.20 SURFACE MILLING | | | 0041 724-51925 21.000 m | 320.00000 6720.00| 350.00000 7350.00| 328.65000 6901.65 STRUCTURAL EXPANSION JOINT, SS | | | 0042 725-51875 8.400 m2 | 150.00000 1260.00| 75.00000 630.00| 432.08000 3629.47 CONCRETE, A, PATCHING | | | 0043 801-03290 2.000 EACH| 150.00000 300.00| 130.00000 260.00| 140.63000 281.26 CONSTRUCTION SIGN, C | | | 0044 801-06640 25.000 EACH| 140.00000 3500.00| 120.00000 3000.00| 130.21000 3255.25 CONSTRUCTION SIGN, A | | | 0045 801-06643 1200.000 m | 3.10000 3720.00| 3.00000 3600.00| 3.15000 3780.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0046 801-06644 1426.000 m | 3.10000 4420.60| 3.00000 4278.00| 3.15000 4491.90 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0047 801-06775 LUMP| 7500.00000 7500.00| 31500.00000 31500.00| 13438.01000 13438.01 MAINTAINING TRAFFIC | | | 0048 801-97643 241.200 m | 17.50000 4221.00| 15.50000 3738.60| 15.65000 3774.78 BUZZ STRIPS | | | 0049 806-01851 LUMP| 17500.00000 17500.00| 16500.00000 16500.00| 17188.05000 17188.05 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0050 808-06713 693.000 m | 1.00000 693.00| 1.04000 720.72| 1.08000 748.44 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 741.000 m | 1.00000 741.00| 1.04000 770.64| 1.08000 800.28 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 808-06716 975.000 m | 2.25000 2193.75| 1.75000 1706.25| 1.74000 1696.50 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,395.97 ROUTE : SR 158 CALL ORDER : 440 CONTRACT ID : B -24026-A COUNTIES : LAWRENCE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-0906416 |ERBER & MILLIGAN CONSTUCTION|GOHMANN ASPHALT & CONSTRUCTI|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-04746 2.000 EACH| 5000.00000 10000.00| 4000.00000 8000.00| 4166.80000 8333.60 ENERGY ABSORBING TERMINAL, CZ | | | 0054 801-06606 1.000 EACH| 200.00000 200.00| 135.00000 135.00| 145.84000 145.84 BARRICADE, IIIB | | | SECTION TOTALS | $ 415,536.55| $ 458,400.21| $ 475,864.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 415,536.55| $ 458,400.21| $ 475,864.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,395.97 ROUTE : SR 158 CALL ORDER : 440 CONTRACT ID : B -24026-A COUNTIES : LAWRENCE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1801998 | |AMERICAN CONTRACTING & SERVI|CLR, 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 | 1200.00000 7200.00| 1100.00000 6600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24500.00000 24500.00| 26150.00000 26150.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 138.000 m2 | 55.00000 7590.00| 65.00000 8970.00| PAVEMENT, REMOVE | | | 0005 202-02241 92.000 m | 21.00000 1932.00| 25.00000 2300.00| GUARDRAIL, REMOVE | | | 0006 202-02277 313.000 m | 15.00000 4695.00| 27.00000 8451.00| GUTTER, LIP, REMOVE | | | 0007 202-03135 9.300 m2 | 250.00000 2325.00| 110.00000 1023.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-51328 LUMP| 65000.00000 65000.00| 78200.00000 78200.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 914.000 m2 | 4.00000 3656.00| 12.00000 10968.00| BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 234.000 m2 | 4.00000 936.00| 2.00000 468.00| SURFACE MILLING, ASPHALT | | | 0011 202-91385 6.000 EACH| 450.00000 2700.00| 615.00000 3690.00| INLET, REMOVE | | | 0012 303-60900 68.000 Mg | 40.00000 2720.00| 48.00000 3264.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 406-05521 512.000 m2 | 0.25000 128.00| 0.25000 128.00| ASPHALT FOR TACK COAT | | | 0014 501-03489 44.000 EACH| 40.00000 1760.00| 50.00000 2200.00| TIE BAR, RETROFIT | | | 0015 501-05090 127.600 m2 | 90.00000 11484.00| 115.00000 14674.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 601-01522 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-99105 61.000 m | 40.00000 2440.00| 40.00000 2440.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 601-99133 4.000 EACH| 65.00000 260.00| 65.00000 260.00| GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0019 602-06639 171.000 m | 90.00000 15390.00| 100.00000 17100.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,395.97 ROUTE : SR 158 CALL ORDER : 440 CONTRACT ID : B -24026-A COUNTIES : LAWRENCE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1801998 | |AMERICAN CONTRACTING & SERVI|CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06646 82.000 m | 85.00000 6970.00| 90.00000 7380.00| TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 40.000 EACH| 8.50000 340.00| 8.00000 320.00| BARRIER DELINEATOR | | | 0022 610-05527 300.000 Mg | 75.00000 22500.00| 100.00000 30000.00| HMA FOR APPROACHES | | | 0023 616-02320 18.000 m2 | 17.00000 306.00| 20.00000 360.00| GEOTEXTILES | | | 0024 616-06451 16.000 Mg | 75.00000 1200.00| 45.00000 720.00| RIPRAP, UNIFORM | | | 0025 702-51110 2338.000 kg | 7.00000 16366.00| 7.50000 17535.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0026 702-51863 1058.000 EACH| 12.00000 12696.00| 8.00000 8464.00| FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-03622 92.000 EACH| 18.00000 1656.00| 20.00000 1840.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0028 703-51032 11510.000 kg | 1.75000 20142.50| 1.58000 18185.80| REINFORCING STEEL, EPOXY COATED | | | 0029 703-97936 108.000 EACH| 15.00000 1620.00| 16.00000 1728.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0030 704-51002 20.000 m3 | 1200.00000 24000.00| 1325.00000 26500.00| CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 228.000 m | 135.00000 30780.00| 115.00000 26220.00| CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| SURFACE SEAL | | | 0034 711-96800 342.000 EACH| 16.00000 5472.00| 7.00000 2394.00| STUD SHEAR CONNECTOR | | | 0035 715-91361 32.000 m | 80.00000 2560.00| 90.00000 2880.00| PIPE, PVC, 150 mm | | | 0036 722-51401 9.000 m2 | 150.00000 1350.00| 640.00000 5760.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 1084.000 m2 | 50.00000 54200.00| 66.50000 72086.00| BRIDGE DECK OVERLAY | | | 0038 722-51846 23.000 m3 | 395.00000 9085.00| 395.00000 9085.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 230.000 m2 | 35.00000 8050.00| 80.00000 18400.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 440 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,395.97 ROUTE : SR 158 CALL ORDER : 440 CONTRACT ID : B -24026-A COUNTIES : LAWRENCE LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1801998 | |AMERICAN CONTRACTING & SERVI|CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-60824 914.000 m2 | 4.00000 3656.00| 2.00000 1828.00| SURFACE MILLING | | | 0041 724-51925 21.000 m | 400.00000 8400.00| 500.00000 10500.00| STRUCTURAL EXPANSION JOINT, SS | | | 0042 725-51875 8.400 m2 | 450.00000 3780.00| 360.00000 3024.00| CONCRETE, A, PATCHING | | | 0043 801-03290 2.000 EACH| 145.00000 290.00| 100.00000 200.00| CONSTRUCTION SIGN, C | | | 0044 801-06640 25.000 EACH| 135.00000 3375.00| 100.00000 2500.00| CONSTRUCTION SIGN, A | | | 0045 801-06643 1200.000 m | 3.25000 3900.00| 3.00000 3600.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0046 801-06644 1426.000 m | 3.25000 4634.50| 3.00000 4278.00| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0047 801-06775 LUMP| 34000.00000 34000.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0048 801-97643 241.200 m | 15.50000 3738.60| 18.50000 4462.20| BUZZ STRIPS | | | 0049 806-01851 LUMP| 20000.00000 20000.00| 18250.00000 18250.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0050 808-06713 693.000 m | 1.15000 796.95| 0.75000 519.75| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 741.000 m | 1.15000 852.15| 0.75000 555.75| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 808-06716 975.000 m | 2.00000 1950.00| 1.75000 1706.25| LINE, REMOVE | | | 0053 601-04746 2.000 EACH| 7500.00000 15000.00| 7000.00000 14000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0054 801-06606 1.000 EACH| 150.00000 150.00| 100.00000 100.00| BARRICADE, IIIB | | | SECTION TOTALS | $ 493,832.70| $ 533,767.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 493,832.70| $ 533,767.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 445 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-74 CALL ORDER : 445 CONTRACT ID : B -24087-B COUNTIES : SHELBY LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL COMPANY, INC. $ 322,001.33 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 41 CALL ORDER : 451 CONTRACT ID : B -24123-A COUNTIES : VANDERBURGH LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 75,483.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,562.88 ROUTE : CR 400N CALL ORDER : 460 CONTRACT ID : B -24132-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9934(020) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION COMPANY, INC. $ 212,894.14 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 217,845.52 102.3257% 3 35-1058755 BAKER & SCHULTZ, INC. $ 244,514.82 114.8527% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1058755 |ISOM, JACK CONSTRUCTION COMP|WIRTZ & YATES, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1200.00000 7200.00| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 5225.00000 5225.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 12200.00000 12200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 1800.00000 1800.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 400.00000 400.00 TESTING FOR ASBESTOS | | | 0006 202-51330 LUMP| 18000.00000 18000.00| 12000.00000 12000.00| 41565.00000 41565.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60821 195.000 m2 | 9.00000 1755.00| 9.00000 1755.00| 9.50000 1852.50 SURFACE MILLING, BITUMINOUS | | | 0008 203-02000 330.000 m3 | 8.00000 2640.00| 10.48000 3458.40| 18.80000 6204.00 EXCAVATION, COMMON | | | 0009 203-02070 50.000 m3 | 13.00000 650.00| 19.50000 975.00| 23.00000 1150.00 BORROW | | | 0010 203-51223 115.000 m3 | 8.50000 977.50| 9.13000 1049.95| 20.90000 2403.50 EXCAVATION, WATERWAY | | | 0011 205-02224 39.000 m | 15.00000 585.00| 15.00000 585.00| 13.75000 536.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 34.000 m | 15.00000 510.00| 15.00000 510.00| 13.75000 467.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02231 7.000 m | 25.00000 175.00| 400.00000 2800.00| 47.00000 329.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,562.88 ROUTE : CR 400N CALL ORDER : 460 CONTRACT ID : B -24132-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1058755 |ISOM, JACK CONSTRUCTION COMP|WIRTZ & YATES, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51230 26.000 m3 | 32.00000 832.00| 40.00000 1040.00| 13.00000 338.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 11.000 m3 | 25.00000 275.00| 20.50000 225.50| 26.10000 287.10 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 4.000 m3 | 250.00000 1000.00| 183.05000 732.20| 130.00000 520.00 FLOWABLE MORTAR | | | 0017 303-52308 410.000 Mg | 14.00000 5740.00| 19.80000 8118.00| 18.80000 7708.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 160.000 Mg | 62.00000 9920.00| 61.60000 9856.00| 57.45000 9192.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 70.000 Mg | 66.00000 4620.00| 67.20000 4704.00| 62.70000 4389.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 405-05518 710.000 m2 | 2.00000 1420.00| 1.50000 1065.00| 1.30000 923.00 ASPHALT FOR PRIME COAT | | | 0021 406-05521 1135.000 m2 | 1.50000 1702.50| 1.00000 1135.00| 0.80000 908.00 ASPHALT FOR TACK COAT | | | 0022 501-05090 110.000 m2 | 47.00000 5170.00| 52.80000 5808.00| 51.45000 5659.50 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0023 601-01846 1.000 EACH| 1600.00000 1600.00| 1650.00000 1650.00| 1540.00000 1540.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-01854 4.000 EACH| 800.00000 3200.00| 750.00000 3000.00| 705.00000 2820.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0025 601-06037 3.000 EACH| 700.00000 2100.00| 600.00000 1800.00| 564.00000 1692.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 110.490 m | 38.00000 4198.62| 34.00000 3756.66| 31.60000 3491.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 603-06040 282.000 m | 25.00000 7050.00| 23.40000 6598.80| 21.80000 6147.60 FENCE, FARM FIELD, 1190 mm | | | 0028 603-94842 2.000 EACH| 900.00000 1800.00| 767.20000 1534.40| 715.80000 1431.60 FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0029 610-05527 24.000 Mg | 80.00000 1920.00| 80.00000 1920.00| 73.15000 1755.60 HMA FOR APPROACHES | | | 0030 611-06497 2.000 EACH| 175.00000 350.00| 200.00000 400.00| 156.75000 313.50 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06505 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 324.00000 324.00 MONUMENT, B | | | 0032 615-99189 1.000 EACH| 1000.00000 1000.00| 700.00000 700.00| 600.00000 600.00 PLAQUE, ALUMINUM | | | 0033 616-02320 305.000 m2 | 3.60000 1098.00| 5.00000 1525.00| 4.15000 1265.75 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,562.88 ROUTE : CR 400N CALL ORDER : 460 CONTRACT ID : B -24132-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1058755 |ISOM, JACK CONSTRUCTION COMP|WIRTZ & YATES, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06405 238.000 Mg | 20.00000 4760.00| 25.23000 6004.74| 26.10000 6211.80 RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| 313.00000 626.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06548 5.000 kg | 75.00000 375.00| 65.00000 325.00| 57.50000 287.50 SEED MIXTURE, CV | | | 0037 621-06559 1500.000 m2 | 1.00000 1500.00| 1.00000 1500.00| 0.88000 1320.00 MULCHED SEEDING, R | | | 0038 621-06567 8.000 kL | 10.00000 80.00| 0.65000 5.20| 0.54000 4.32 WATER | | | 0039 621-06574 127.000 m2 | 7.00000 889.00| 9.00000 1143.00| 6.60000 838.20 SODDING | | | 0040 621-06575 275.000 m2 | 7.00000 1925.00| 9.00000 2475.00| 6.60000 1815.00 SODDING, NURSERY | | | 0041 622-52436 2.000 EACH| 35.00000 70.00| 50.00000 100.00| 26.10000 52.20 SIGN, DO NOT MOW OR SPRAY | | | 0042 622-91786 60.000 EACH| 12.00000 720.00| 20.00000 1200.00| 15.65000 939.00 SEEDLING | | | 0043 701-96089 211.000 m | 88.00000 18568.00| 79.00000 16669.00| 82.00000 17302.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0044 701-98649 31.000 m | 170.00000 5270.00| 165.00000 5115.00| 125.00000 3875.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0045 701-99086 18.000 EACH| 200.00000 3600.00| 60.00000 1080.00| 152.00000 2736.00 PILE TIP, STEEL SHELL | | | 0046 703-51032 10267.000 kg | 1.06000 10883.02| 1.33000 13655.11| 1.20000 12320.40 REINFORCING STEEL, EPOXY COATED | | | 0047 703-97703 66.000 EACH| 12.00000 792.00| 12.00000 792.00| 10.00000 660.00 THREADED BAR SPLICE, EPOXY COATED | | | 0048 704-51002 67.200 m3 | 455.00000 30576.00| 535.72000 36000.39| 600.00000 40320.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-91957 38.100 m | 175.00000 6667.50| 168.00000 6400.80| 157.20000 5989.32 BRIDGE RAILING, THRIE BEAM | | | 0050 709-51821 LUMP| 900.00000 900.00| 1900.00000 1900.00| 1250.00000 1250.00 SURFACE SEAL | | | 0051 715-02935 10.000 m | 30.00000 300.00| 40.00000 400.00| 15.65000 156.50 PIPE, PVC, OUTLET, 150 mm | | | 0052 715-03153 52.000 m | 60.00000 3120.00| 55.58000 2890.16| 57.50000 2990.00 PIPE, GROUP D, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,562.88 ROUTE : CR 400N CALL ORDER : 460 CONTRACT ID : B -24132-A COUNTIES : HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1058755 |ISOM, JACK CONSTRUCTION COMP|WIRTZ & YATES, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05048 140.000 m | 28.00000 3920.00| 16.40000 2296.00| 26.10000 3654.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0054 715-05601 19.000 m | 40.00000 760.00| 45.69000 868.11| 47.00000 893.00 PIPE, GROUP D, 300 mm | | | 0055 715-35000 15.000 m | 50.00000 750.00| 32.67000 490.05| 15.65000 234.75 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0056 715-35005 15.000 m | 60.00000 900.00| 32.67000 490.05| 17.75000 266.25 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0057 715-46000 1.000 EACH| 200.00000 200.00| 140.00000 140.00| 183.00000 183.00 PIPE END SECTION, 300 mm | | | 0058 715-46010 3.000 EACH| 310.00000 930.00| 180.00000 540.00| 221.00000 663.00 PIPE END SECTION, 450 mm | | | 0059 718-04881 2.000 EACH| 300.00000 600.00| 200.00000 400.00| 26.10000 52.20 OUTLET PROTECTOR, B | | | 0060 718-52610 40.000 m3 | 26.00000 1040.00| 34.00000 1360.00| 47.00000 1880.00 AGGREGATE FOR UNDERDRAINS | | | 0061 720-45035 1.000 EACH| 1500.00000 1500.00| 1200.00000 1200.00| 1045.00000 1045.00 INLET, F7 | | | 0062 801-04308 4.000 EACH| 225.00000 900.00| 225.00000 900.00| 204.00000 816.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06605 8.000 EACH| 120.00000 960.00| 150.00000 1200.00| 104.00000 832.00 BARRICADE, IIIA | | | 0064 801-06606 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 115.00000 460.00 BARRICADE, IIIB | | | 0065 801-06625 4.000 EACH| 120.00000 480.00| 150.00000 600.00| 104.00000 416.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 8.000 EACH| 115.00000 920.00| 120.00000 960.00| 94.00000 752.00 CONSTRUCTION SIGN, A | | | 0067 804-06770 2.000 EACH| 25.00000 50.00| 22.00000 44.00| 17.75000 35.50 DELINEATOR POST | | | SECTION TOTALS | $ 212,894.14| $ 217,845.52| $ 244,514.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 212,894.14| $ 217,845.52| $ 244,514.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 570,457.03 ROUTE : CR 150S CALL ORDER : 470 CONTRACT ID : B -24295-A COUNTIES : FRANKLIN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9924(003) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING COMPANY, INC. $ 428,179.31 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 549,455.92 128.3237% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 561,146.48 131.0540% 4 35-1385672 FORCE CONSTRUCTION COMPANY, INC. $ 583,324.55 136.2337% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 614,801.50 143.5850% ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1128289 |(3) 35-1310611 |MCALISTER EXCAVATING COMPANY|BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 201-52370 LUMP| 8000.00000 8000.00| 11000.00000 11000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0002 202-51330 LUMP| 9000.00000 9000.00| 15378.99000 15378.99| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0003 202-60820 190.000 SYS | 9.00000 1710.00| 14.75000 2802.50| 10.00000 1900.00 SURFACE MILLING, ASPHALT | | | 0004 203-02000 1113.000 CYS | 7.00000 7791.00| 12.50000 13912.50| 10.00000 11130.00 EXCAVATION, COMMON | | | 0005 203-51224 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 5000.00000 5000.00 EXCAVATION, WATERWAY | | | 0006 205-02224 1185.000 LFT | 2.55000 3021.75| 2.50000 2962.50| 2.00000 2370.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02229 70.000 LFT | 4.25000 297.50| 4.25000 297.50| 5.00000 350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 206-51220 334.000 CYS | 60.00000 20040.00| 175.00000 58450.00| 100.00000 33400.00 EXCAVATION, WET | | | 0009 211-02060 402.000 CYS | 20.00000 8040.00| 25.00000 10050.00| 20.00000 8040.00 B BORROW FOR STRUCTURE BACKFILL | | | 0010 213-52830 10.000 CYS | 100.00000 1000.00| 130.00000 1300.00| 150.00000 1500.00 FLOWABLE MORTAR | | | 0011 303-04095 295.000 TON | 18.00000 5310.00| 19.00000 5605.00| 20.00000 5900.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0012 303-52308 735.000 TON | 15.00000 11025.00| 16.25000 11943.75| 16.00000 11760.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 570,457.03 ROUTE : CR 150S CALL ORDER : 470 CONTRACT ID : B -24295-A COUNTIES : FRANKLIN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1128289 |(3) 35-1310611 |MCALISTER EXCAVATING COMPANY|BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05474 245.000 TON | 39.00000 9555.00| 37.00000 9065.00| 38.23000 9366.35 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 126.000 TON | 51.00000 6426.00| 50.00000 6300.00| 52.80000 6652.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 404-05514 890.000 SYS | 4.00000 3560.00| 4.25000 3782.50| 4.40000 3916.00 SEAL COAT, 5 | | | 0016 405-05518 1500.000 SYS | 0.71000 1065.00| 0.55000 825.00| 0.05000 75.00 ASPHALT FOR PRIME COAT | | | 0017 406-05521 1750.000 SYS | 0.27000 472.50| 0.25000 437.50| 0.22000 385.00 ASPHALT FOR TACK COAT | | | 0018 501-05090 111.900 SYS | 45.00000 5035.50| 50.00000 5595.00| 65.00000 7273.50 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0019 601-02354 4.000 EACH| 280.00000 1120.00| 300.00000 1200.00| 330.00000 1320.00 GUARDRAIL TRANSITION, WT | | | 0020 601-06037 4.000 EACH| 580.00000 2320.00| 550.00000 2200.00| 605.00000 2420.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 206.250 LFT | 12.25000 2526.56| 9.40000 1938.75| 10.34000 2132.62 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 603-06040 460.000 LFT | 5.90000 2714.00| 5.40000 2484.00| 5.94000 2732.40 FENCE, FARM FIELD, 47 IN. | | | 0023 611-06497 1.000 EACH| 100.00000 100.00| 165.00000 165.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0024 615-06505 2.000 EACH| 315.00000 630.00| 315.00000 630.00| 300.00000 600.00 MONUMENT, B | | | 0025 616-02320 805.000 SYS | 2.00000 1610.00| 1.75000 1408.75| 3.50000 2817.50 GEOTEXTILES | | | 0026 616-06405 605.000 TON | 16.50000 9982.50| 18.00000 10890.00| 20.00000 12100.00 RIPRAP, REVETMENT | | | 0027 621-01004 2.000 EACH| 675.00000 1350.00| 700.00000 1400.00| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-01371 40.000 LBS | 5.90000 236.00| 5.75000 230.00| 5.88000 235.20 SEED MIXTURE, LEGUME, 2 | | | 0029 621-06545 0.500 TON | 650.00000 325.00| 625.00000 312.50| 649.00000 324.50 FERTILIZER | | | 0030 621-06548 7.000 LBS | 65.00000 455.00| 58.00000 406.00| 60.50000 423.50 SEED MIXTURE, CV | | | 0031 621-06553 140.000 LBS | 4.50000 630.00| 4.25000 595.00| 4.51000 631.40 SEED MIXTURE, R | | | 0032 621-06565 2.400 TON | 650.00000 1560.00| 600.00000 1440.00| 627.00000 1504.80 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 570,457.03 ROUTE : CR 150S CALL ORDER : 470 CONTRACT ID : B -24295-A COUNTIES : FRANKLIN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1128289 |(3) 35-1310611 |MCALISTER EXCAVATING COMPANY|BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06567 6.000 MG | 1.00000 6.00| 1.00000 6.00| 1.10000 6.60 WATER | | | 0034 621-06574 284.000 SYS | 4.60000 1306.40| 5.25000 1491.00| 4.51000 1280.84 SODDING | | | 0035 622-52436 6.000 EACH| 27.00000 162.00| 25.00000 150.00| 26.40000 158.40 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 125.000 EACH| 12.50000 1562.50| 12.00000 1500.00| 12.37000 1546.25 SEEDLING | | | 0037 701-51195 1669.000 LFT | 23.00000 38387.00| 23.50000 39221.50| 30.00000 50070.00 PILE, STEEL H, HP 12 X 53 | | | 0038 701-91792 61.000 EACH| 70.00000 4270.00| 75.00000 4575.00| 100.00000 6100.00 PILE TIP, STEEL H | | | 0039 702-51005 155.200 CYS | 290.00000 45008.00| 420.00000 65184.00| 400.00000 62080.00 CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51015 93.200 CYS | 280.00000 26096.00| 200.00000 18640.00| 400.00000 37280.00 CONCRETE, B, FOOTINGS | | | 0041 703-51030 20079.000 LBS | 0.50000 10039.50| 0.45000 9035.55| 0.60000 12047.40 REINFORCING STEEL | | | 0042 703-51032 23511.000 LBS | 0.60000 14106.60| 0.58000 13636.38| 0.70000 16457.70 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 114.900 CYS | 330.00000 37917.00| 500.00000 57450.00| 500.00000 57450.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-91957 312.500 LFT | 38.00000 11875.00| 32.30000 10093.75| 35.53000 11103.12 BRIDGE RAILING, THRIE BEAM | | | 0045 707-51045 LUMP| 55000.00000 55000.00| 80318.00000 80318.00| 65000.00000 65000.00 CONCRETE STRUCTURAL MEMBERS | | | 0046 709-51821 LUMP| 2250.00000 2250.00| 2000.00000 2000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0047 715-03149 42.000 LFT | 18.00000 756.00| 38.00000 1596.00| 20.00000 840.00 PIPE, GROUP D, 15 IN. | | | 0048 715-46005 2.000 EACH| 180.00000 360.00| 225.00000 450.00| 200.00000 400.00 PIPE END SECTION, 15 IN. | | | 0049 715-46010 2.000 EACH| 200.00000 400.00| 275.00000 550.00| 225.00000 450.00 PIPE END SECTION, 18 IN. | | | 0050 715-99372 56.000 LFT | 20.00000 1120.00| 40.00000 2240.00| 25.00000 1400.00 PIPE, GROUP A, 18 IN. | | | 0051 724-51925 24.600 LFT | 100.00000 2460.00| 125.00000 3075.00| 125.00000 3075.00 STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-04308 3.000 EACH| 500.00000 1500.00| 170.00000 510.00| 506.00000 1518.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06605 7.000 EACH| 180.00000 1260.00| 100.00000 700.00| 176.00000 1232.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 570,457.03 ROUTE : CR 150S CALL ORDER : 470 CONTRACT ID : B -24295-A COUNTIES : FRANKLIN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1128289 |(3) 35-1310611 |MCALISTER EXCAVATING COMPANY|BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06640 12.000 EACH| 165.00000 1980.00| 180.00000 2160.00| 165.00000 1980.00 CONSTRUCTION SIGN, A | | | 0055 802-76025 12.500 SFT | 17.00000 212.50| 17.00000 212.50| 18.70000 233.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0056 802-76035 8.000 SFT | 18.00000 144.00| 16.00000 128.00| 17.60000 140.80 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0057 802-76055 65.000 LFT | 4.50000 292.50| 4.70000 305.50| 5.17000 336.05 SIGN POST, A | | | 0058 808-75035 20.000 LFT | 15.00000 300.00| 6.00000 120.00| 11.00000 220.00 LINE, PAINT, SOLID, WHITE, 24 IN. | | | 0059 900-06790 12.000 MOS | 1000.00000 12000.00| 800.00000 9600.00| 1200.00000 14400.00 FIELD OFFICE, 300 SQ FT | | | 0060 930-06845 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0061 940-01001 LUMP| 20000.00000 20000.00| 27500.00000 27500.00| 27500.00000 27500.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 428,179.31| $ 549,455.92| $ 561,146.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 428,179.31| $ 549,455.92| $ 561,146.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 470 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 570,457.03 ROUTE : CR 150S CALL ORDER : 470 CONTRACT ID : B -24295-A COUNTIES : FRANKLIN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION COMPANY, |GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 201-52370 LUMP| 16800.00000 16800.00| 12000.00000 12000.00| CLEARING RIGHT OF WAY | | | 0002 202-51330 LUMP| 33600.00000 33600.00| 36000.00000 36000.00| PRESENT STRUCTURE, REMOVE | | | 0003 202-60820 190.000 SYS | 7.84000 1489.60| 8.00000 1520.00| SURFACE MILLING, ASPHALT | | | 0004 203-02000 1113.000 CYS | 14.56000 16205.28| 15.00000 16695.00| EXCAVATION, COMMON | | | 0005 203-51224 LUMP| 3248.00000 3248.00| 10000.00000 10000.00| EXCAVATION, WATERWAY | | | 0006 205-02224 1185.000 LFT | 2.63000 3116.55| 2.35000 2784.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02229 70.000 LFT | 4.42000 309.40| 3.95000 276.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 206-51220 334.000 CYS | 109.76000 36659.84| 50.00000 16700.00| EXCAVATION, WET | | | 0009 211-02060 402.000 CYS | 15.68000 6303.36| 24.00000 9648.00| B BORROW FOR STRUCTURE BACKFILL | | | 0010 213-52830 10.000 CYS | 84.00000 840.00| 200.00000 2000.00| FLOWABLE MORTAR | | | 0011 303-04095 295.000 TON | 16.24000 4790.80| 18.25000 5383.75| COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0012 303-52308 735.000 TON | 15.68000 11524.80| 15.20000 11172.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05474 245.000 TON | 46.03000 11277.35| 34.75000 8513.75| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 126.000 TON | 56.11000 7069.86| 48.00000 6048.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0015 404-05514 890.000 SYS | 2.86000 2545.40| 4.00000 3560.00| SEAL COAT, 5 | | | 0016 405-05518 1500.000 SYS | 0.59000 885.00| 0.50000 750.00| ASPHALT FOR PRIME COAT | | | 0017 406-05521 1750.000 SYS | 0.04000 70.00| 0.25000 437.50| ASPHALT FOR TACK COAT | | | 0018 501-05090 111.900 SYS | 61.60000 6893.04| 60.00000 6714.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 470 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 570,457.03 ROUTE : CR 150S CALL ORDER : 470 CONTRACT ID : B -24295-A COUNTIES : FRANKLIN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION COMPANY, |GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-02354 4.000 EACH| 336.00000 1344.00| 300.00000 1200.00| GUARDRAIL TRANSITION, WT | | | 0020 601-06037 4.000 EACH| 616.00000 2464.00| 550.00000 2200.00| GUARDRAIL END TREATMENT, I | | | 0021 601-99105 206.250 LFT | 10.53000 2171.81| 9.40000 1938.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 603-06040 460.000 LFT | 6.05000 2783.00| 5.40000 2484.00| FENCE, FARM FIELD, 47 IN. | | | 0023 611-06497 1.000 EACH| 184.80000 184.80| 165.00000 165.00| MAILBOX ASSEMBLY, SINGLE | | | 0024 615-06505 2.000 EACH| 352.80000 705.60| 315.00000 630.00| MONUMENT, B | | | 0025 616-02320 805.000 SYS | 2.24000 1803.20| 4.00000 3220.00| GEOTEXTILES | | | 0026 616-06405 605.000 TON | 16.80000 10164.00| 30.00000 18150.00| RIPRAP, REVETMENT | | | 0027 621-01004 2.000 EACH| 728.00000 1456.00| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-01371 40.000 LBS | 5.99000 239.60| 5.35000 214.00| SEED MIXTURE, LEGUME, 2 | | | 0029 621-06545 0.500 TON | 660.80000 330.40| 590.00000 295.00| FERTILIZER | | | 0030 621-06548 7.000 LBS | 61.60000 431.20| 55.00000 385.00| SEED MIXTURE, CV | | | 0031 621-06553 140.000 LBS | 4.59000 642.60| 4.10000 574.00| SEED MIXTURE, R | | | 0032 621-06565 2.400 TON | 638.40000 1532.16| 570.00000 1368.00| MULCHING MATERIAL | | | 0033 621-06567 6.000 MG | 1.12000 6.72| 1.00000 6.00| WATER | | | 0034 621-06574 284.000 SYS | 4.59000 1303.56| 4.10000 1164.40| SODDING | | | 0035 622-52436 6.000 EACH| 26.88000 161.28| 24.00000 144.00| SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 125.000 EACH| 12.60000 1575.00| 11.25000 1406.25| SEEDLING | | | 0037 701-51195 1669.000 LFT | 24.98000 41691.62| 29.00000 48401.00| PILE, STEEL H, HP 12 X 53 | | | 0038 701-91792 61.000 EACH| 84.00000 5124.00| 110.00000 6710.00| PILE TIP, STEEL H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 470 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 570,457.03 ROUTE : CR 150S CALL ORDER : 470 CONTRACT ID : B -24295-A COUNTIES : FRANKLIN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION COMPANY, |GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-51005 155.200 CYS | 378.56000 58752.51| 450.00000 69840.00| CONCRETE, A, SUBSTRUCTURE | | | 0040 702-51015 93.200 CYS | 290.08000 27035.46| 400.00000 37280.00| CONCRETE, B, FOOTINGS | | | 0041 703-51030 20079.000 LBS | 0.55000 11043.45| 0.50000 10039.50| REINFORCING STEEL | | | 0042 703-51032 23511.000 LBS | 0.66000 15517.26| 0.60000 14106.60| REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 114.900 CYS | 514.08000 59067.79| 550.00000 63195.00| CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-91957 312.500 LFT | 32.30000 10093.75| 32.30000 10093.75| BRIDGE RAILING, THRIE BEAM | | | 0045 707-51045 LUMP| 67200.00000 67200.00| 95000.00000 95000.00| CONCRETE STRUCTURAL MEMBERS | | | 0046 709-51821 LUMP| 2094.69000 2094.69| 2000.00000 2000.00| SURFACE SEAL | | | 0047 715-03149 42.000 LFT | 19.91000 836.22| 45.00000 1890.00| PIPE, GROUP D, 15 IN. | | | 0048 715-46005 2.000 EACH| 376.04000 752.08| 300.00000 600.00| PIPE END SECTION, 15 IN. | | | 0049 715-46010 2.000 EACH| 397.71000 795.42| 350.00000 700.00| PIPE END SECTION, 18 IN. | | | 0050 715-99372 56.000 LFT | 23.41000 1310.96| 50.00000 2800.00| PIPE, GROUP A, 18 IN. | | | 0051 724-51925 24.600 LFT | 89.32000 2197.27| 120.00000 2952.00| STRUCTURAL EXPANSION JOINT, SS | | | 0052 801-04308 3.000 EACH| 179.20000 537.60| 460.00000 1380.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06605 7.000 EACH| 44.80000 313.60| 160.00000 1120.00| BARRICADE, IIIA | | | 0054 801-06640 12.000 EACH| 196.00000 2352.00| 150.00000 1800.00| CONSTRUCTION SIGN, A | | | 0055 802-76025 12.500 SFT | 19.04000 238.00| 17.00000 212.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0056 802-76035 8.000 SFT | 17.92000 143.36| 16.00000 128.00| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0057 802-76055 65.000 LFT | 5.26000 341.90| 4.70000 305.50| SIGN POST, A | | | 0058 808-75035 20.000 LFT | 6.72000 134.40| 10.00000 200.00| LINE, PAINT, SOLID, WHITE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 470 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 570,457.03 ROUTE : CR 150S CALL ORDER : 470 CONTRACT ID : B -24295-A COUNTIES : FRANKLIN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION COMPANY, |GOHMANN ASPHALT & CONSTRUCTI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 900-06790 12.000 MOS | 1120.00000 13440.00| 1500.00000 18000.00| FIELD OFFICE, 300 SQ FT | | | 0060 930-06845 LUMP| 10640.00000 10640.00| 9000.00000 9000.00| CONSTRUCTION ENGINEERING | | | 0061 940-01001 LUMP| 58744.00000 58744.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 583,324.55| $ 614,801.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 583,324.55| $ 614,801.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,423.70 ROUTE : CR 250W CALL ORDER : 480 CONTRACT ID : B -24305-A COUNTIES : PUTNAM LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/16/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9967(014) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 356,120.23 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 386,527.20 108.5384% 3 35-1111003 WHITE CONSTRUCTION, INC. $ 415,637.41 116.7126% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 430,565.24 120.9044% 5 35-1128289 BEATY CONSTRUCTION, INC. CONDITIONAL $ 463,762.03 130.2262% 6 35-1801998 CLR, INC. $ 510,563.60 143.3683% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-1111003 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|WHITE 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 9.000 MOS | 743.08000 6687.72| 1200.00000 10800.00| 1300.00000 11700.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8690.00000 8690.00| 10000.00000 10000.00| 5850.00000 5850.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14570.00000 14570.00| 19500.00000 19500.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5940.00000 5940.00| 7500.00000 7500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10799.00000 10799.00| 20000.00000 20000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1475.000 m3 | 5.96000 8791.00| 10.00000 14750.00| 18.50000 27287.50 EXCAVATION, COMMON | | | 0007 203-02070 645.000 m3 | 10.82000 6978.90| 12.00000 7740.00| 28.00000 18060.00 BORROW | | | 0008 203-51223 690.000 m3 | 11.46000 7907.40| 10.00000 6900.00| 11.00000 7590.00 EXCAVATION, WATERWAY | | | 0009 205-02224 87.000 m | 9.40000 817.80| 10.50000 913.50| 9.84000 856.08 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 142.000 m | 12.55000 1782.10| 14.00000 1988.00| 12.90000 1831.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-51220 108.000 m3 | 9.60000 1036.80| 275.00000 29700.00| 275.00000 29700.00 EXCAVATION, WET | | | 0012 206-51230 35.000 m3 | 25.09000 878.15| 10.00000 350.00| 31.00000 1085.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,423.70 ROUTE : CR 250W CALL ORDER : 480 CONTRACT ID : B -24305-A COUNTIES : PUTNAM LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-1111003 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 19.000 m3 | 110.85000 2106.15| 150.00000 2850.00| 125.00000 2375.00 FLOWABLE MORTAR | | | 0014 303-52308 925.000 Mg | 14.54000 13449.50| 15.00000 13875.00| 15.45000 14291.25 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 501-05090 92.000 m2 | 69.17000 6363.64| 65.00000 5980.00| 68.00000 6256.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 601-01854 4.000 EACH| 708.75000 2835.00| 775.00000 3100.00| 2970.00000 11880.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0017 601-06037 4.000 EACH| 556.50000 2226.00| 610.00000 2440.00| 583.00000 2332.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 114.300 m | 31.29000 3576.45| 34.30000 3920.49| 32.78000 3746.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 603-06040 453.000 m | 12.86000 5825.58| 14.10000 6387.30| 13.47000 6101.91 FENCE, FARM FIELD, 1190 mm | | | 0020 603-91748 2.000 EACH| 719.25000 1438.50| 790.00000 1580.00| 753.00000 1506.00 FENCE GATE, FARM FIELD, 1190 mm X 4.9 m | | | 0021 608-04395 10.000 Mg | 57.04000 570.40| 40.00000 400.00| 48.00000 480.00 AGGREGATE FOR SHOULDER DRAINS | | | 0022 616-02320 552.000 m2 | 2.19000 1208.88| 3.25000 1794.00| 2.40000 1324.80 GEOTEXTILES | | | 0023 616-06405 457.000 Mg | 15.74000 7193.18| 20.00000 9140.00| 18.00000 8226.00 RIPRAP, REVETMENT | | | 0024 621-01004 2.000 EACH| 693.00000 1386.00| 760.00000 1520.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06545 0.400 Mg | 682.50000 273.00| 750.00000 300.00| 715.00000 286.00 FERTILIZER | | | 0026 621-06548 5.000 kg | 57.75000 288.75| 63.00000 315.00| 60.00000 300.00 SEED MIXTURE, CV | | | 0027 621-06553 85.000 kg | 9.82000 834.70| 10.75000 913.75| 9.81000 833.85 SEED MIXTURE, R | | | 0028 621-06565 2.000 Mg | 661.50000 1323.00| 725.00000 1450.00| 661.50000 1323.00 MULCHING MATERIAL | | | 0029 621-06567 3.000 kL | 1.05000 3.15| 1.15000 3.45| 1.00000 3.00 WATER | | | 0030 621-06574 119.000 m2 | 7.30000 868.70| 8.00000 952.00| 8.50000 1011.50 SODDING | | | 0031 622-52436 10.000 EACH| 29.40000 294.00| 32.00000 320.00| 31.00000 310.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 30.000 EACH| 19.53000 585.90| 21.50000 645.00| 20.00000 600.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,423.70 ROUTE : CR 250W CALL ORDER : 480 CONTRACT ID : B -24305-A COUNTIES : PUTNAM LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-1111003 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 701-91792 22.000 EACH| 94.48000 2078.56| 92.00000 2024.00| 95.00000 2090.00 PILE TIP, STEEL H | | | 0034 701-93658 275.600 m | 97.88000 26975.73| 100.00000 27560.00| 110.00000 30316.00 PILE, STEEL H, HP 310 X 93 | | | 0035 702-51005 65.800 m3 | 463.82000 30519.36| 400.00000 26320.00| 506.00000 33294.80 CONCRETE, A, SUBSTRUCTURE | | | 0036 703-51030 5024.000 kg | 2.49000 12509.76| 1.20000 6028.80| 1.11000 5576.64 REINFORCING STEEL | | | 0037 703-51032 14436.000 kg | 1.92000 27717.12| 1.40000 20210.40| 1.21000 17467.56 REINFORCING STEEL, EPOXY COATED | | | 0038 703-97703 66.000 EACH| 20.69000 1365.54| 15.00000 990.00| 13.50000 891.00 THREADED BAR SPLICE, EPOXY COATED | | | 0039 704-51002 105.900 m3 | 591.51000 62640.91| 450.00000 47655.00| 455.00000 48184.50 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-91957 91.440 m | 145.95000 13345.67| 160.00000 14630.40| 153.00000 13990.32 BRIDGE RAILING, THRIE BEAM | | | 0041 707-05972 157.210 m2 | 296.03000 46538.88| 300.00000 47163.00| 350.00000 55023.50 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0042 709-51821 LUMP| 1795.50000 1795.50| 2500.00000 2500.00| 2000.00000 2000.00 SURFACE SEAL | | | 0043 801-04308 4.000 EACH| 236.25000 945.00| 260.00000 1040.00| 247.50000 990.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 4.000 EACH| 115.50000 462.00| 125.00000 500.00| 121.00000 484.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 126.00000 504.00| 138.00000 552.00| 132.00000 528.00 BARRICADE, IIIB | | | 0046 801-06625 1.000 EACH| 105.00000 105.00| 115.00000 115.00| 110.00000 110.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 8.000 EACH| 99.75000 798.00| 110.00000 880.00| 105.00000 840.00 CONSTRUCTION SIGN, A | | | 0048 802-76020 0.465 m2 | 315.00000 146.48| 345.00000 160.43| 330.00000 153.45 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0049 802-76055 8.534 m | 16.80000 143.37| 20.00000 170.68| 17.60000 150.20 SIGN POST, A | | | SECTION TOTALS | $ 356,120.23| $ 386,527.20| $ 415,637.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 356,120.23| $ 386,527.20| $ 415,637.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,423.70 ROUTE : CR 250W CALL ORDER : 480 CONTRACT ID : B -24305-A COUNTIES : PUTNAM LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1801998 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |CLR, 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 9.000 MOS | 1000.00000 9000.00| 750.00000 6750.00| 1345.00000 12105.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 23000.00000 23000.00| 25300.00000 25300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 23000.00000 23000.00| 25300.00000 25300.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 40000.00000 40000.00| 27989.00000 27989.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1475.000 m3 | 10.00000 14750.00| 10.50000 15487.50| 7.75000 11431.25 EXCAVATION, COMMON | | | 0007 203-02070 645.000 m3 | 20.00000 12900.00| 12.00000 7740.00| 11.00000 7095.00 BORROW | | | 0008 203-51223 690.000 m3 | 7.00000 4830.00| 10.00000 6900.00| 7.00000 4830.00 EXCAVATION, WATERWAY | | | 0009 205-02224 87.000 m | 5.00000 435.00| 9.00000 783.00| 8.00000 696.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 142.000 m | 5.00000 710.00| 12.00000 1704.00| 11.00000 1562.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-51220 108.000 m3 | 200.00000 21600.00| 465.00000 50220.00| 660.00000 71280.00 EXCAVATION, WET | | | 0012 206-51230 35.000 m3 | 30.00000 1050.00| 15.00000 525.00| 85.00000 2975.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 213-52830 19.000 m3 | 150.00000 2850.00| 120.00000 2280.00| 200.00000 3800.00 FLOWABLE MORTAR | | | 0014 303-52308 925.000 Mg | 14.00000 12950.00| 12.00000 11100.00| 21.00000 19425.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 501-05090 92.000 m2 | 65.00000 5980.00| 75.00000 6900.00| 100.00000 9200.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 601-01854 4.000 EACH| 742.50000 2970.00| 682.00000 2728.00| 700.00000 2800.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0017 601-06037 4.000 EACH| 583.00000 2332.00| 540.00000 2160.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 114.300 m | 32.78000 3746.75| 30.00000 3429.00| 32.80000 3749.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,423.70 ROUTE : CR 250W CALL ORDER : 480 CONTRACT ID : B -24305-A COUNTIES : PUTNAM LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1801998 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 603-06040 453.000 m | 13.47000 6101.91| 12.40000 5617.20| 14.00000 6342.00 FENCE, FARM FIELD, 1190 mm | | | 0020 603-91748 2.000 EACH| 753.50000 1507.00| 700.00000 1400.00| 750.00000 1500.00 FENCE GATE, FARM FIELD, 1190 mm X 4.9 m | | | 0021 608-04395 10.000 Mg | 15.00000 150.00| 28.00000 280.00| 60.00000 600.00 AGGREGATE FOR SHOULDER DRAINS | | | 0022 616-02320 552.000 m2 | 4.00000 2208.00| 2.00000 1104.00| 3.00000 1656.00 GEOTEXTILES | | | 0023 616-06405 457.000 Mg | 16.00000 7312.00| 21.00000 9597.00| 24.00000 10968.00 RIPRAP, REVETMENT | | | 0024 621-01004 2.000 EACH| 200.00000 400.00| 700.00000 1400.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06545 0.400 Mg | 715.00000 286.00| 660.00000 264.00| 700.00000 280.00 FERTILIZER | | | 0026 621-06548 5.000 kg | 60.50000 302.50| 56.00000 280.00| 60.00000 300.00 SEED MIXTURE, CV | | | 0027 621-06553 85.000 kg | 10.28000 873.80| 9.50000 807.50| 10.00000 850.00 SEED MIXTURE, R | | | 0028 621-06565 2.000 Mg | 693.00000 1386.00| 640.00000 1280.00| 700.00000 1400.00 MULCHING MATERIAL | | | 0029 621-06567 3.000 kL | 1.10000 3.30| 1.00000 3.00| 1.00000 3.00 WATER | | | 0030 621-06574 119.000 m2 | 7.64000 909.16| 8.60000 1023.40| 7.50000 892.50 SODDING | | | 0031 622-52436 10.000 EACH| 30.80000 308.00| 28.30000 283.00| 30.00000 300.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 30.000 EACH| 20.46000 613.80| 19.00000 570.00| 20.00000 600.00 SEEDLING | | | 0033 701-91792 22.000 EACH| 100.00000 2200.00| 92.00000 2024.00| 250.00000 5500.00 PILE TIP, STEEL H | | | 0034 701-93658 275.600 m | 100.00000 27560.00| 81.00000 22323.60| 125.00000 34450.00 PILE, STEEL H, HP 310 X 93 | | | 0035 702-51005 65.800 m3 | 400.00000 26320.00| 700.00000 46060.00| 575.00000 37835.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 703-51030 5024.000 kg | 1.20000 6028.80| 1.00000 5024.00| 1.45000 7284.80 REINFORCING STEEL | | | 0037 703-51032 14436.000 kg | 1.35000 19488.60| 1.10000 15879.60| 1.50000 21654.00 REINFORCING STEEL, EPOXY COATED | | | 0038 703-97703 66.000 EACH| 15.00000 990.00| 10.00000 660.00| 20.00000 1320.00 THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 480 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,423.70 ROUTE : CR 250W CALL ORDER : 480 CONTRACT ID : B -24305-A COUNTIES : PUTNAM LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1128289 |(6) 35-1801998 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 704-51002 105.900 m3 | 600.00000 63540.00| 745.00000 78895.50| 590.00000 62481.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-91957 91.440 m | 152.90000 13981.17| 140.00000 12801.60| 150.00000 13716.00 BRIDGE RAILING, THRIE BEAM | | | 0041 707-05972 157.210 m2 | 380.00000 59739.80| 345.00000 54237.45| 415.00000 65242.15 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0042 709-51821 LUMP| 3000.00000 3000.00| 1725.00000 1725.00| 2000.00000 2000.00 SURFACE SEAL | | | 0043 801-04308 4.000 EACH| 247.50000 990.00| 230.00000 920.00| 225.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 4.000 EACH| 121.00000 484.00| 115.00000 460.00| 120.00000 480.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 132.00000 528.00| 125.00000 500.00| 125.00000 500.00 BARRICADE, IIIB | | | 0046 801-06625 1.000 EACH| 110.00000 110.00| 100.00000 100.00| 100.00000 100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 8.000 EACH| 104.50000 836.00| 96.00000 768.00| 105.00000 840.00 CONSTRUCTION SIGN, A | | | 0048 802-76020 0.465 m2 | 330.00000 153.45| 302.00000 140.43| 335.00000 155.78 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0049 802-76055 8.534 m | 17.60000 150.20| 16.20000 138.25| 17.00000 145.08 SIGN POST, A | | | SECTION TOTALS | $ 430,565.24| $ 463,762.03| $ 510,563.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 430,565.24| $ 463,762.03| $ 510,563.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 483 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,989.21 ROUTE : RICE ROAD CALL ORDER : 483 CONTRACT ID : B -24308-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9971(028) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION COMPANY $ 498,849.00 100.0000% 2 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 575,438.54 115.3532% 3 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 595,885.39 119.4520% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 681,332.17 136.5808% ==================================================================================================================================== |(1) 35-1690004 |(2) 36-2231526 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|WALSH CONSTRUCTION CO. OF IL|LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 710.00000 4260.00| 1500.00000 9000.00| 1741.54000 10449.24 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6940.00000 6940.00| 27547.00000 27547.00| 8174.07000 8174.07 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24710.00000 24710.00| 28000.00000 28000.00| 24249.27000 24249.27 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16274.00000 16274.00| 8500.00000 8500.00| 5917.22000 5917.22 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 350.00000 350.00| 300.00000 300.00| 400.00000 400.00 TESTING FOR ASBESTOS | | | 0006 202-02286 1.000 EACH| 15433.79000 15433.79| 35000.00000 35000.00| 15808.03000 15808.03 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 343.000 m2 | 6.76000 2318.68| 8.00000 2744.00| 7.53000 2582.79 SURFACE MILLING, ASPHALT | | | 0008 203-02000 2675.000 m3 | 6.50000 17387.50| 7.50000 20062.50| 14.64000 39162.00 EXCAVATION, COMMON | | | 0009 203-02070 7170.000 m3 | 10.80000 77436.00| 6.33000 45386.10| 13.46000 96508.20 BORROW | | | 0010 203-02100 2920.000 m3 | 6.50000 18980.00| 6.08000 17753.60| 17.38000 50749.60 EXCAVATION, PEAT | | | 0011 205-02224 400.000 m | 3.80000 1520.00| 5.40000 2160.00| 5.40000 2160.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 21.000 m | 7.25000 152.25| 9.85000 206.85| 9.85000 206.85 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 4.000 EACH| 81.20000 324.80| 65.00000 260.00| 65.00000 260.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 483 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,989.21 ROUTE : RICE ROAD CALL ORDER : 483 CONTRACT ID : B -24308-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 36-2231526 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|WALSH CONSTRUCTION CO. OF IL|LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02050 3645.000 m3 | 15.09000 55003.05| 11.00000 40095.00| 14.02000 51102.90 B BORROW | | | 0015 211-02060 18.000 m3 | 35.38000 636.84| 50.00000 900.00| 33.25000 598.50 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 14.000 m3 | 125.00000 1750.00| 134.39000 1881.46| 149.92000 2098.88 FLOWABLE MORTAR | | | 0017 303-52308 855.000 Mg | 13.10000 11200.50| 14.00000 11970.00| 20.93000 17895.15 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 303-60905 86.000 Mg | 25.00000 2150.00| 15.00000 1290.00| 25.00000 2150.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0019 303-91173 407.000 Mg | 13.10000 5331.70| 14.00000 5698.00| 17.35000 7061.45 COMPACTED AGGREGATE FOR APPROACHES, 0, | | | 53 | | | 0020 402-05474 172.000 Mg | 52.50000 9030.00| 55.00000 9460.00| 52.50000 9030.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 76.000 Mg | 52.50000 3990.00| 75.00000 5700.00| 52.50000 3990.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05495 21.000 Mg | 52.50000 1102.50| 75.00000 1575.00| 52.50000 1102.50 HMA WEDGE AND LEVEL | | | 0023 404-05514 259.000 m2 | 10.00000 2590.00| 15.00000 3885.00| 10.00000 2590.00 SEAL COAT, 5 | | | 0024 405-05517 1.700 Mg | 250.00000 425.00| 400.00000 680.00| 250.00000 425.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 0.300 Mg | 100.00000 30.00| 600.00000 180.00| 100.00000 30.00 ASPHALT FOR TACK COAT | | | 0026 501-04842 134.000 m2 | 53.50000 7169.00| 50.00000 6700.00| 64.59000 8655.06 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0027 601-01522 4.000 EACH| 1150.00000 4600.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 3.000 EACH| 1550.00000 4650.00| 1600.00000 4800.00| 1600.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-03464 1.000 EACH| 40.00000 40.00| 50.00000 50.00| 40.00000 40.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0030 601-99105 33.000 m | 44.00000 1452.00| 40.00000 1320.00| 32.80000 1082.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 4.000 EACH| 7.00000 28.00| 7.00000 28.00| 7.00000 28.00 BARRIER DELINEATOR | | | 0032 610-05527 14.000 Mg | 52.50000 735.00| 70.00000 980.00| 60.00000 840.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 483 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,989.21 ROUTE : RICE ROAD CALL ORDER : 483 CONTRACT ID : B -24308-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 36-2231526 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|WALSH CONSTRUCTION CO. OF IL|LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 1.000 EACH| 119.00000 119.00| 85.00000 85.00| 85.00000 85.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02305 281.000 m3 | 141.95000 39887.95| 175.00000 49175.00| 88.90000 24980.90 GABIONS | | | 0035 616-02320 720.000 m2 | 3.00000 2160.00| 1.50000 1080.00| 2.21000 1591.20 GEOTEXTILES | | | 0036 621-01004 2.000 EACH| 350.00000 700.00| 750.00000 1500.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06548 2.500 kg | 44.00000 110.00| 50.00000 125.00| 44.00000 110.00 SEED MIXTURE, CV | | | 0038 621-06559 3500.000 m2 | 0.66000 2310.00| 0.66000 2310.00| 0.66000 2310.00 MULCHED SEEDING, R | | | 0039 621-06574 303.000 m2 | 6.00000 1818.00| 6.25000 1893.75| 7.84000 2375.52 SODDING | | | 0040 622-52436 2.000 EACH| 20.00000 40.00| 25.00000 50.00| 20.00000 40.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91534 1.000 EACH| 1715.00000 1715.00| 3100.00000 3100.00| 2848.08000 2848.08 TREE WELL | | | 0042 622-91786 10.000 EACH| 15.00000 150.00| 15.00000 150.00| 15.00000 150.00 SEEDLING | | | 0043 701-03753 312.000 m | 70.57000 22017.84| 87.45000 27284.40| 115.61000 36070.32 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0044 701-98648 91.000 m | 183.17000 16668.47| 233.52000 21250.32| 177.10000 16116.10 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 5.16 mm, 356 mm | | | 0045 702-04433 22.000 EACH| 22.00000 484.00| 74.56000 1640.32| 85.97000 1891.34 FLOOR DRAIN, PVC, 150 mm | | | 0046 703-90976 7198.000 kg | 1.35000 9717.30| 1.00000 7198.00| 1.00000 7198.00 REINFORCING STEEL, GRADE 60 | | | 0047 703-96177 7568.000 kg | 1.60000 12108.80| 1.19000 9005.92| 1.07000 8097.76 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0048 703-97936 76.000 EACH| 14.95000 1136.20| 15.30000 1162.80| 16.29000 1238.04 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0049 704-51002 122.500 m3 | 500.00000 61250.00| 825.00000 101062.50| 669.77000 82046.83 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-01569 4.000 EACH| 1175.00000 4700.00| 1400.00000 5600.00| 1397.55000 5590.20 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0051 706-51020 6.400 m3 | 750.00000 4800.00| 715.00000 4576.00| 911.20000 5831.68 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 483 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,989.21 ROUTE : RICE ROAD CALL ORDER : 483 CONTRACT ID : B -24308-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 36-2231526 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|WALSH CONSTRUCTION CO. OF IL|LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 709-51821 LUMP| 2500.00000 2500.00| 1401.32000 1401.32| 1835.44000 1835.44 SURFACE SEAL | | | 0053 715-05021 42.500 m | 67.55000 2870.88| 35.00000 1487.50| 58.25000 2475.63 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-05031 114.500 m | 56.30000 6446.35| 145.00000 16602.50| 66.81000 7649.75 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0055 715-46005 2.000 EACH| 195.00000 390.00| 232.85000 465.70| 264.03000 528.06 PIPE END SECTION, 375 mm | | | 0056 715-46010 6.000 EACH| 205.00000 1230.00| 300.00000 1800.00| 286.03000 1716.18 PIPE END SECTION, 450 mm | | | 0057 719-35011 10.000 m | 75.00000 750.00| 40.00000 400.00| 117.81000 1178.10 PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0058 801-04308 4.000 EACH| 215.00000 860.00| 215.00000 860.00| 215.00000 860.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06605 4.000 EACH| 110.00000 440.00| 200.00000 800.00| 110.00000 440.00 BARRICADE, IIIA | | | 0060 801-06606 4.000 EACH| 120.00000 480.00| 240.00000 960.00| 120.00000 480.00 BARRICADE, IIIB | | | 0061 801-06625 22.000 EACH| 89.00000 1958.00| 100.00000 2200.00| 89.00000 1958.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 1.000 EACH| 99.00000 99.00| 125.00000 125.00| 99.00000 99.00 CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 1.00000 1.00| 10000.00000 10000.00| 716.55000 716.55 MAINTAINING TRAFFIC | | | 0064 808-06713 470.000 m | 0.99000 465.30| 1.25000 587.50| 0.99000 465.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 470.000 m | 0.99000 465.30| 1.25000 587.50| 0.99000 465.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 498,849.00| $ 575,438.54| $ 595,885.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,849.00| $ 575,438.54| $ 595,885.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 483 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,989.21 ROUTE : RICE ROAD CALL ORDER : 483 CONTRACT ID : B -24308-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY 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 6.000 MOS | 3016.78000 18100.68| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 13039.45990 13039.46| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 51497.16000 51497.16| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15980.11000 15980.11| | CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 100.00000 100.00| | TESTING FOR ASBESTOS | | | 0006 202-02286 1.000 EACH| 112386.73000 112386.73| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 343.000 m2 | 6.32000 2167.76| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 2675.000 m3 | 7.90000 21132.50| | EXCAVATION, COMMON | | | 0009 203-02070 7170.000 m3 | 9.88000 70839.60| | BORROW | | | 0010 203-02100 2920.000 m3 | 7.90000 23068.00| | EXCAVATION, PEAT | | | 0011 205-02224 400.000 m | 5.40000 2160.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 21.000 m | 9.85000 206.85| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 4.000 EACH| 65.00000 260.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 211-02050 3645.000 m3 | 10.35000 37725.75| | B BORROW | | | 0015 211-02060 18.000 m3 | 25.17000 453.06| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 14.000 m3 | 130.77000 1830.78| | FLOWABLE MORTAR | | | 0017 303-52308 855.000 Mg | 11.43000 9772.65| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 303-60905 86.000 Mg | 13.91000 1196.26| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 483 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,989.21 ROUTE : RICE ROAD CALL ORDER : 483 CONTRACT ID : B -24308-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-91173 407.000 Mg | 13.16000 5356.12| | COMPACTED AGGREGATE FOR APPROACHES, 0, | | | 53 | | | 0020 402-05474 172.000 Mg | 52.50000 9030.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 76.000 Mg | 52.50000 3990.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05495 21.000 Mg | 52.50000 1102.50| | HMA WEDGE AND LEVEL | | | 0023 404-05514 259.000 m2 | 10.00000 2590.00| | SEAL COAT, 5 | | | 0024 405-05517 1.700 Mg | 250.00000 425.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05520 0.300 Mg | 100.00000 30.00| | ASPHALT FOR TACK COAT | | | 0026 501-04842 134.000 m2 | 36.42000 4880.28| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0027 601-01522 4.000 EACH| 1150.00000 4600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 3.000 EACH| 1550.00000 4650.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-03464 1.000 EACH| 40.00000 40.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0030 601-99105 33.000 m | 44.00000 1452.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 4.000 EACH| 7.00000 28.00| | BARRIER DELINEATOR | | | 0032 610-05527 14.000 Mg | 52.50000 735.00| | HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 119.00000 119.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02305 281.000 m3 | 135.65000 38117.65| | GABIONS | | | 0035 616-02320 720.000 m2 | 2.45000 1764.00| | GEOTEXTILES | | | 0036 621-01004 2.000 EACH| 750.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 483 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,989.21 ROUTE : RICE ROAD CALL ORDER : 483 CONTRACT ID : B -24308-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 621-06548 2.500 kg | 44.00000 110.00| | SEED MIXTURE, CV | | | 0038 621-06559 3500.000 m2 | 0.66000 2310.00| | MULCHED SEEDING, R | | | 0039 621-06574 303.000 m2 | 6.00000 1818.00| | SODDING | | | 0040 622-52436 2.000 EACH| 25.00000 50.00| | SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91534 1.000 EACH| 4079.14000 4079.14| | TREE WELL | | | 0042 622-91786 10.000 EACH| 15.00000 150.00| | SEEDLING | | | 0043 701-03753 312.000 m | 112.67000 35153.04| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0044 701-98648 91.000 m | 178.96000 16285.36| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 5.16 mm, 356 mm | | | 0045 702-04433 22.000 EACH| 49.39000 1086.58| | FLOOR DRAIN, PVC, 150 mm | | | 0046 703-90976 7198.000 kg | 1.09000 7845.82| | REINFORCING STEEL, GRADE 60 | | | 0047 703-96177 7568.000 kg | 1.23000 9308.64| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0048 703-97936 76.000 EACH| 18.78000 1427.28| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0049 704-51002 122.500 m3 | 851.35000 104290.38| | CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-01569 4.000 EACH| 1150.55000 4602.20| | CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0051 706-51020 6.400 m3 | 1036.82000 6635.65| | CONCRETE, C, RAILING | | | 0052 709-51821 LUMP| 1401.65000 1401.65| | SURFACE SEAL | | | 0053 715-05021 42.500 m | 77.86000 3309.05| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-05031 114.500 m | 85.39000 9777.16| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0055 715-46005 2.000 EACH| 292.89000 585.78| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 483 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,989.21 ROUTE : RICE ROAD CALL ORDER : 483 CONTRACT ID : B -24308-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-46010 6.000 EACH| 314.89000 1889.34| | PIPE END SECTION, 450 mm | | | 0057 719-35011 10.000 m | 162.26000 1622.60| | PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0058 801-04308 4.000 EACH| 215.00000 860.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06605 4.000 EACH| 110.00000 440.00| | BARRICADE, IIIA | | | 0060 801-06606 4.000 EACH| 120.00000 480.00| | BARRICADE, IIIB | | | 0061 801-06625 22.000 EACH| 89.00000 1958.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 1.000 EACH| 99.00000 99.00| | CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 500.00000 500.00| | MAINTAINING TRAFFIC | | | 0064 808-06713 470.000 m | 0.99000 465.30| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 470.000 m | 0.99000 465.30| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 681,332.17| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 681,332.17| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 486 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,699.45 ROUTE : CEDAR ROAD CALL ORDER : 486 CONTRACT ID : B -24311-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9971(027) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION COMPANY $ 296,315.64 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 351,022.68 118.4624% 3 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 416,003.30 140.3919% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 524,364.54 176.9614% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 36-2231526 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION COMPANY|WALSH CONSTRUCTION CO. OF IL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 685.00000 4110.00| 1479.93000 8879.58| 1450.00000 8700.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7888.00000 7888.00| 6814.63000 6814.63| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14795.00000 14795.00| 22091.55000 22091.55| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7235.00000 7235.00| 6368.54000 6368.54| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 21314.77000 21314.77| 16553.14000 16553.14| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 460.000 m3 | 14.90000 6854.00| 15.27000 7024.20| 25.00000 11500.00 EXCAVATION, COMMON | | | 0007 203-02070 170.000 m3 | 18.70000 3179.00| 24.71000 4200.70| 25.00000 4250.00 BORROW | | | 0008 205-02224 500.000 m | 4.55000 2275.00| 5.58000 2790.00| 5.58000 2790.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 20.000 m | 46.50000 930.00| 113.19000 2263.80| 80.92000 1618.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 213-52830 5.200 m3 | 185.00000 962.00| 223.22000 1160.74| 145.00000 754.00 FLOWABLE MORTAR | | | 0011 303-52308 1175.000 Mg | 13.06000 15345.50| 15.04000 17672.00| 15.00000 17625.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 303-60905 160.000 Mg | 32.00000 5120.00| 20.84000 3334.40| 16.00000 2560.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0013 402-05474 215.000 Mg | 41.00000 8815.00| 41.00000 8815.00| 41.00000 8815.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 486 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,699.45 ROUTE : CEDAR ROAD CALL ORDER : 486 CONTRACT ID : B -24311-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 36-2231526 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION COMPANY|WALSH CONSTRUCTION CO. OF IL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05477 97.000 Mg | 60.00000 5820.00| 60.00000 5820.00| 67.63000 6560.11 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 404-05514 260.000 m2 | 9.00000 2340.00| 9.00000 2340.00| 9.00000 2340.00 SEAL COAT, 5 | | | 0016 405-05517 2.100 Mg | 370.00000 777.00| 370.00000 777.00| 370.00000 777.00 ASPHALT FOR PRIME COAT | | | 0017 406-05520 0.350 Mg | 800.00000 280.00| 800.00000 280.00| 800.00000 280.00 ASPHALT FOR TACK COAT | | | 0018 501-04842 102.000 m2 | 54.45000 5553.90| 63.28000 6454.56| 60.00000 6120.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0019 601-01522 4.000 EACH| 1135.00000 4540.00| 1135.00000 4540.00| 1135.00000 4540.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-03464 2.000 EACH| 38.00000 76.00| 38.00000 76.00| 38.00000 76.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0021 601-94689 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 175.300 m | 31.00000 5434.30| 31.00000 5434.30| 35.00000 6135.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 4.000 EACH| 8.00000 32.00| 8.00000 32.00| 6.00000 24.00 BARRIER DELINEATOR | | | 0024 616-02320 913.000 m2 | 2.45000 2236.85| 2.22000 2026.86| 1.50000 1369.50 GEOTEXTILES | | | 0025 616-06405 677.000 Mg | 22.40000 15164.80| 24.73000 16742.21| 22.14000 14988.78 RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 350.00000 700.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-01882 22.000 kg | 24.00000 528.00| 24.00000 528.00| 24.00000 528.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0028 621-06545 0.060 Mg | 655.00000 39.30| 655.00000 39.30| 660.00000 39.60 FERTILIZER | | | 0029 621-06548 2.000 kg | 44.00000 88.00| 44.00000 88.00| 44.00000 88.00 SEED MIXTURE, CV | | | 0030 621-06559 2400.000 m2 | 0.72000 1728.00| 0.72000 1728.00| 1.00000 2400.00 MULCHED SEEDING, R | | | 0031 621-06574 210.000 m2 | 7.50000 1575.00| 9.65000 2026.50| 8.00000 1680.00 SODDING | | | 0032 622-52436 4.000 EACH| 23.00000 92.00| 20.00000 80.00| 23.00000 92.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 486 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,699.45 ROUTE : CEDAR ROAD CALL ORDER : 486 CONTRACT ID : B -24311-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 36-2231526 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION COMPANY|WALSH CONSTRUCTION CO. OF IL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 622-91786 50.000 EACH| 15.00000 750.00| 15.00000 750.00| 15.00000 750.00 SEEDLING | | | 0034 701-98647 492.000 m | 47.42000 23330.64| 107.94000 53106.48| 65.01000 31984.92 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0035 701-98648 104.300 m | 170.75000 17809.23| 192.08000 20033.94| 224.09000 23372.59 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 5.16 mm, 356 mm | | | 0036 703-90976 7555.000 kg | 1.50000 11332.50| 0.99000 7479.45| 1.05000 7932.75 REINFORCING STEEL, GRADE 60 | | | 0037 703-96177 6339.000 kg | 1.75000 11093.25| 1.15000 7289.85| 1.20000 7606.80 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0038 703-97936 72.000 EACH| 14.95000 1076.40| 17.23000 1240.56| 14.45000 1040.40 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 98.300 m3 | 625.00000 61437.50| 770.53000 75743.10| 910.00000 89453.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 4.000 EACH| 1145.00000 4580.00| 1533.97000 6135.88| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51020 6.400 m3 | 750.00000 4800.00| 996.47000 6377.41| 710.00000 4544.00 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 2750.00000 2750.00| 1752.50000 1752.50| 1400.25000 1400.25 SURFACE SEAL | | | 0043 715-05052 10.000 m | 45.30000 453.00| 89.51000 895.10| 100.00000 1000.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0044 801-04308 4.000 EACH| 215.00000 860.00| 215.00000 860.00| 215.00000 860.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 4.000 EACH| 110.00000 440.00| 110.00000 440.00| 220.00000 880.00 BARRICADE, IIIA | | | 0046 801-06606 2.000 EACH| 120.00000 240.00| 120.00000 240.00| 240.00000 480.00 BARRICADE, IIIB | | | 0047 801-06625 10.000 EACH| 89.00000 890.00| 89.00000 890.00| 125.00000 1250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 4.000 EACH| 99.00000 396.00| 99.00000 396.00| 110.00000 440.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 1.00000 1.00| 763.70000 763.70| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0050 808-06713 500.000 m | 0.99000 495.00| 0.99000 495.00| 1.25000 625.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 500.000 m | 0.99000 495.00| 0.99000 495.00| 1.25000 625.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 486 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,699.45 ROUTE : CEDAR ROAD CALL ORDER : 486 CONTRACT ID : B -24311-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1339168 |(3) 36-2231526 |NORTHERN INDIANA CONSTRUCTIO|LAPORTE CONSTRUCTION COMPANY|WALSH CONSTRUCTION CO. OF IL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 202-01261 1.000 EACH| 300.00000 300.00| 400.00000 400.00| 250.00000 250.00 TESTING FOR ASBESTOS | | | 0053 621-06565 1.100 Mg | 507.00000 557.70| 507.00000 557.70| 507.00000 557.70 MULCHING MATERIAL | | | SECTION TOTALS | $ 296,315.64| $ 351,022.68| $ 416,003.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 296,315.64| $ 351,022.68| $ 416,003.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 486 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,699.45 ROUTE : CEDAR ROAD CALL ORDER : 486 CONTRACT ID : B -24311-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY 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 6.000 MOS | 2934.00000 17604.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6500.00000 6500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23082.95000 23082.95| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5598.11000 5598.11| | CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 172652.15000 172652.15| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 460.000 m3 | 10.34000 4756.40| | EXCAVATION, COMMON | | | 0007 203-02070 170.000 m3 | 24.73000 4204.10| | BORROW | | | 0008 205-02224 500.000 m | 5.58000 2790.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02231 20.000 m | 68.36000 1367.20| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 213-52830 5.200 m3 | 126.23000 656.40| | FLOWABLE MORTAR | | | 0011 303-52308 1175.000 Mg | 14.52000 17061.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 303-60905 160.000 Mg | 16.31000 2609.60| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0013 402-05474 215.000 Mg | 41.00000 8815.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 97.000 Mg | 60.00000 5820.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0015 404-05514 260.000 m2 | 9.00000 2340.00| | SEAL COAT, 5 | | | 0016 405-05517 2.100 Mg | 370.00000 777.00| | ASPHALT FOR PRIME COAT | | | 0017 406-05520 0.350 Mg | 800.00000 280.00| | ASPHALT FOR TACK COAT | | | 0018 501-04842 102.000 m2 | 38.00000 3876.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 486 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,699.45 ROUTE : CEDAR ROAD CALL ORDER : 486 CONTRACT ID : B -24311-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-01522 4.000 EACH| 1150.00000 4600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-03464 2.000 EACH| 40.00000 80.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0021 601-94689 2.000 EACH| 3100.00000 6200.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 175.300 m | 32.00000 5609.60| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 4.000 EACH| 8.00000 32.00| | BARRIER DELINEATOR | | | 0024 616-02320 913.000 m2 | 2.83000 2583.79| | GEOTEXTILES | | | 0025 616-06405 677.000 Mg | 26.42000 17886.34| | RIPRAP, REVETMENT | | | 0026 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-01882 22.000 kg | 24.00000 528.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0028 621-06545 0.060 Mg | 655.00000 39.30| | FERTILIZER | | | 0029 621-06548 2.000 kg | 44.00000 88.00| | SEED MIXTURE, CV | | | 0030 621-06559 2400.000 m2 | 0.72000 1728.00| | MULCHED SEEDING, R | | | 0031 621-06574 210.000 m2 | 7.50000 1575.00| | SODDING | | | 0032 622-52436 4.000 EACH| 23.00000 92.00| | SIGN, DO NOT MOW OR SPRAY | | | 0033 622-91786 50.000 EACH| 15.00000 750.00| | SEEDLING | | | 0034 701-98647 492.000 m | 115.71000 56929.32| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0035 701-98648 104.300 m | 220.54000 23002.32| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 5.16 mm, 356 mm | | | 0036 703-90976 7555.000 kg | 1.11000 8386.05| | REINFORCING STEEL, GRADE 60 | | | 0037 703-96177 6339.000 kg | 1.25000 7923.75| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 486 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 342,699.45 ROUTE : CEDAR ROAD CALL ORDER : 486 CONTRACT ID : B -24311-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 703-97936 72.000 EACH| 11.24000 809.28| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-51002 98.300 m3 | 851.35000 83687.71| | CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 4.000 EACH| 1150.55000 4602.20| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51020 6.400 m3 | 1036.82000 6635.65| | CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 1401.62000 1401.62| | SURFACE SEAL | | | 0043 715-05052 10.000 m | 213.10000 2131.00| | PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0044 801-04308 4.000 EACH| 215.00000 860.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 4.000 EACH| 110.00000 440.00| | BARRICADE, IIIA | | | 0046 801-06606 2.000 EACH| 120.00000 240.00| | BARRICADE, IIIB | | | 0047 801-06625 10.000 EACH| 89.00000 890.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 4.000 EACH| 99.00000 396.00| | CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 500.00000 500.00| | MAINTAINING TRAFFIC | | | 0050 808-06713 500.000 m | 0.99000 495.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 500.000 m | 0.99000 495.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 202-01261 1.000 EACH| 100.00000 100.00| | TESTING FOR ASBESTOS | | | 0053 621-06565 1.100 Mg | 507.00000 557.70| | MULCHING MATERIAL | | | SECTION TOTALS | $ 524,364.54| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 524,364.54| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 495 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,226.93 ROUTE : CR 200S CALL ORDER : 495 CONTRACT ID : B -24334-A COUNTIES : BLACKFORD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9905(007) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. CONDITIONAL AWARD $ 264,777.95 100.0000% 2 35-1374866 PRIMCO, INC. $ 293,720.10 110.9307% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, 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 7.000 MOS | 1200.00000 8400.00| 1083.19000 7582.33| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 5380.56000 5380.56| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10750.00000 10750.00| 14686.00000 14686.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6485.00000 6485.00| 6175.00000 6175.00| CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 400.00000 400.00| 300.00000 300.00| TESTING FOR ASBESTOS | | | 0006 202-51330 LUMP| 53165.00000 53165.00| 79761.27000 79761.27| PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 620.000 m3 | 21.00000 13020.00| 20.00000 12400.00| EXCAVATION, COMMON | | | 0008 205-02229 21.000 m | 18.90000 396.90| 18.00000 378.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02231 88.000 m | 34.65000 3049.20| 33.00000 2904.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 206-51230 70.000 m3 | 13.00000 910.00| 16.83000 1178.10| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02060 5.000 m3 | 25.00000 125.00| 118.60000 593.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 213-52830 14.000 m3 | 130.00000 1820.00| 215.00000 3010.00| FLOWABLE MORTAR | | | 0013 303-52308 395.000 Mg | 16.65000 6576.75| 17.76000 7015.20| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05474 115.000 Mg | 55.65000 6399.75| 53.00000 6095.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 495 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,226.93 ROUTE : CR 200S CALL ORDER : 495 CONTRACT ID : B -24334-A COUNTIES : BLACKFORD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 51.000 Mg | 59.85000 3052.35| 57.00000 2907.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 405-05518 700.000 m2 | 1.95000 1365.00| 1.85000 1295.00| ASPHALT FOR PRIME COAT | | | 0017 406-05521 735.000 m2 | 0.22000 161.70| 0.20000 147.00| ASPHALT FOR TACK COAT | | | 0018 501-05090 116.000 m2 | 52.00000 6032.00| 70.00000 8120.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0019 601-01839 1.000 EACH| 1575.00000 1575.00| 1550.00000 1550.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0020 601-01846 1.000 EACH| 1575.00000 1575.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0021 601-01854 4.000 EACH| 725.00000 2900.00| 850.00000 3400.00| GUARDRAIL TRANSITION, 3.810 m LONG | | | 0022 601-06037 1.000 EACH| 573.00000 573.00| 550.00000 550.00| GUARDRAIL END TREATMENT, I | | | 0023 601-99105 46.860 m | 32.35000 1515.92| 37.50000 1757.25| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 603-06040 40.000 m | 29.75000 1190.00| 55.00000 2200.00| FENCE, FARM FIELD, 1190 mm | | | 0025 610-05527 13.000 Mg | 63.00000 819.00| 60.00000 780.00| HMA FOR APPROACHES | | | 0026 611-06497 1.000 EACH| 163.00000 163.00| 148.00000 148.00| MAILBOX ASSEMBLY, SINGLE | | | 0027 616-02320 614.000 m2 | 2.10000 1289.40| 2.46000 1510.44| GEOTEXTILES | | | 0028 616-06405 428.000 Mg | 19.95000 8538.60| 18.47000 7905.16| RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 735.00000 1470.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06548 5.000 kg | 46.20000 231.00| 44.00000 220.00| SEED MIXTURE, CV | | | 0031 621-06559 1700.000 m2 | 0.90000 1530.00| 0.85000 1445.00| MULCHED SEEDING, R | | | 0032 621-06567 4.000 kL | 1.10000 4.40| 1.00000 4.00| WATER | | | 0033 621-06574 159.000 m2 | 10.50000 1669.50| 10.00000 1590.00| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 495 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,226.93 ROUTE : CR 200S CALL ORDER : 495 CONTRACT ID : B -24334-A COUNTIES : BLACKFORD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-52448 4.000 EACH| 26.25000 105.00| 20.00000 80.00| SIGN, DO NOT SPRAY | | | 0035 701-02790 45.000 m | 85.00000 3825.00| 151.99000 6839.55| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 5.31 mm, 356 mm | | | 0036 701-90649 226.000 m | 82.00000 18532.00| 70.06000 15833.56| PILE, STEEL SHELL, 5.16 mm, 356 mm | | | 0037 701-99086 18.000 EACH| 160.00000 2880.00| 239.11000 4303.98| PILE TIP, STEEL SHELL | | | 0038 703-51030 1588.000 kg | 1.15000 1826.20| 1.09000 1730.92| REINFORCING STEEL | | | 0039 703-51032 11387.000 kg | 1.25000 14233.75| 1.22000 13892.14| REINFORCING STEEL, EPOXY COATED | | | 0040 703-97703 66.000 EACH| 12.00000 792.00| 18.83000 1242.78| THREADED BAR SPLICE, EPOXY COATED | | | 0041 704-51002 102.700 m3 | 445.00000 45701.50| 360.00000 36972.00| CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-91957 41.910 m | 175.35000 7348.92| 220.00000 9220.20| BRIDGE RAILING, THRIE BEAM | | | 0043 709-51821 LUMP| 1400.00000 1400.00| 811.80000 811.80| SURFACE SEAL | | | 0044 715-02935 22.000 m | 26.25000 577.50| 25.00000 550.00| PIPE, PVC, OUTLET, 150 mm | | | 0045 715-03149 42.000 m | 78.75000 3307.50| 75.00000 3150.00| PIPE, GROUP D, 375 mm | | | 0046 715-05048 144.000 m | 21.00000 3024.00| 20.00000 2880.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-46005 6.000 EACH| 361.20000 2167.20| 344.00000 2064.00| PIPE END SECTION, 375 mm | | | 0048 718-04881 4.000 EACH| 183.75000 735.00| 175.00000 700.00| OUTLET PROTECTOR, B | | | 0049 718-52610 36.000 m3 | 51.45000 1852.20| 49.00000 1764.00| AGGREGATE FOR UNDERDRAINS | | | 0050 801-04308 3.000 EACH| 231.00000 693.00| 207.00000 621.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06605 8.000 EACH| 115.50000 924.00| 106.00000 848.00| BARRICADE, IIIA | | | 0052 801-06606 2.000 EACH| 126.00000 252.00| 169.00000 338.00| BARRICADE, IIIB | | | 0053 801-06625 4.000 EACH| 105.00000 420.00| 66.00000 264.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 495 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,226.93 ROUTE : CR 200S CALL ORDER : 495 CONTRACT ID : B -24334-A COUNTIES : BLACKFORD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06640 8.000 EACH| 105.00000 840.00| 155.00000 1240.00| CONSTRUCTION SIGN, A | | | 0055 802-76025 0.420 m2 | 352.00000 147.84| 298.00000 125.16| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 802-76035 1.160 m2 | 202.00000 234.32| 320.00000 371.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 802-76055 17.070 m | 12.10000 206.55| 18.60000 317.50| SIGN POST, A | | | 0058 615-99189 1.000 EACH| 600.00000 600.00| 1523.00000 1523.00| PLAQUE, ALUMINUM | | | SECTION TOTALS | $ 264,777.95| $ 293,720.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 264,777.95| $ 293,720.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 498 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CR 253 CALL ORDER : 498 CONTRACT ID : B -24337-A COUNTIES : CRAWFORD LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 189,964.50 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTRUCTION COMPANY, INC. $ 208,436.90 109.7241% 3 35-1496760 C C C OF EVANSVILLE, INC. $ 260,076.10 136.9077% 4 35-1616373 OXLEY, SAM & COMPANY, INC. $ 344,487.80 181.3432% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 396,500.00 208.7232% 6 35-1364963 ERBER & MILLIGAN CONSTUCTION COMPANY $ 414,088.50 217.9820% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 424,229.00 223.3201% 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