INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5588006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 302,071.62 100.0000% 2 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 315,395.12 104.4107% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 318,919.85 105.5775% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 330,378.42 109.3708% 5 35-1310611 ROBERTSON, DUNCAN, INC. $ 337,381.35 111.6891% 6 54-1342714 TRI COUNTY BUILDERS CO $ 357,502.23 118.3501% 7 35-1385672 FORCE CONSTRUCTION $ 369,714.11 122.3928% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1619477 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1000.00000 5000.00| 1210.00000 6050.00| 1197.00000 5985.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 4150.00000 4150.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 14390.00000 14390.00| 15950.00000 15950.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4500.00000 4500.00| 4600.00000 4600.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 160.000 m2 | 17.80000 2848.00| 14.55000 2328.00| 19.00000 3040.00 PAVEMENT, REMOVE | | | 0006 202-02241 334.000 m | 8.50000 2839.00| 6.30000 2104.20| 8.00000 2672.00 GUARDRAIL, REMOVE | | | 0007 202-02272 50.300 m | 18.00000 905.40| 8.50000 427.55| 12.00000 603.60 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 20000.00000 20000.00| 46190.00000 46190.00| 9600.00000 9600.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 466.000 m2 | 3.50000 1631.00| 4.10000 1910.60| 3.00000 1398.00 SURFACE MILLING, ASPHALT | | | 0010 202-94810 4.000 EACH| 150.00000 600.00| 200.00000 800.00| 75.00000 300.00 CURB TURNOUT, REMOVE | | | 0011 203-02000 3665.400 m3 | 8.50000 31155.90| 7.25000 26574.15| 7.00000 25657.80 EXCAVATION, COMMON | | | 0012 203-02070 2832.600 m3 | 15.00000 42489.00| 8.95000 25351.77| 21.00000 59484.60 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1619477 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02224 293.800 m | 3.75000 1101.75| 6.98000 2050.72| 7.00000 2056.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 303-52308 683.400 Mg | 15.00000 10251.00| 18.68000 12765.91| 14.35000 9806.79 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 250.600 Mg | 48.00000 12028.80| 44.10000 11051.46| 50.00000 12530.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 123.000 Mg | 50.00000 6150.00| 46.10000 5670.30| 60.25000 7410.75 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 86.200 Mg | 55.50000 4784.10| 51.90000 4473.78| 64.00000 5516.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 74.400 Mg | 64.00000 4761.60| 58.20000 4330.08| 65.00000 4836.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 400.600 m2 | 5.25000 2103.15| 4.50000 1802.70| 5.50000 2203.30 SEAL COAT, 2 | | | 0020 501-05090 178.200 m2 | 55.00000 9801.00| 55.30000 9854.46| 60.00000 10692.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0021 601-01522 4.000 EACH| 1250.00000 5000.00| 1320.00000 5280.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01626 2.000 EACH| 1750.00000 3500.00| 1520.00000 3040.00| 1450.00000 2900.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-99105 267.350 m | 34.00000 9089.90| 38.29000 10236.83| 38.00000 10159.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99132 4.000 EACH| 50.00000 200.00| 99.00000 396.00| 95.00000 380.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 602-06729 8.000 EACH| 8.00000 64.00| 10.75000 86.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0026 604-06367 13.000 m | 20.00000 260.00| 21.30000 276.90| 40.00000 520.00 JOINT MATERIAL | | | 0027 616-02320 145.000 m2 | 3.00000 435.00| 2.99000 433.55| 2.00000 290.00 GEOTEXTILES | | | 0028 616-06405 87.400 Mg | 20.00000 1748.00| 18.95000 1656.23| 21.00000 1835.40 RIPRAP, REVETMENT | | | 0029 616-95754 36.500 m | 12.50000 456.25| 7.90000 288.35| 5.00000 182.50 PAVED SIDE DITCH, BREAK | | | 0030 621-01004 1.000 EACH| 650.00000 650.00| 680.00000 680.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1619477 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 621-06548 6.600 kg | 60.00000 396.00| 62.00000 409.20| 58.00000 382.80 SEED MIXTURE, CV | | | 0032 621-06559 2414.900 m2 | 1.00000 2414.90| 0.82000 1980.22| 0.75000 1811.18 MULCHED SEEDING, R | | | 0033 702-51110 161.600 kg | 5.50000 888.80| 4.58000 740.12| 6.00000 969.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 606.000 EACH| 6.50000 3939.00| 9.00000 5454.00| 10.50000 6363.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 702-92857 2.200 m3 | 800.00000 1760.00| 1296.00000 2851.20| 1200.00000 2640.00 CONCRETE, C, SUBSTRUCTURE | | | 0036 703-51030 2234.000 kg | 1.50000 3351.00| 1.40000 3127.60| 1.22000 2725.48 REINFORCING STEEL | | | 0037 703-51032 4730.000 kg | 1.60000 7568.00| 1.60000 7568.00| 1.40000 6622.00 REINFORCING STEEL, EPOXY COATED | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 19.800 m3 | 275.00000 5445.00| 490.34000 9708.73| 250.00000 4950.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 3500.00000 3500.00| 5750.00000 5750.00| 5400.00000 5400.00 SURFACE SEAL | | | 0041 722-51401 72.800 m2 | 275.00000 20020.00| 158.00000 11502.40| 160.00000 11648.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 624.300 m2 | 45.00000 28093.50| 43.87000 27388.04| 60.00000 37458.00 BRIDGE DECK OVERLAY | | | 0043 722-51846 6.950 m3 | 395.00000 2745.25| 395.00000 2745.25| 395.00000 2745.25 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 31.200 m2 | 87.00000 2714.40| 116.95000 3648.84| 120.00000 3744.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 722-60824 624.300 m2 | 4.40000 2746.92| 4.50000 2809.35| 3.00000 1872.90 SURFACE MILLING | | | 0046 801-04308 4.000 EACH| 150.00000 600.00| 330.00000 1320.00| 310.00000 1240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 8.000 EACH| 100.00000 800.00| 220.00000 1760.00| 210.00000 1680.00 BARRICADE, IIIA | | | 0048 801-06606 2.000 EACH| 125.00000 250.00| 275.00000 550.00| 270.00000 540.00 BARRICADE, IIIB | | | 0049 801-06625 33.000 EACH| 100.00000 3300.00| 99.00000 3267.00| 100.00000 3300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 10.000 EACH| 100.00000 1000.00| 55.00000 550.00| 55.00000 550.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 2500.00000 2500.00| 6826.31000 6826.31| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1619477 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 802-94715 LUMP| 440.00000 440.00| 480.00000 480.00| 420.00000 420.00 SIGNS, SHEET, REMOVE AND RESET | | | 0053 808-06713 448.000 m | 1.00000 448.00| 0.99000 443.52| 1.00000 448.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 426.000 m | 1.00000 426.00| 0.99000 421.74| 1.00000 426.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-75035 7.200 m | 10.00000 72.00| 6.12000 44.06| 6.00000 43.20 LINE, PAINT, SOLID, WHITE, 600 mm | | | SECTION TOTALS | $ 302,071.62| $ 315,395.12| $ 318,919.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 302,071.62| $ 315,395.12| $ 318,919.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1310611 |(6) 54-1342714 |GOHMANN ASPHALT & CONSTR., I|ROBERTSON, DUNCAN, INC. |TRI COUNTY BUILDERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1650.00000 8250.00| 1500.00000 7500.00| 1300.00000 6500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| 10113.00000 10113.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 160.000 m2 | 16.00000 2560.00| 25.00000 4000.00| 17.80000 2848.00 PAVEMENT, REMOVE | | | 0006 202-02241 334.000 m | 7.90000 2638.60| 10.00000 3340.00| 9.10000 3039.40 GUARDRAIL, REMOVE | | | 0007 202-02272 50.300 m | 20.00000 1006.00| 25.00000 1257.50| 9.15000 460.25 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 34000.00000 34000.00| 35000.00000 35000.00| 11600.00000 11600.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 466.000 m2 | 3.50000 1631.00| 5.00000 2330.00| 3.00000 1398.00 SURFACE MILLING, ASPHALT | | | 0010 202-94810 4.000 EACH| 300.00000 1200.00| 250.00000 1000.00| 50.00000 200.00 CURB TURNOUT, REMOVE | | | 0011 203-02000 3665.400 m3 | 6.50000 23825.10| 10.00000 36654.00| 15.00000 54981.00 EXCAVATION, COMMON | | | 0012 203-02070 2832.600 m3 | 16.00000 45321.60| 12.50000 35407.50| 16.60000 47021.16 BORROW | | | 0013 205-02224 293.800 m | 6.45000 1895.01| 5.00000 1469.00| 7.45000 2188.81 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 303-52308 683.400 Mg | 18.00000 12301.20| 16.00000 10934.40| 22.75000 15547.35 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 250.600 Mg | 45.00000 11277.00| 51.32000 12860.79| 50.71000 12707.93 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 123.000 Mg | 55.00000 6765.00| 63.00000 7749.00| 52.91000 6507.93 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 86.200 Mg | 60.00000 5172.00| 68.00000 5861.60| 59.29000 5110.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 74.400 Mg | 55.00000 4092.00| 68.75000 5115.00| 66.22000 4926.77 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 400.600 m2 | 5.00000 2003.00| 5.78000 2315.46| 5.70000 2283.42 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1310611 |(6) 54-1342714 |GOHMANN ASPHALT & CONSTR., I|ROBERTSON, DUNCAN, INC. |TRI COUNTY BUILDERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 501-05090 178.200 m2 | 65.00000 11583.00| 75.00000 13365.00| 42.50000 7573.50 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0021 601-01522 4.000 EACH| 1175.00000 4700.00| 1320.00000 5280.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01626 2.000 EACH| 1650.00000 3300.00| 1535.00000 3070.00| 1900.00000 3800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-99105 267.350 m | 31.05000 8301.22| 38.50000 10292.97| 34.00000 9089.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99132 4.000 EACH| 45.00000 180.00| 110.00000 440.00| 52.00000 208.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 602-06729 8.000 EACH| 7.00000 56.00| 10.00000 80.00| 20.00000 160.00 BARRIER DELINEATOR | | | 0026 604-06367 13.000 m | 50.00000 650.00| 50.00000 650.00| 23.50000 305.50 JOINT MATERIAL | | | 0027 616-02320 145.000 m2 | 3.00000 435.00| 5.00000 725.00| 2.50000 362.50 GEOTEXTILES | | | 0028 616-06405 87.400 Mg | 22.00000 1922.80| 25.00000 2185.00| 28.00000 2447.20 RIPRAP, REVETMENT | | | 0029 616-95754 36.500 m | 8.00000 292.00| 25.00000 912.50| 13.00000 474.50 PAVED SIDE DITCH, BREAK | | | 0030 621-01004 1.000 EACH| 640.00000 640.00| 704.00000 704.00| 740.00000 740.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 6.600 kg | 56.00000 369.60| 61.60000 406.56| 70.00000 462.00 SEED MIXTURE, CV | | | 0032 621-06559 2414.900 m2 | 0.72000 1738.73| 0.80000 1931.92| 1.00000 2414.90 MULCHED SEEDING, R | | | 0033 702-51110 161.600 kg | 8.00000 1292.80| 6.00000 969.60| 5.00000 808.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 606.000 EACH| 6.00000 3636.00| 7.50000 4545.00| 15.00000 9090.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 702-92857 2.200 m3 | 1500.00000 3300.00| 2000.00000 4400.00| 650.00000 1430.00 CONCRETE, C, SUBSTRUCTURE | | | 0036 703-51030 2234.000 kg | 1.40000 3127.60| 1.25000 2792.50| 1.50000 3351.00 REINFORCING STEEL | | | 0037 703-51032 4730.000 kg | 1.50000 7095.00| 1.35000 6385.50| 1.25000 5912.50 REINFORCING STEEL, EPOXY COATED | | | 0038 706-05732 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1310611 |(6) 54-1342714 |GOHMANN ASPHALT & CONSTR., I|ROBERTSON, DUNCAN, INC. |TRI COUNTY BUILDERS CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 706-51020 19.800 m3 | 450.00000 8910.00| 500.00000 9900.00| 265.00000 5247.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 2400.00000 2400.00| 6500.00000 6500.00| 5000.00000 5000.00 SURFACE SEAL | | | 0041 722-51401 72.800 m2 | 310.00000 22568.00| 50.00000 3640.00| 150.00000 10920.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 624.300 m2 | 60.00000 37458.00| 50.00000 31215.00| 93.00000 58059.90 BRIDGE DECK OVERLAY | | | 0043 722-51846 6.950 m3 | 395.00000 2745.25| 395.00000 2745.25| 395.00000 2745.25 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 31.200 m2 | 80.00000 2496.00| 70.00000 2184.00| 92.00000 2870.40 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 722-60824 624.300 m2 | 4.50000 2809.35| 7.00000 4370.10| 5.20000 3246.36 SURFACE MILLING | | | 0046 801-04308 4.000 EACH| 125.00000 500.00| 330.00000 1320.00| 145.00000 580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 8.000 EACH| 48.00000 384.00| 220.00000 1760.00| 55.00000 440.00 BARRICADE, IIIA | | | 0048 801-06606 2.000 EACH| 65.00000 130.00| 275.00000 550.00| 75.00000 150.00 BARRICADE, IIIB | | | 0049 801-06625 33.000 EACH| 62.00000 2046.00| 100.00000 3300.00| 72.00000 2376.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 10.000 EACH| 59.00000 590.00| 55.00000 550.00| 70.00000 700.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 1500.00000 1500.00| 10000.00000 10000.00| 1208.00000 1208.00 MAINTAINING TRAFFIC | | | 0052 802-94715 LUMP| 500.00000 500.00| 500.00000 500.00| 450.00000 450.00 SIGNS, SHEET, REMOVE AND RESET | | | 0053 808-06713 448.000 m | 0.84000 376.32| 1.00000 448.00| 1.00000 448.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 426.000 m | 0.84000 357.84| 1.00000 426.00| 1.00000 426.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-75035 7.200 m | 7.00000 50.40| 6.00000 43.20| 10.00000 72.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | SECTION TOTALS | $ 330,378.42| $ 337,381.35| $ 357,502.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 330,378.42| $ 337,381.35| $ 357,502.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE 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 5.000 MOS | 1472.65000 7363.25| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4300.00000 4300.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27963.62000 27963.62| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11818.65000 11818.65| | CLEARING RIGHT OF WAY | | | 0005 202-02240 160.000 m2 | 20.00000 3200.00| | PAVEMENT, REMOVE | | | 0006 202-02241 334.000 m | 7.50000 2505.00| | GUARDRAIL, REMOVE | | | 0007 202-02272 50.300 m | 19.98000 1004.99| | PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 17836.99000 17836.99| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 466.000 m2 | 2.16000 1006.56| | SURFACE MILLING, ASPHALT | | | 0010 202-94810 4.000 EACH| 251.29000 1005.16| | CURB TURNOUT, REMOVE | | | 0011 203-02000 3665.400 m3 | 10.61000 38889.89| | EXCAVATION, COMMON | | | 0012 203-02070 2832.600 m3 | 16.44000 46567.94| | BORROW | | | 0013 205-02224 293.800 m | 4.01000 1178.14| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 303-52308 683.400 Mg | 18.38000 12560.89| | COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 250.600 Mg | 46.10000 11552.66| | HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 123.000 Mg | 48.10000 5916.30| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 86.200 Mg | 53.90000 4646.18| | HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 74.400 Mg | 60.20000 4478.88| | HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 400.600 m2 | 4.95000 1982.97| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 501-05090 178.200 m2 | 78.88000 14056.42| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0021 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01626 2.000 EACH| 1395.00000 2790.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-99105 267.350 m | 35.47000 9482.90| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99132 4.000 EACH| 90.00000 360.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 602-06729 8.000 EACH| 9.75000 78.00| | BARRIER DELINEATOR | | | 0026 604-06367 13.000 m | 60.49000 786.37| | JOINT MATERIAL | | | 0027 616-02320 145.000 m2 | 2.50000 362.50| | GEOTEXTILES | | | 0028 616-06405 87.400 Mg | 25.69000 2245.31| | RIPRAP, REVETMENT | | | 0029 616-95754 36.500 m | 42.34000 1545.41| | PAVED SIDE DITCH, BREAK | | | 0030 621-01004 1.000 EACH| 640.00000 640.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 6.600 kg | 56.00000 369.60| | SEED MIXTURE, CV | | | 0032 621-06559 2414.900 m2 | 0.72000 1738.73| | MULCHED SEEDING, R | | | 0033 702-51110 161.600 kg | 13.02000 2104.03| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 606.000 EACH| 15.16000 9186.96| | FIELD DRILLED HOLE IN CONCRETE | | | 0035 702-92857 2.200 m3 | 1380.85000 3037.87| | CONCRETE, C, SUBSTRUCTURE | | | 0036 703-51030 2234.000 kg | 1.12000 2502.08| | REINFORCING STEEL | | | 0037 703-51032 4730.000 kg | 1.23000 5817.90| | REINFORCING STEEL, EPOXY COATED | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 401 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,224.14 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24135-A COUNTIES : WASHINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1385672 | | |FORCE CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 706-51020 19.800 m3 | 230.00000 4554.00| | CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 2500.00000 2500.00| | SURFACE SEAL | | | 0041 722-51401 72.800 m2 | 461.55000 33600.84| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 624.300 m2 | 60.00000 37458.00| | BRIDGE DECK OVERLAY | | | 0043 722-51846 6.950 m3 | 395.00000 2745.25| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 31.200 m2 | 144.71000 4514.95| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 722-60824 624.300 m2 | 1.65000 1030.10| | SURFACE MILLING | | | 0046 801-04308 4.000 EACH| 100.00000 400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 8.000 EACH| 85.00000 680.00| | BARRICADE, IIIA | | | 0048 801-06606 2.000 EACH| 100.00000 200.00| | BARRICADE, IIIB | | | 0049 801-06625 33.000 EACH| 85.00000 2805.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 10.000 EACH| 50.00000 500.00| | CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0052 802-94715 LUMP| 400.00000 400.00| | SIGNS, SHEET, REMOVE AND RESET | | | 0053 808-06713 448.000 m | 0.92000 412.16| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 426.000 m | 0.92000 391.92| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-75035 7.200 m | 5.52000 39.74| | LINE, PAINT, SOLID, WHITE, 600 mm | | | SECTION TOTALS | $ 369,714.11| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,714.11| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,930.07 ROUTE : I-465 CALL ORDER : 411 CONTRACT ID : B -24470-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/27/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654325 4654325 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. IRREGULAR BID $ 339,247.79 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO AWARD $ 360,536.61 106.2753% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 376,680.41 111.0340% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 409,611.86 120.7412% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1618530 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 750.00000 4500.00| 1400.00000 8400.00| 1100.00000 6600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 100.00000 100.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 18000.00000 18000.00| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 110.000 m2 | 23.00000 2530.00| 22.00000 2420.00| 22.00000 2420.00 PAVEMENT, REMOVE | | | 0005 202-02241 22.860 m | 9.00000 205.74| 9.04000 206.65| 8.50000 194.31 GUARDRAIL, REMOVE | | | 0006 202-02279 5.000 m | 75.00000 375.00| 60.00000 300.00| 43.00000 215.00 CURB AND GUTTER, REMOVE | | | 0007 202-51328 LUMP| 40000.00000 40000.00| 19170.00000 19170.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-51822 1341.000 m2 | 6.80000 9118.80| 8.07000 10821.87| 7.00000 9387.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 176.000 m2 | 9.00000 1584.00| 2.13000 374.88| 4.00000 704.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 30.000 m3 | 65.00000 1950.00| 50.00000 1500.00| 35.00000 1050.00 EXCAVATION, COMMON | | | 0011 203-02080 0.107 km | 13500.00000 1444.50| 46700.00000 4996.90| 20000.00000 2140.00 LINEAR GRADING | | | 0012 303-60900 24.000 Mg | 0.00000 0.00| 60.00000 1440.00| 35.00000 840.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 406-05521 394.000 m2 | 0.00000 0.00| 1.13000 445.22| 1.10000 433.40 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,930.07 ROUTE : I-465 CALL ORDER : 411 CONTRACT ID : B -24470-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1618530 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 501-05310 10.400 m | 0.00000 0.00| 632.80000 6581.12| 800.00000 8320.00 TERMINAL JOINT | | | 0015 502-06327 60.000 m2 | 0.00000 0.00| 80.00000 4800.00| 70.00000 4200.00 PCCP, 250 mm | | | 0016 601-01522 3.000 EACH| 0.00000 0.00| 1752.00000 5256.00| 1550.00000 4650.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04746 1.000 EACH| 0.00000 0.00| 7684.00000 7684.00| 6000.00000 6000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-99132 3.000 EACH| 0.00000 0.00| 113.00000 339.00| 70.00000 210.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0019 602-06639 92.000 m | 0.00000 0.00| 99.00000 9108.00| 145.00000 13340.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 150.000 m | 0.00000 0.00| 92.00000 13800.00| 135.00000 20250.00 TEMPORARY CONCRETE BARRIER | | | 0021 610-05527 366.000 Mg | 0.00000 0.00| 110.00000 40260.00| 100.00000 36600.00 HMA FOR APPROACHES | | | 0022 610-06259 134.000 m2 | 0.00000 0.00| 85.00000 11390.00| 80.00000 10720.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0023 616-02320 218.000 m2 | 5.50000 1199.00| 2.00000 436.00| 5.00000 1090.00 GEOTEXTILES | | | 0024 616-06405 130.000 Mg | 30.00000 3900.00| 30.00000 3900.00| 30.00000 3900.00 RIPRAP, REVETMENT | | | 0025 621-01004 4.000 EACH| 450.00000 1800.00| 452.00000 1808.00| 415.00000 1660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06560 400.000 m2 | 2.60000 1040.00| 1.51000 604.00| 1.40000 560.00 MULCHED SEEDING, U | | | 0027 703-51030 1948.000 kg | 1.55000 3019.40| 1.61000 3136.28| 1.20000 2337.60 REINFORCING STEEL | | | 0028 703-51032 1069.000 kg | 1.90000 2031.10| 1.61000 1721.09| 1.50000 1603.50 REINFORCING STEEL, EPOXY COATED | | | 0029 704-51002 3.400 m3 | 775.00000 2635.00| 1000.00000 3400.00| 650.00000 2210.00 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 2.000 EACH| 1300.00000 2600.00| 1400.00000 2800.00| 1000.00000 2000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-05734 2.000 EACH| 1300.00000 2600.00| 1400.00000 2800.00| 1100.00000 2200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0032 706-51020 0.400 m3 | 1800.00000 720.00| 1200.00000 480.00| 3500.00000 1400.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,930.07 ROUTE : I-465 CALL ORDER : 411 CONTRACT ID : B -24470-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1618530 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 709-51821 LUMP| 3000.00000 3000.00| 2120.00000 2120.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 1 | | | 0034 720-44296 1.000 EACH| 400.00000 400.00| 200.00000 200.00| 375.00000 375.00 CAP INLET | | | 0035 722-51401 50.000 m2 | 390.00000 19500.00| 161.00000 8050.00| 100.00000 5000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0036 722-51842 1350.000 m2 | 58.00000 78300.00| 54.82000 74007.00| 60.00000 81000.00 BRIDGE DECK OVERLAY | | | 0037 722-51846 13.900 m3 | 395.00000 5490.50| 395.00000 5490.50| 395.00000 5490.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0038 722-51852 190.000 m2 | 115.00000 21850.00| 108.00000 20520.00| 50.00000 9500.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0039 722-60824 1341.000 m2 | 2.80000 3754.80| 1.29000 1729.89| 5.00000 6705.00 SURFACE MILLING | | | 0040 724-03276 18.800 m | 395.00000 7426.00| 426.00000 8008.80| 100.00000 1880.00 EXPANSION JOINT SEALING SYSTEM | | | 0041 728-98377 LUMP| 5000.00000 5000.00| 4300.00000 4300.00| 3500.00000 3500.00 MASONRY COATING , STR NO 1 | | | 0042 801-04308 1.000 EACH| 180.00000 180.00| 113.00000 113.00| 110.00000 110.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06198 42.000 DAY | 200.00000 8400.00| 424.00000 17808.00| 375.00000 15750.00 PATROLLER | | | 0044 801-06203 290.000 m | 1.25000 362.50| 0.50000 145.00| 0.50000 145.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 1670.000 m | 3.40000 5678.00| 3.39000 5661.30| 3.25000 5427.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06605 4.000 EACH| 75.00000 300.00| 57.00000 228.00| 55.00000 220.00 BARRICADE, IIIA | | | 0047 801-06625 10.000 EACH| 85.00000 850.00| 102.00000 1020.00| 100.00000 1000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 14.000 EACH| 85.00000 1190.00| 62.00000 868.00| 60.00000 840.00 CONSTRUCTION SIGN, A | | | 0049 801-06710 30.000 DAY | 16.50000 495.00| 20.00000 600.00| 15.00000 450.00 FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 60000.00000 60000.00| 11957.00000 11957.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0051 801-09133 3.000 EACH| 2500.00000 7500.00| 2540.00000 7620.00| 2500.00000 7500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0052 808-06711 126.000 m | 0.35000 44.10| 0.36000 45.36| 0.35000 44.10 LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,930.07 ROUTE : I-465 CALL ORDER : 411 CONTRACT ID : B -24470-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1609544 |(3) 35-1618530 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06713 505.000 m | 0.35000 176.75| 0.34000 171.70| 0.35000 176.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 460.000 m | 0.35000 161.00| 0.34000 156.40| 0.35000 161.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-06716 669.000 m | 1.40000 936.60| 1.85000 1237.65| 1.75000 1170.75 LINE, REMOVE | | | SECTION TOTALS | $ 339,247.79| $ 360,536.61| $ 376,680.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,247.79| $ 360,536.61| $ 376,680.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 411 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,930.07 ROUTE : I-465 CALL ORDER : 411 CONTRACT ID : B -24470-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1550.00000 9300.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20450.00000 20450.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 110.000 m2 | 16.00000 1760.00| | PAVEMENT, REMOVE | | | 0005 202-02241 22.860 m | 8.00000 182.88| | GUARDRAIL, REMOVE | | | 0006 202-02279 5.000 m | 50.00000 250.00| | CURB AND GUTTER, REMOVE | | | 0007 202-51328 LUMP| 9000.00000 9000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0008 202-51822 1341.000 m2 | 7.00000 9387.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 176.000 m2 | 8.00000 1408.00| | SURFACE MILLING, ASPHALT | | | 0010 203-02000 30.000 m3 | 65.00000 1950.00| | EXCAVATION, COMMON | | | 0011 203-02080 0.107 km | 20000.00000 2140.00| | LINEAR GRADING | | | 0012 303-60900 24.000 Mg | 30.00000 720.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 406-05521 394.000 m2 | 5.50000 2167.00| | ASPHALT FOR TACK COAT | | | 0014 501-05310 10.400 m | 600.00000 6240.00| | TERMINAL JOINT | | | 0015 502-06327 60.000 m2 | 85.00000 5100.00| | PCCP, 250 mm | | | 0016 601-01522 3.000 EACH| 1550.00000 4650.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04746 1.000 EACH| 15000.00000 15000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-99132 3.000 EACH| 100.00000 300.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0019 602-06639 92.000 m | 110.00000 10120.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,930.07 ROUTE : I-465 CALL ORDER : 411 CONTRACT ID : B -24470-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06646 150.000 m | 100.00000 15000.00| | TEMPORARY CONCRETE BARRIER | | | 0021 610-05527 366.000 Mg | 124.00000 45384.00| | HMA FOR APPROACHES | | | 0022 610-06259 134.000 m2 | 90.00000 12060.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0023 616-02320 218.000 m2 | 4.00000 872.00| | GEOTEXTILES | | | 0024 616-06405 130.000 Mg | 35.00000 4550.00| | RIPRAP, REVETMENT | | | 0025 621-01004 4.000 EACH| 400.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06560 400.000 m2 | 1.34000 536.00| | MULCHED SEEDING, U | | | 0027 703-51030 1948.000 kg | 1.35000 2629.80| | REINFORCING STEEL | | | 0028 703-51032 1069.000 kg | 1.80000 1924.20| | REINFORCING STEEL, EPOXY COATED | | | 0029 704-51002 3.400 m3 | 1000.00000 3400.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 2.000 EACH| 1750.00000 3500.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-05734 2.000 EACH| 2000.00000 4000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0032 706-51020 0.400 m3 | 1000.00000 400.00| | CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 1500.00000 1500.00| | SURFACE SEAL , STR NO 1 | | | 0034 720-44296 1.000 EACH| 550.00000 550.00| | CAP INLET | | | 0035 722-51401 50.000 m2 | 420.00000 21000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0036 722-51842 1350.000 m2 | 80.00000 108000.00| | BRIDGE DECK OVERLAY | | | 0037 722-51846 13.900 m3 | 395.00000 5490.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0038 722-51852 190.000 m2 | 110.00000 20900.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0039 722-60824 1341.000 m2 | 3.00000 4023.00| | SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 411 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,930.07 ROUTE : I-465 CALL ORDER : 411 CONTRACT ID : B -24470-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 724-03276 18.800 m | 300.00000 5640.00| | EXPANSION JOINT SEALING SYSTEM | | | 0041 728-98377 LUMP| 3040.00000 3040.00| | MASONRY COATING , STR NO 1 | | | 0042 801-04308 1.000 EACH| 100.00000 100.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06198 42.000 DAY | 375.00000 15750.00| | PATROLLER | | | 0044 801-06203 290.000 m | 0.45000 130.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 1670.000 m | 3.00000 5010.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06605 4.000 EACH| 50.00000 200.00| | BARRICADE, IIIA | | | 0047 801-06625 10.000 EACH| 90.00000 900.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 14.000 EACH| 55.00000 770.00| | CONSTRUCTION SIGN, A | | | 0049 801-06710 30.000 DAY | 15.00000 450.00| | FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0051 801-09133 3.000 EACH| 2250.00000 6750.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0052 808-06711 126.000 m | 0.32000 40.32| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0053 808-06713 505.000 m | 0.30000 151.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 460.000 m | 0.30000 138.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-06716 669.000 m | 1.64000 1097.16| | LINE, REMOVE | | | SECTION TOTALS | $ 409,611.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 409,611.86| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 344,758.31 ROUTE : SR 38 CALL ORDER : 431 CONTRACT ID : B -24694-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4889007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 360,185.56 100.0000% 2 35-1385672 FORCE CONSTRUCTION $ 363,638.46 100.9586% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 366,432.75 101.7344% 4 35-1609544 SCHUTT-LOOKABILL CO $ 388,848.47 107.9578% 5 35-1212938 ATLAS EXCAVATING, INC. $ 408,884.18 113.5204% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 419,399.89 116.4399% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1385672 |(3) 35-1364963 |STRUCTURE CONTRACTORS |FORCE CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| 1372.56000 8235.36| 1000.00000 6000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 24557.71000 24557.71| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 12440.87000 12440.87| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 344.400 m2 | 30.00000 10332.00| 22.49000 7745.56| 16.00000 5510.40 PAVEMENT, REMOVE | | | 0006 202-02241 45.800 m | 50.00000 2290.00| 23.50000 1076.30| 10.00000 458.00 GUARDRAIL, REMOVE | | | 0007 202-02278 43.300 m | 8.00000 346.40| 34.76000 1505.11| 18.00000 779.40 CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 24000.00000 24000.00| 11300.16000 11300.16| 34000.00000 34000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 49.200 m2 | 15.00000 738.00| 53.87000 2650.40| 16.00000 787.20 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 487.000 m2 | 10.00000 4870.00| 3.55000 1728.85| 12.00000 5844.00 SURFACE MILLING, ASPHALT | | | 0011 203-02070 30.000 m3 | 40.00000 1200.00| 69.37000 2081.10| 30.00000 900.00 BORROW | | | 0012 203-51223 10.000 m3 | 45.00000 450.00| 77.03000 770.30| 25.00000 250.00 EXCAVATION, WATERWAY | | | 0013 205-02224 100.000 m | 6.00000 600.00| 5.40000 540.00| 5.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 344,758.31 ROUTE : SR 38 CALL ORDER : 431 CONTRACT ID : B -24694-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1385672 |(3) 35-1364963 |STRUCTURE CONTRACTORS |FORCE CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 23.000 m3 | 32.00000 736.00| 58.61000 1348.03| 28.00000 644.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 113.500 Mg | 32.00000 3632.00| 30.57000 3469.70| 24.00000 2724.00 COMPACTED AGGREGATE, O, 53 | | | 0016 406-05521 668.000 m2 | 0.05000 33.40| 0.05000 33.40| 0.10000 66.80 ASPHALT FOR TACK COAT | | | 0017 501-03489 85.000 EACH| 20.00000 1700.00| 25.00000 2125.00| 15.00000 1275.00 TIE BAR, RETROFIT | | | 0018 501-05310 25.000 m | 400.00000 10000.00| 46.50000 1162.50| 300.00000 7500.00 TERMINAL JOINT | | | 0019 502-06327 149.500 m2 | 65.00000 9717.50| 65.00000 9717.50| 55.00000 8222.50 PCCP, 250 mm | | | 0020 601-01522 1.000 EACH| 1800.00000 1800.00| 1350.00000 1350.00| 1450.00000 1450.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-04746 2.000 EACH| 7000.00000 14000.00| 9379.78000 18759.56| 6000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-06224 2.000 EACH| 38000.00000 76000.00| 37131.25000 74262.50| 36500.00000 73000.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0024 601-94689 1.000 EACH| 4200.00000 4200.00| 2500.00000 2500.00| 2750.00000 2750.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 2200.00000 2200.00| 1230.00000 1230.00| 1400.00000 1400.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 30.480 m | 82.00000 2499.36| 36.00000 1097.28| 40.00000 1219.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06639 146.400 m | 80.00000 11712.00| 75.00000 10980.00| 75.00000 10980.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 604-06069 13.600 m2 | 125.00000 1700.00| 67.10000 912.56| 45.00000 612.00 CURB RAMP, CONCRETE | | | 0029 604-06070 9.100 m2 | 136.00000 1237.60| 148.12000 1347.89| 27.50000 250.25 SIDEWALK, CONCRETE | | | 0030 605-06120 14.000 m | 82.00000 1148.00| 90.46000 1266.44| 38.00000 532.00 CURB, CONCRETE | | | 0031 610-05527 69.700 Mg | 100.00000 6970.00| 99.00000 6900.30| 150.00000 10455.00 HMA FOR APPROACHES | | | 0032 610-06257 215.400 m2 | 65.00000 14001.00| 84.27000 18151.76| 57.50000 12385.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 616-02320 209.000 m2 | 4.00000 836.00| 3.12000 652.08| 5.00000 1045.00 GEOTEXTILES | | | 0034 616-05688 204.000 Mg | 45.00000 9180.00| 23.31000 4755.24| 50.00000 10200.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 344,758.31 ROUTE : SR 38 CALL ORDER : 431 CONTRACT ID : B -24694-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1385672 |(3) 35-1364963 |STRUCTURE CONTRACTORS |FORCE CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-01004 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06567 7.200 kL | 1.00000 7.20| 0.53000 3.82| 1.00000 7.20 WATER | | | 0037 621-06575 400.000 m2 | 8.00000 3200.00| 7.46000 2984.00| 8.00000 3200.00 SODDING, NURSERY | | | 0038 702-51863 386.000 EACH| 10.00000 3860.00| 12.57000 4852.02| 7.00000 2702.00 FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51030 5205.000 kg | 1.50000 7807.50| 1.21000 6298.05| 1.60000 8328.00 REINFORCING STEEL | | | 0040 703-51032 4277.000 kg | 1.50000 6415.50| 1.42000 6073.34| 1.80000 7698.60 REINFORCING STEEL, EPOXY COATED | | | 0041 703-97936 98.000 EACH| 12.00000 1176.00| 14.23000 1394.54| 10.00000 980.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 706-51020 18.600 m3 | 550.00000 10230.00| 450.00000 8370.00| 550.00000 10230.00 CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 4500.00000 4500.00| 4340.00000 4340.00| 4250.00000 4250.00 SURFACE SEAL | | | 0044 710-51870 15.000 m2 | 70.00000 1050.00| 108.09000 1621.35| 450.00000 6750.00 REPOINTING MASONRY IN STRUCTURES | | | 0045 715-05756 5.000 m | 115.00000 575.00| 160.33000 801.65| 75.00000 375.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0046 720-96127 4.000 EACH| 1700.00000 6800.00| 1592.56000 6370.24| 1250.00000 5000.00 CATCH BASIN, K13 | | | 0047 722-51842 337.200 m2 | 65.00000 21918.00| 93.39000 31491.11| 85.00000 28662.00 BRIDGE DECK OVERLAY | | | 0048 722-51846 5.900 m3 | 395.00000 2330.50| 395.00000 2330.50| 395.00000 2330.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 82.000 m2 | 70.00000 5740.00| 153.70000 12603.40| 75.00000 6150.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 330.000 m2 | 15.00000 4950.00| 3.55000 1171.50| 15.00000 4950.00 SURFACE MILLING | | | 0051 729-51875 73.000 m2 | 45.00000 3285.00| 197.91000 14447.43| 250.00000 18250.00 CONCRETE, A, PATCHING | | | 0052 801-06207 1366.000 m | 3.10000 4234.60| 3.10000 4234.60| 3.20000 4371.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06640 18.000 EACH| 85.00000 1530.00| 85.00000 1530.00| 85.00000 1530.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 45.00000 90.00| 45.00000 90.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 344,758.31 ROUTE : SR 38 CALL ORDER : 431 CONTRACT ID : B -24694-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1385672 |(3) 35-1364963 |STRUCTURE CONTRACTORS |FORCE CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06710 120.000 DAY | 15.00000 1800.00| 15.00000 1800.00| 20.00000 2400.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 20000.00000 20000.00| 7510.34000 7510.34| 11500.00000 11500.00 MAINTAINING TRAFFIC | | | 0057 808-06713 446.000 m | 1.00000 446.00| 0.83000 370.18| 1.00000 446.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 446.000 m | 1.00000 446.00| 0.83000 370.18| 1.00000 446.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 153.000 m | 5.00000 765.00| 4.75000 726.75| 2.00000 306.00 LINE, REMOVE | | | SECTION TOTALS | $ 360,185.56| $ 363,638.46| $ 366,432.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 360,185.56| $ 363,638.46| $ 366,432.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 344,758.31 ROUTE : SR 38 CALL ORDER : 431 CONTRACT ID : B -24694-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-1618530 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 750.00000 4500.00| 1400.00000 8400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 100.00000 100.00| 4400.00000 4400.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19400.00000 19400.00| 20000.00000 20000.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 200.00000 200.00| 4000.00000 4000.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 344.400 m2 | 16.00000 5510.40| 18.00000 6199.20| 19.00000 6543.60 PAVEMENT, REMOVE | | | 0006 202-02241 45.800 m | 10.00000 458.00| 10.40000 476.32| 25.00000 1145.00 GUARDRAIL, REMOVE | | | 0007 202-02278 43.300 m | 10.00000 433.00| 21.00000 909.30| 17.00000 736.10 CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 44020.00000 44020.00| 40000.00000 40000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 49.200 m2 | 10.00000 492.00| 13.00000 639.60| 15.00000 738.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 487.000 m2 | 9.76000 4753.12| 6.10000 2970.70| 7.00000 3409.00 SURFACE MILLING, ASPHALT | | | 0011 203-02070 30.000 m3 | 60.00000 1800.00| 16.00000 480.00| 90.00000 2700.00 BORROW | | | 0012 203-51223 10.000 m3 | 60.00000 600.00| 60.00000 600.00| 55.00000 550.00 EXCAVATION, WATERWAY | | | 0013 205-02224 100.000 m | 6.10000 610.00| 8.00000 800.00| 6.00000 600.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 211-02060 23.000 m3 | 40.00000 920.00| 65.00000 1495.00| 75.00000 1725.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 113.500 Mg | 40.00000 4540.00| 19.00000 2156.50| 40.00000 4540.00 COMPACTED AGGREGATE, O, 53 | | | 0016 406-05521 668.000 m2 | 0.06000 40.08| 0.10000 66.80| 0.10000 66.80 ASPHALT FOR TACK COAT | | | 0017 501-03489 85.000 EACH| 9.00000 765.00| 17.00000 1445.00| 17.00000 1445.00 TIE BAR, RETROFIT | | | 0018 501-05310 25.000 m | 410.00000 10250.00| 325.00000 8125.00| 350.00000 8750.00 TERMINAL JOINT | | | 0019 502-06327 149.500 m2 | 66.00000 9867.00| 57.00000 8521.50| 75.00000 11212.50 PCCP, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 344,758.31 ROUTE : SR 38 CALL ORDER : 431 CONTRACT ID : B -24694-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-1618530 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01522 1.000 EACH| 1525.00000 1525.00| 1500.00000 1500.00| 1450.00000 1450.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-04746 2.000 EACH| 7900.00000 15800.00| 5200.00000 10400.00| 6000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-06224 2.000 EACH| 39100.00000 78200.00| 36500.00000 73000.00| 37000.00000 74000.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0024 601-94689 1.000 EACH| 2260.00000 2260.00| 2700.00000 2700.00| 3300.00000 3300.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 1390.00000 1390.00| 1370.00000 1370.00| 1300.00000 1300.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 30.480 m | 40.68000 1239.93| 38.00000 1158.24| 38.00000 1158.24 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06639 146.400 m | 59.05000 8644.92| 95.00000 13908.00| 100.00000 14640.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 604-06069 13.600 m2 | 70.00000 952.00| 79.00000 1074.40| 175.00000 2380.00 CURB RAMP, CONCRETE | | | 0029 604-06070 9.100 m2 | 55.00000 500.50| 73.00000 664.30| 130.00000 1183.00 SIDEWALK, CONCRETE | | | 0030 605-06120 14.000 m | 75.00000 1050.00| 110.00000 1540.00| 100.00000 1400.00 CURB, CONCRETE | | | 0031 610-05527 69.700 Mg | 111.87000 7797.34| 130.00000 9061.00| 110.00000 7667.00 HMA FOR APPROACHES | | | 0032 610-06257 215.400 m2 | 66.00000 14216.40| 65.00000 14001.00| 100.00000 21540.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 616-02320 209.000 m2 | 2.00000 418.00| 5.00000 1045.00| 7.00000 1463.00 GEOTEXTILES | | | 0034 616-05688 204.000 Mg | 42.00000 8568.00| 25.00000 5100.00| 25.00000 5100.00 RIPRAP, CLASS 1 | | | 0035 621-01004 1.000 EACH| 230.00000 230.00| 225.00000 225.00| 225.00000 225.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06567 7.200 kL | 0.60000 4.32| 0.60000 4.32| 0.50000 3.60 WATER | | | 0037 621-06575 400.000 m2 | 8.43000 3372.00| 8.00000 3200.00| 8.00000 3200.00 SODDING, NURSERY | | | 0038 702-51863 386.000 EACH| 6.00000 2316.00| 11.00000 4246.00| 17.00000 6562.00 FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51030 5205.000 kg | 1.40000 7287.00| 1.45000 7547.25| 1.50000 7807.50 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 344,758.31 ROUTE : SR 38 CALL ORDER : 431 CONTRACT ID : B -24694-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-1618530 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-51032 4277.000 kg | 1.49000 6372.73| 1.50000 6415.50| 1.75000 7484.75 REINFORCING STEEL, EPOXY COATED | | | 0041 703-97936 98.000 EACH| 9.00000 882.00| 15.00000 1470.00| 18.00000 1764.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 706-51020 18.600 m3 | 520.00000 9672.00| 560.00000 10416.00| 560.00000 10416.00 CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 2475.00000 2475.00| 5000.00000 5000.00| 4500.00000 4500.00 SURFACE SEAL | | | 0044 710-51870 15.000 m2 | 430.00000 6450.00| 610.00000 9150.00| 230.00000 3450.00 REPOINTING MASONRY IN STRUCTURES | | | 0045 715-05756 5.000 m | 60.00000 300.00| 225.00000 1125.00| 310.00000 1550.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0046 720-96127 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1500.00000 6000.00 CATCH BASIN, K13 | | | 0047 722-51842 337.200 m2 | 78.58000 26497.18| 85.00000 28662.00| 120.00000 40464.00 BRIDGE DECK OVERLAY | | | 0048 722-51846 5.900 m3 | 395.00000 2330.50| 395.00000 2330.50| 395.00000 2330.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 82.000 m2 | 75.32000 6176.24| 115.00000 9430.00| 100.00000 8200.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 330.000 m2 | 9.76000 3220.80| 11.00000 3630.00| 8.00000 2640.00 SURFACE MILLING | | | 0051 729-51875 73.000 m2 | 444.88000 32476.24| 370.00000 27010.00| 225.00000 16425.00 CONCRETE, A, PATCHING | | | 0052 801-06207 1366.000 m | 3.51000 4794.66| 3.30000 4507.80| 3.50000 4781.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06640 18.000 EACH| 68.00000 1224.00| 100.00000 1800.00| 75.00000 1350.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 45.00000 90.00| 43.00000 86.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0055 801-06710 120.000 DAY | 22.00000 2640.00| 17.50000 2100.00| 20.00000 2400.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 11352.00000 11352.00| 30000.00000 30000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0057 808-06713 446.000 m | 0.45000 200.70| 0.50000 223.00| 0.50000 223.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 446.000 m | 0.45000 200.70| 0.50000 223.00| 0.50000 223.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 153.000 m | 1.07000 163.71| 1.15000 175.95| 1.10000 168.30 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 344,758.31 ROUTE : SR 38 CALL ORDER : 431 CONTRACT ID : B -24694-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-1618530 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 388,848.47| $ 408,884.18| $ 419,399.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,848.47| $ 408,884.18| $ 419,399.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,083.35 ROUTE : SR 67 CALL ORDER : 441 CONTRACT ID : B -24697-A COUNTIES : DELAWARE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/17/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0450004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 450,916.13 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 454,431.16 100.7795% 3 35-1057237 MCCOY, R.L., INC. $ 478,787.45 106.1810% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 555,197.70 123.1266% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1057237 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|MCCOY, R.L., 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 | 1350.00000 8100.00| 1000.00000 6000.00| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 100.00000 100.00| 3000.00000 3000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22500.00000 22500.00| 21500.00000 21500.00| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 237.300 m2 | 12.00000 2847.60| 12.50000 2966.25| 14.00000 3322.20 PAVEMENT, REMOVE | | | 0005 202-02241 96.000 m | 16.00000 1536.00| 15.00000 1440.00| 9.50000 912.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 62964.00000 62964.00| 54000.00000 54000.00| 75500.00000 75500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 919.400 m2 | 4.39000 4036.17| 4.40000 4045.36| 7.00000 6435.80 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60822 1219.000 m2 | 1.85000 2255.15| 2.80000 3413.20| 4.00000 4876.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 202-93741 3.000 EACH| 113.00000 339.00| 125.00000 375.00| 150.00000 450.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 211-06467 50.400 m3 | 40.00000 2016.00| 30.00000 1512.00| 28.00000 1411.20 AGGREGATE FOR END BENT BACKFILL | | | 0011 213-52830 9.600 m3 | 100.00000 960.00| 100.00000 960.00| 100.00000 960.00 FLOWABLE MORTAR | | | 0012 303-52308 90.400 Mg | 30.00000 2712.00| 24.00000 2169.60| 22.00000 1988.80 COMPACTED AGGREGATE, O, 53 | | | 0013 601-01522 2.000 EACH| 1413.00000 2826.00| 1300.00000 2600.00| 1200.00000 2400.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,083.35 ROUTE : SR 67 CALL ORDER : 441 CONTRACT ID : B -24697-A COUNTIES : DELAWARE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1057237 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-05999 1.000 EACH| 45.00000 45.00| 50.00000 50.00| 35.00000 35.00 CURVED TERMINAL END | | | 0015 601-94689 4.000 EACH| 3334.00000 13336.00| 3150.00000 12600.00| 3100.00000 12400.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 270.300 m | 35.37000 9560.51| 34.00000 9190.20| 32.00000 8649.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 601-99123 1.000 EACH| 2400.00000 2400.00| 2200.00000 2200.00| 1700.00000 1700.00 GUARDRAIL TRANSITION, GP | | | 0018 602-06032 82.200 m | 119.00000 9781.80| 135.00000 11097.00| 135.00000 11097.00 BARRIER, MEDIAN, CONCRETE | | | 0019 602-06729 54.000 EACH| 10.00000 540.00| 7.50000 405.00| 10.00000 540.00 BARRIER DELINEATOR | | | 0020 610-05527 42.900 Mg | 282.50000 12119.25| 250.00000 10725.00| 250.00000 10725.00 HMA FOR APPROACHES | | | 0021 610-06257 253.800 m2 | 63.00000 15989.40| 55.00000 13959.00| 74.00000 18781.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 119.100 m2 | 2.00000 238.20| 3.00000 357.30| 2.50000 297.75 GEOTEXTILES | | | 0023 616-51367 181.700 m2 | 55.00000 9993.50| 42.50000 7722.25| 55.00000 9993.50 SLOPEWALL, CONCRETE, 100 mm | | | 0024 616-93772 16.000 EACH| 261.75000 4188.00| 24.00000 384.00| 60.00000 960.00 INSPECTION HOLE | | | 0025 702-51005 50.500 m3 | 678.34000 34256.17| 550.00000 27775.00| 450.00000 22725.00 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51110 348.400 kg | 3.60000 1254.24| 5.50000 1916.20| 7.00000 2438.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 702-51863 262.000 EACH| 6.00000 1572.00| 7.50000 1965.00| 12.00000 3144.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 7842.000 kg | 1.36000 10665.12| 1.40000 10978.80| 1.25000 9802.50 REINFORCING STEEL | | | 0029 703-51032 10302.000 kg | 1.58000 16277.16| 1.50000 15453.00| 1.35000 13907.70 REINFORCING STEEL, EPOXY COATED | | | 0030 704-51002 53.900 m3 | 537.85000 28990.12| 485.00000 26141.50| 450.00000 24255.00 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 7.400 m | 119.00000 880.60| 135.00000 999.00| 125.00000 925.00 CONCRETE, C, RAILING | | | 0033 708-51813 3.000 m2 | 845.00000 2535.00| 750.00000 2250.00| 800.00000 2400.00 PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,083.35 ROUTE : SR 67 CALL ORDER : 441 CONTRACT ID : B -24697-A COUNTIES : DELAWARE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1057237 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 709-51821 LUMP| 3123.00000 3123.00| 4000.00000 4000.00| 3700.00000 3700.00 SURFACE SEAL | | | 0035 711-51038 LUMP| 24044.00000 24044.00| 34000.00000 34000.00| 28000.00000 28000.00 STRUCTURAL STEEL | | | 0036 711-51864 120.000 EACH| 18.08000 2169.60| 18.00000 2160.00| 24.00000 2880.00 DRILLED HOLE | | | 0037 711-51877 LUMP| 12238.00000 12238.00| 24000.00000 24000.00| 36000.00000 36000.00 JACKING AND SUPPORTING BEAMS | | | 0038 715-05217 36.600 m | 55.14000 2018.12| 37.50000 1372.50| 60.00000 2196.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0039 715-05407 61.000 m | 10.00000 610.00| 10.00000 610.00| 40.00000 2440.00 PIPE, END BENT DRAIN, 150 mm | | | 0040 720-45025 4.000 EACH| 1350.00000 5400.00| 1350.00000 5400.00| 1400.00000 5600.00 INLET, D6 | | | 0041 722-51401 100.000 m2 | 94.00000 9400.00| 150.00000 15000.00| 75.00000 7500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 995.000 m2 | 40.32000 40118.40| 47.50000 47262.50| 38.00000 37810.00 BRIDGE DECK OVERLAY | | | 0043 722-51846 12.800 m3 | 395.00000 5056.00| 395.00000 5056.00| 395.00000 5056.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 200.000 m2 | 92.88000 18576.00| 77.50000 15500.00| 50.00000 10000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 726-92406 10.000 EACH| 632.23000 6322.30| 550.00000 5500.00| 600.00000 6000.00 BEARING ASSEMBLY, ELASTOMERIC , TYPE I | | | 0046 726-92406 10.000 EACH| 684.20000 6842.00| 650.00000 6500.00| 1150.00000 11500.00 BEARING ASSEMBLY, ELASTOMERIC , TYPE II | | | 0047 726-92406 10.000 EACH| 1080.73000 10807.30| 800.00000 8000.00| 1200.00000 12000.00 BEARING ASSEMBLY, ELASTOMERIC , TYPE III| | | 0048 801-04308 3.000 EACH| 232.00000 696.00| 225.00000 675.00| 205.00000 615.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06605 9.000 EACH| 85.00000 765.00| 90.00000 810.00| 75.00000 675.00 BARRICADE, IIIA | | | 0050 801-06625 19.000 EACH| 102.00000 1938.00| 100.00000 1900.00| 90.00000 1710.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 20.000 EACH| 73.00000 1460.00| 85.00000 1700.00| 65.00000 1300.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 8.000 EACH| 40.00000 320.00| 35.00000 280.00| 35.00000 280.00 CONSTRUCTION SIGN, B | | | 0053 801-06710 28.000 DAY | 20.00000 560.00| 24.00000 672.00| 15.00000 420.00 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP| 4164.00000 4164.00| 7500.00000 7500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,083.35 ROUTE : SR 67 CALL ORDER : 441 CONTRACT ID : B -24697-A COUNTIES : DELAWARE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1057237 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-76035 0.630 m2 | 276.85000 174.42| 250.00000 157.50| 300.00000 189.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0056 803-76160 1.000 EACH| 1074.00000 1074.00| 1000.00000 1000.00| 1000.00000 1000.00 BRIDGE BRACKET ASSEMBLY | | | 0057 808-06713 213.000 m | 1.00000 213.00| 1.00000 213.00| 0.90000 191.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 213.000 m | 1.00000 213.00| 1.00000 213.00| 0.90000 191.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 450,916.13| $ 454,431.16| $ 478,787.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 450,916.13| $ 454,431.16| $ 478,787.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 441 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,083.35 ROUTE : SR 67 CALL ORDER : 441 CONTRACT ID : B -24697-A COUNTIES : DELAWARE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27500.00000 27500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 237.300 m2 | 24.00000 5695.20| | PAVEMENT, REMOVE | | | 0005 202-02241 96.000 m | 15.00000 1440.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 45000.00000 45000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 919.400 m2 | 4.50000 4137.30| | BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60822 1219.000 m2 | 4.50000 5485.50| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 202-93741 3.000 EACH| 110.00000 330.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0010 211-06467 50.400 m3 | 70.00000 3528.00| | AGGREGATE FOR END BENT BACKFILL | | | 0011 213-52830 9.600 m3 | 125.00000 1200.00| | FLOWABLE MORTAR | | | 0012 303-52308 90.400 Mg | 34.00000 3073.60| | COMPACTED AGGREGATE, O, 53 | | | 0013 601-01522 2.000 EACH| 1350.00000 2700.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-05999 1.000 EACH| 44.00000 44.00| | CURVED TERMINAL END | | | 0015 601-94689 4.000 EACH| 3200.00000 12800.00| | GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 270.300 m | 33.00000 8919.90| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 601-99123 1.000 EACH| 2200.00000 2200.00| | GUARDRAIL TRANSITION, GP | | | 0018 602-06032 82.200 m | 180.00000 14796.00| | BARRIER, MEDIAN, CONCRETE | | | 0019 602-06729 54.000 EACH| 9.50000 513.00| | BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 441 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,083.35 ROUTE : SR 67 CALL ORDER : 441 CONTRACT ID : B -24697-A COUNTIES : DELAWARE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 42.900 Mg | 110.00000 4719.00| | HMA FOR APPROACHES | | | 0021 610-06257 253.800 m2 | 60.00000 15228.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 119.100 m2 | 3.50000 416.85| | GEOTEXTILES | | | 0023 616-51367 181.700 m2 | 42.00000 7631.40| | SLOPEWALL, CONCRETE, 100 mm | | | 0024 616-93772 16.000 EACH| 80.00000 1280.00| | INSPECTION HOLE | | | 0025 702-51005 50.500 m3 | 600.00000 30300.00| | CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51110 348.400 kg | 7.50000 2613.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 702-51863 262.000 EACH| 15.00000 3930.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 7842.000 kg | 1.35000 10586.70| | REINFORCING STEEL | | | 0029 703-51032 10302.000 kg | 1.50000 15453.00| | REINFORCING STEEL, EPOXY COATED | | | 0030 704-51002 53.900 m3 | 800.00000 43120.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 3050.00000 12200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51025 7.400 m | 400.00000 2960.00| | CONCRETE, C, RAILING | | | 0033 708-51813 3.000 m2 | 800.00000 2400.00| | PNEUMATICALLY PLACED MORTAR | | | 0034 709-51821 LUMP| 3800.00000 3800.00| | SURFACE SEAL | | | 0035 711-51038 LUMP| 40000.00000 40000.00| | STRUCTURAL STEEL | | | 0036 711-51864 120.000 EACH| 24.00000 2880.00| | DRILLED HOLE | | | 0037 711-51877 LUMP| 44000.00000 44000.00| | JACKING AND SUPPORTING BEAMS | | | 0038 715-05217 36.600 m | 70.00000 2562.00| | PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0039 715-05407 61.000 m | 30.00000 1830.00| | PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 441 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 587,083.35 ROUTE : SR 67 CALL ORDER : 441 CONTRACT ID : B -24697-A COUNTIES : DELAWARE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 720-45025 4.000 EACH| 1250.00000 5000.00| | INLET, D6 | | | 0041 722-51401 100.000 m2 | 150.00000 15000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 995.000 m2 | 50.00000 49750.00| | BRIDGE DECK OVERLAY | | | 0043 722-51846 12.800 m3 | 395.00000 5056.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 200.000 m2 | 100.00000 20000.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 726-92406 10.000 EACH| 1000.00000 10000.00| | BEARING ASSEMBLY, ELASTOMERIC , TYPE I | | | 0046 726-92406 10.000 EACH| 1100.00000 11000.00| | BEARING ASSEMBLY, ELASTOMERIC , TYPE II | | | 0047 726-92406 10.000 EACH| 1350.00000 13500.00| | BEARING ASSEMBLY, ELASTOMERIC , TYPE III| | | 0048 801-04308 3.000 EACH| 225.00000 675.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06605 9.000 EACH| 85.00000 765.00| | BARRICADE, IIIA | | | 0050 801-06625 19.000 EACH| 100.00000 1900.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 20.000 EACH| 75.00000 1500.00| | CONSTRUCTION SIGN, A | | | 0052 801-06645 8.000 EACH| 40.00000 320.00| | CONSTRUCTION SIGN, B | | | 0053 801-06710 28.000 DAY | 20.00000 560.00| | FLASHING ARROW SIGN | | | 0054 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0055 802-76035 0.630 m2 | 275.00000 173.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0056 803-76160 1.000 EACH| 1100.00000 1100.00| | BRIDGE BRACKET ASSEMBLY | | | 0057 808-06713 213.000 m | 1.00000 213.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 213.000 m | 1.00000 213.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 555,197.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 555,197.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,367.41 ROUTE : SR 32 CALL ORDER : 451 CONTRACT ID : B -25107-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1002002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 559,681.90 100.0000% 2 35-1374866 PRIMCO, INC. $ 597,217.11 106.7065% 3 35-1609544 SCHUTT-LOOKABILL CO $ 601,044.78 107.3904% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 652,914.73 116.6581% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 5.000 MOS | 1200.00000 6000.00| 1082.95000 5414.75| 1400.00000 7000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8820.00000 8820.00| 9203.99000 9203.99| 10384.00000 10384.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26000.00000 26000.00| 29860.86000 29860.86| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 525.00000 525.00| 5972.17000 5972.17| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 80.000 m | 15.75000 1260.00| 12.00000 960.00| 18.00000 1440.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 20260.00000 20260.00| 37270.00000 37270.00| 15506.00000 15506.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 252.000 m2 | 10.95000 2759.40| 6.45000 1625.40| 8.00000 2016.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 855.600 m3 | 13.40000 11465.04| 15.00000 12834.00| 9.00000 7700.40 EXCAVATION, COMMON | | | 0009 203-02070 797.000 m3 | 17.30000 13788.10| 24.00000 19128.00| 9.00000 7173.00 BORROW | | | 0010 205-02229 88.000 m | 11.70000 1029.60| 11.15000 981.20| 13.16000 1158.08 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 35.000 m | 109.80000 3843.00| 28.00000 980.00| 20.00000 700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 2.000 EACH| 42.00000 84.00| 40.00000 80.00| 47.00000 94.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,367.41 ROUTE : SR 32 CALL ORDER : 451 CONTRACT ID : B -25107-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 4.000 m3 | 25.00000 100.00| 50.00000 200.00| 75.00000 300.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 10.000 m3 | 120.00000 1200.00| 150.00000 1500.00| 150.00000 1500.00 FLOWABLE MORTAR | | | 0015 303-52308 3523.000 Mg | 15.20000 53549.60| 15.10000 53197.30| 17.11000 60278.53 COMPACTED AGGREGATE, O, 53 | | | 0016 303-52309 997.000 Mg | 18.90000 18843.30| 18.00000 17946.00| 22.42000 22352.74 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 402-05468 4.600 Mg | 63.00000 289.80| 60.00000 276.00| 70.80000 325.68 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1078.000 Mg | 47.05000 50719.90| 45.00000 48510.00| 53.10000 57241.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 489.300 Mg | 58.80000 28770.84| 56.00000 27400.80| 66.08000 32332.94 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 406.000 Mg | 44.60000 18107.60| 42.50000 17255.00| 50.15000 20360.90 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 1502.000 m2 | 3.65000 5482.30| 3.50000 5257.00| 4.13000 6203.26 SEAL COAT, 2 | | | 0022 405-05518 1502.000 m2 | 1.25000 1877.50| 1.20000 1802.40| 1.42000 2132.84 ASPHALT FOR PRIME COAT | | | 0023 406-05521 3692.000 m2 | 0.17000 627.64| 0.15000 553.80| 0.18000 664.56 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1260.00000 5040.00| 1200.00000 4800.00| 1416.00000 5664.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01701 1.000 EACH| 1785.00000 1785.00| 1700.00000 1700.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-02206 61.000 m | 29.40000 1793.40| 28.00000 1708.00| 33.00000 2013.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0027 601-94689 3.000 EACH| 3255.00000 9765.00| 3100.00000 9300.00| 3658.00000 10974.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 2200.00000 8800.00| 2100.00000 8400.00| 2478.00000 9912.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH| 2310.00000 2310.00| 2200.00000 2200.00| 2600.00000 2600.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 152.400 m | 34.50000 5257.80| 33.00000 5029.20| 39.00000 5943.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 10.000 EACH| 10.00000 100.00| 8.50000 85.00| 10.00000 100.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,367.41 ROUTE : SR 32 CALL ORDER : 451 CONTRACT ID : B -25107-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 610-06257 177.800 m2 | 52.00000 9245.60| 62.50000 11112.50| 65.00000 11557.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 615-06490 12.000 EACH| 136.50000 1638.00| 130.00000 1560.00| 153.00000 1836.00 RIGHT OF WAY MARKER | | | 0034 615-06500 2.000 EACH| 450.00000 900.00| 430.00000 860.00| 507.00000 1014.00 MONUMENT, A | | | 0035 616-02320 704.000 m2 | 1.95000 1372.80| 2.50000 1760.00| 2.00000 1408.00 GEOTEXTILES | | | 0036 616-06405 570.000 Mg | 24.40000 13908.00| 25.00000 14250.00| 22.00000 12540.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 785.00000 1570.00| 750.00000 1500.00| 885.00000 1770.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01743 91.000 kg | 1.15000 104.65| 1.10000 100.10| 1.30000 118.30 SEED MIXTURE, GRASS, 2 | | | 0039 621-01882 13.000 kg | 1.85000 24.05| 1.76000 22.88| 2.00000 26.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0040 621-06545 1.200 Mg | 790.00000 948.00| 755.00000 906.00| 890.90000 1069.08 FERTILIZER | | | 0041 621-06548 16.000 kg | 54.60000 873.60| 52.00000 832.00| 61.00000 976.00 SEED MIXTURE, CV | | | 0042 621-06553 105.000 kg | 7.96000 835.80| 7.58000 795.90| 8.95000 939.75 SEED MIXTURE, R | | | 0043 621-06565 5.800 Mg | 620.00000 3596.00| 594.00000 3445.20| 701.00000 4065.80 MULCHING MATERIAL | | | 0044 621-06567 16.300 kL | 1.05000 17.12| 1.00000 16.30| 1.18000 19.23 WATER | | | 0045 621-06574 20.000 m2 | 4.50000 90.00| 4.30000 86.00| 5.07000 101.40 SODDING | | | 0046 621-06575 905.000 m2 | 4.50000 4072.50| 4.30000 3891.50| 5.07000 4588.35 SODDING, NURSERY | | | 0047 622-98200 4.000 EACH| 28.35000 113.40| 27.00000 108.00| 30.00000 120.00 SIGN, DO NOT DISTURB | | | 0048 701-51195 204.000 m | 84.50000 17238.00| 95.00000 19380.00| 99.00000 20196.00 PILE, STEEL H, HP 310 X 79 | | | 0049 701-91792 24.000 EACH| 100.00000 2400.00| 90.00000 2160.00| 100.00000 2400.00 PILE TIP, STEEL H | | | 0050 701-97874 42.000 m | 170.00000 7140.00| 168.40000 7072.80| 247.50000 10395.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,367.41 ROUTE : SR 32 CALL ORDER : 451 CONTRACT ID : B -25107-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 703-51030 11003.000 kg | 1.10000 12103.30| 1.16000 12763.48| 1.03000 11333.09 REINFORCING STEEL | | | 0052 703-51032 10974.000 kg | 1.25000 13717.50| 1.31000 14375.94| 1.25000 13717.50 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 121.100 m3 | 455.00000 55100.50| 400.00000 48440.00| 572.31000 69306.74 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1000.00000 4000.00| 885.00000 3540.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 9.300 m3 | 455.00000 4231.50| 952.00000 8853.60| 500.00000 4650.00 CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 2175.00000 2175.00| 1138.84000 1138.84| 1907.00000 1907.00 SURFACE SEAL | | | 0057 713-51335 LUMP| 81615.00000 81615.00| 95000.00000 95000.00| 84307.00000 84307.00 TEMPORARY BRIDGE AND APPROACHES | | | 0058 715-02629 3.000 EACH| 867.00000 2601.00| 450.00000 1350.00| 370.00000 1110.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0059 715-05171 33.500 m | 100.00000 3350.00| 110.00000 3685.00| 62.94000 2108.49 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0060 715-46010 1.000 EACH| 390.00000 390.00| 200.00000 200.00| 201.00000 201.00 PIPE END SECTION, 450 mm | | | 0061 801-04308 2.000 EACH| 257.00000 514.00| 260.00000 520.00| 289.00000 578.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06203 3296.000 m | 0.24000 791.04| 0.73000 2406.08| 0.27000 889.92 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06605 10.000 EACH| 84.00000 840.00| 105.00000 1050.00| 95.00000 950.00 BARRICADE, IIIA | | | 0064 801-06640 16.000 EACH| 73.00000 1168.00| 95.00000 1520.00| 83.00000 1328.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 9.000 EACH| 36.00000 324.00| 40.00000 360.00| 41.00000 369.00 CONSTRUCTION SIGN, B | | | 0066 808-06712 94.000 m | 1.68000 157.92| 0.86000 80.84| 1.90000 178.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 748.000 m | 0.35000 261.80| 0.86000 643.28| 0.40000 299.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 559,681.90| $ 597,217.11| $ 601,044.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 559,681.90| $ 597,217.11| $ 601,044.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,367.41 ROUTE : SR 32 CALL ORDER : 451 CONTRACT ID : B -25107-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 5.000 MOS | 800.00000 4000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32645.00000 32645.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6525.00000 6525.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 80.000 m | 12.00000 960.00| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 36759.00000 36759.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 252.000 m2 | 10.00000 2520.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 855.600 m3 | 15.00000 12834.00| | EXCAVATION, COMMON | | | 0009 203-02070 797.000 m3 | 30.00000 23910.00| | BORROW | | | 0010 205-02229 88.000 m | 12.00000 1056.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 35.000 m | 40.00000 1400.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 2.000 EACH| 40.00000 80.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 211-02060 4.000 m3 | 60.00000 240.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 10.000 m3 | 125.00000 1250.00| | FLOWABLE MORTAR | | | 0015 303-52308 3523.000 Mg | 12.00000 42276.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 303-52309 997.000 Mg | 22.50000 22432.50| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 402-05468 4.600 Mg | 63.00000 289.80| | HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1078.000 Mg | 48.00000 51744.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,367.41 ROUTE : SR 32 CALL ORDER : 451 CONTRACT ID : B -25107-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 489.300 Mg | 60.00000 29358.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 406.000 Mg | 44.00000 17864.00| | HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 1502.000 m2 | 3.75000 5632.50| | SEAL COAT, 2 | | | 0022 405-05518 1502.000 m2 | 1.25000 1877.50| | ASPHALT FOR PRIME COAT | | | 0023 406-05521 3692.000 m2 | 0.15000 553.80| | ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1155.00000 4620.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01701 1.000 EACH| 1625.00000 1625.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-02206 61.000 m | 58.00000 3538.00| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0027 601-94689 3.000 EACH| 2800.00000 8400.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 2400.00000 9600.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH| 1800.00000 1800.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 152.400 m | 31.45000 4792.98| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 10.000 EACH| 8.00000 80.00| | BARRIER DELINEATOR | | | 0032 610-06257 177.800 m2 | 54.00000 9601.20| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 615-06490 12.000 EACH| 114.00000 1368.00| | RIGHT OF WAY MARKER | | | 0034 615-06500 2.000 EACH| 415.00000 830.00| | MONUMENT, A | | | 0035 616-02320 704.000 m2 | 2.50000 1760.00| | GEOTEXTILES | | | 0036 616-06405 570.000 Mg | 25.00000 14250.00| | RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 750.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 451 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,367.41 ROUTE : SR 32 CALL ORDER : 451 CONTRACT ID : B -25107-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01743 91.000 kg | 1.20000 109.20| | SEED MIXTURE, GRASS, 2 | | | 0039 621-01882 13.000 kg | 2.00000 26.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0040 621-06545 1.200 Mg | 800.00000 960.00| | FERTILIZER | | | 0041 621-06548 16.000 kg | 55.00000 880.00| | SEED MIXTURE, CV | | | 0042 621-06553 105.000 kg | 8.00000 840.00| | SEED MIXTURE, R | | | 0043 621-06565 5.800 Mg | 600.00000 3480.00| | MULCHING MATERIAL | | | 0044 621-06567 16.300 kL | 1.25000 20.38| | WATER | | | 0045 621-06574 20.000 m2 | 6.00000 120.00| | SODDING | | | 0046 621-06575 905.000 m2 | 6.00000 5430.00| | SODDING, NURSERY | | | 0047 622-98200 4.000 EACH| 30.00000 120.00| | SIGN, DO NOT DISTURB | | | 0048 701-51195 204.000 m | 115.00000 23460.00| | PILE, STEEL H, HP 310 X 79 | | | 0049 701-91792 24.000 EACH| 100.00000 2400.00| | PILE TIP, STEEL H | | | 0050 701-97874 42.000 m | 550.00000 23100.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0051 703-51030 11003.000 kg | 1.10000 12103.30| | REINFORCING STEEL | | | 0052 703-51032 10974.000 kg | 1.25000 13717.50| | REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 121.100 m3 | 600.00000 72660.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 9.300 m3 | 480.00000 4464.00| | CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL | | | 0057 713-51335 LUMP| 101990.82750 101990.83| | TEMPORARY BRIDGE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 451 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 646,367.41 ROUTE : SR 32 CALL ORDER : 451 CONTRACT ID : B -25107-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-02629 3.000 EACH| 650.00000 1950.00| | SAFETY METAL END SECTION, 6:1, 450 mm | | | 0059 715-05171 33.500 m | 100.00000 3350.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0060 715-46010 1.000 EACH| 275.00000 275.00| | PIPE END SECTION, 450 mm | | | 0061 801-04308 2.000 EACH| 250.00000 500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06203 3296.000 m | 0.25000 824.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06605 10.000 EACH| 100.00000 1000.00| | BARRICADE, IIIA | | | 0064 801-06640 16.000 EACH| 85.00000 1360.00| | CONSTRUCTION SIGN, A | | | 0065 801-06645 9.000 EACH| 45.00000 405.00| | CONSTRUCTION SIGN, B | | | 0066 808-06712 94.000 m | 1.60000 150.40| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 748.000 m | 0.33000 246.84| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 652,914.73| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 652,914.73| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2201046 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION CO $ 1,534,493.47 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,689,506.61 110.1019% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,719,575.52 112.0614% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,752,222.07 114.1889% 5 36-2231526 WALSH CONSTR CO OF ILL $ 1,770,929.00 115.4080% 6 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,874,058.30 122.1287% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1212938 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 10.000 MOS | 2000.00000 20000.00| 850.00000 8500.00| 1800.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 34300.00000 34300.00| 20000.00000 20000.00| 17600.00000 17600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 87000.00000 87000.00| 85000.00000 85000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 9000.00000 9000.00| 9000.00000 9000.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 100.00000 200.00| 160.00000 320.00| 150.00000 300.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02240 3168.000 m2 | 9.15000 28987.20| 11.00000 34848.00| 10.00000 31680.00 PAVEMENT, REMOVE | | | 0007 202-02241 40.000 m | 20.00000 800.00| 12.50000 500.00| 10.00000 400.00 GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH| 106700.00000 106700.00| 156000.00000 156000.00| 265807.88000 265807.88 PRESENT STRUCTURE, REMOVE | | | 0009 202-04089 2.000 EACH| 50.00000 100.00| 60.00000 120.00| 100.00000 200.00 SHEET SIGN, REMOVE | | | 0010 202-05545 200.000 m3 | 26.60000 5320.00| 52.00000 10400.00| 40.00000 8000.00 REGULATED MATERIALS, DISPOSE, C | | | 0011 202-05550 200.000 m3 | 19.80000 3960.00| 22.00000 4400.00| 15.00000 3000.00 REGULATED MATERIALS, REMOVE, C | | | 0012 202-05555 200.000 m3 | 26.60000 5320.00| 22.00000 4400.00| 20.00000 4000.00 REGULATED MATERIALS, TRANSPORT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1212938 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-05571 1.000 EACH| 1800.00000 1800.00| 750.00000 750.00| 1500.00000 1500.00 TESTING FOR WASTES | | | 0014 202-60820 5742.000 m2 | 1.70000 9761.40| 2.90000 16651.80| 4.00000 22968.00 SURFACE MILLING, ASPHALT | | | 0015 203-02000 935.000 m3 | 15.45000 14445.75| 19.50000 18232.50| 15.00000 14025.00 EXCAVATION, COMMON | | | 0016 203-02020 65.400 m3 | 30.35000 1984.89| 30.00000 1962.00| 35.00000 2289.00 EXCAVATION, UNCLASSIFIED | | | 0017 205-02224 430.000 m | 6.30000 2709.00| 6.00000 2580.00| 6.28000 2700.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02229 63.000 m | 10.75000 677.25| 9.50000 598.50| 10.72000 675.36 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02237 1.000 EACH| 35.00000 35.00| 135.00000 135.00| 35.00000 35.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 211-02060 0.500 m3 | 400.00000 200.00| 270.00000 135.00| 130.00000 65.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 211-06467 50.000 m3 | 46.00000 2300.00| 100.00000 5000.00| 45.00000 2250.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 402-05468 802.500 Mg | 31.00000 24877.50| 33.00000 26482.50| 34.00000 27285.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 1999.030 Mg | 34.00000 67967.02| 36.00000 71965.08| 36.00000 71965.08 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 825.240 Mg | 40.00000 33009.60| 42.00000 34660.08| 50.00000 41262.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 404-05511 1795.000 m2 | 3.80000 6821.00| 4.00000 7180.00| 8.00000 14360.00 SEAL COAT, 2 | | | 0026 405-05518 5515.000 m2 | 0.40000 2206.00| 0.50000 2757.50| 0.50000 2757.50 ASPHALT FOR PRIME COAT | | | 0027 406-05521 11746.000 m2 | 0.30000 3523.80| 0.35000 4111.10| 0.25000 2936.50 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH| 1300.00000 5200.00| 1450.00000 5800.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01700 1.000 EACH| 1800.00000 1800.00| 1950.00000 1950.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-04746 1.000 EACH| 9000.00000 9000.00| 9800.00000 9800.00| 9000.00000 9000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0031 601-94689 3.000 EACH| 3300.00000 9900.00| 3600.00000 10800.00| 3300.00000 9900.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1212938 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-97774 1.000 EACH| 2200.00000 2200.00| 2400.00000 2400.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 71.000 m | 45.00000 3195.00| 47.00000 3337.00| 45.00000 3195.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06639 210.000 m | 55.50000 11655.00| 105.00000 22050.00| 60.00000 12600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 560.000 m | 50.00000 28000.00| 85.00000 47600.00| 60.00000 33600.00 TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 10.000 EACH| 4.00000 40.00| 8.30000 83.00| 8.00000 80.00 BARRIER DELINEATOR | | | 0037 610-06257 340.000 m2 | 50.40000 17136.00| 51.00000 17340.00| 50.00000 17000.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0038 610-06460 3078.500 Mg | 12.65000 38943.03| 14.00000 43099.00| 17.00000 52334.50 COMPACTED AGGREGATE, O | | | 0039 615-06490 2.000 EACH| 200.00000 400.00| 225.00000 450.00| 200.00000 400.00 RIGHT OF WAY MARKER | | | 0040 615-06505 5.000 EACH| 500.00000 2500.00| 550.00000 2750.00| 150.00000 750.00 MONUMENT, B | | | 0041 615-06530 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| 600.00000 1200.00 POST, BENCHMARK | | | 0042 616-02320 332.000 m2 | 2.50000 830.00| 5.20000 1726.40| 3.00000 996.00 GEOTEXTILES | | | 0043 616-06405 207.200 Mg | 26.60000 5511.52| 31.00000 6423.20| 25.00000 5180.00 RIPRAP, REVETMENT | | | 0044 621-01004 3.000 EACH| 850.00000 2550.00| 900.00000 2700.00| 850.00000 2550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06560 2585.000 m2 | 0.63000 1628.55| 0.75000 1938.75| 0.63000 1628.55 MULCHED SEEDING, U | | | 0046 621-06567 6.700 kL | 0.53000 3.55| 0.65000 4.36| 0.53000 3.55 WATER | | | 0047 621-06574 373.000 m2 | 8.35000 3114.55| 9.00000 3357.00| 8.35000 3114.55 SODDING | | | 0048 701-06011 1.000 EACH| 8600.00000 8600.00| 5500.00000 5500.00| 1500.00000 1500.00 DYNAMIC PILE LOAD TEST | | | 0049 701-51161 412.000 m | 135.00000 55620.00| 215.00000 88580.00| 115.00000 47380.00 PILE, STEEL SHELL, 5.16 mm, 406 mm , | | | EPOXY COATED | | | 0052 703-51030 9533.600 kg | 1.15000 10963.64| 1.50000 14300.40| 1.50000 14300.40 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1212938 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 703-51032 65079.900 kg | 1.40000 91111.86| 1.65000 107381.84| 1.60000 104127.84 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 406.000 EACH| 14.00000 5684.00| 13.50000 5481.00| 13.00000 5278.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 706-05732 4.000 EACH| 1155.00000 4620.00| 1500.00000 6000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 33.000 m3 | 447.00000 14751.00| 530.00000 17490.00| 550.00000 18150.00 CONCRETE, C, RAILING | | | 0057 707-05978 652.000 m2 | 340.00000 221680.00| 340.00000 221680.00| 350.00000 228200.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0058 709-51821 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| 7520.00000 7520.00 SURFACE SEAL | | | 0059 715-05149 3.500 m | 110.00000 385.00| 205.00000 717.50| 150.00000 525.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05407 45.000 m | 21.00000 945.00| 37.00000 1665.00| 9.00000 405.00 PIPE, END BENT DRAIN, 150 mm | | | 0061 715-46000 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 375.00000 375.00 PIPE END SECTION, 300 mm | | | 0062 720-44030 1.000 EACH| 520.00000 520.00| 675.00000 675.00| 500.00000 500.00 CASTING, 5, FURNISH AND ADJUST TO GRADE | | | , FRAME AND GRATE | | | 0063 720-90017 1.000 EACH| 920.00000 920.00| 970.00000 970.00| 1700.00000 1700.00 INLET, J | | | 0064 801-04308 2.000 EACH| 150.00000 300.00| 170.00000 340.00| 149.00000 298.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 1380.000 m | 0.56000 772.80| 0.65000 897.00| 0.56000 772.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0068 801-06606 14.000 EACH| 125.00000 1750.00| 135.00000 1890.00| 124.00000 1736.00 BARRICADE, IIIB | | | 0069 801-06640 17.000 EACH| 112.00000 1904.00| 125.00000 2125.00| 112.00000 1904.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 4.000 EACH| 59.00000 236.00| 62.00000 248.00| 59.00000 236.00 CONSTRUCTION SIGN, B | | | 0071 801-06710 300.000 DAY | 13.00000 3900.00| 14.00000 4200.00| 13.00000 3900.00 FLASHING ARROW SIGN | | | 0072 801-06775 LUMP| 12570.00000 12570.00| 35000.00000 35000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0073 801-97643 480.000 m | 9.00000 4320.00| 10.00000 4800.00| 8.95000 4296.00 TEMPORARY BUZZ STRIPS | | | 0074 805-01842 2.000 EACH| 550.00000 1100.00| 610.00000 1220.00| 550.00000 1100.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1212938 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 805-01844 200.000 m | 32.80000 6560.00| 34.00000 6800.00| 32.80000 6560.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0076 805-78470 80.000 m | 0.82000 65.60| 0.95000 76.00| 0.82000 65.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78480 23.000 m | 2.00000 46.00| 2.10000 48.30| 1.97000 45.31 SIGNAL CABLE, 3C 14GA. | | | 0078 805-78510 298.000 m | 2.00000 596.00| 2.10000 625.80| 1.97000 587.06 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0079 805-78785 1.000 EACH| 400.00000 400.00| 450.00000 450.00| 400.00000 400.00 SIGNAL DETECTOR HOUSING | | | 0080 805-78795 22.000 m | 32.80000 721.60| 35.00000 770.00| 32.80000 721.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0081 805-95466 2.000 EACH| 2750.00000 5500.00| 3100.00000 6200.00| 2750.00000 5500.00 FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | | 150mm I BEAM AND FOUNDATION | | | 0082 808-06711 315.000 m | 0.32000 100.80| 0.35000 110.25| 0.32000 100.80 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0083 808-06713 1256.000 m | 0.32000 401.92| 0.35000 439.60| 0.32000 401.92 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-06714 5702.000 m | 0.32000 1824.64| 0.35000 1995.70| 0.32000 1824.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0085 808-06716 1600.000 m | 1.50000 2400.00| 1.70000 2720.00| 1.47000 2352.00 LINE, REMOVE | | | 0086 808-74805 13.200 m | 70.00000 924.00| 76.00000 1003.20| 15.00000 198.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0087 808-75998 288.000 EACH| 22.00000 6336.00| 24.00000 6912.00| 22.00000 6336.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 202-01261 1.000 EACH| 200.00000 200.00| 825.00000 825.00| 500.00000 500.00 TESTING FOR ASBESTOS | | | 0089 501-04771 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 500.00000 500.00 CORING CONCRETE PAVEMENT | | | 0090 701-51161 1328.400 m | 114.00000 151437.60| 140.00000 185976.00| 105.00000 139482.00 PILE, STEEL SHELL, 5.16 mm, 406 mm | | | 0091 801-06207 1945.000 m | 2.60000 5057.00| 2.95000 5737.75| 2.62000 5095.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0092 801-06469 4305.000 m | 2.60000 11193.00| 2.95000 12699.75| 2.62000 11279.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1212938 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 801-06586 1815.000 m | 0.56000 1016.40| 0.65000 1179.75| 0.56000 1016.40 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0094 808-75996 264.000 EACH| 5.25000 1386.00| 16.00000 4224.00| 5.27000 1391.28 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0095 202-03135 42.000 m2 | 180.00000 7560.00| 69.00000 2898.00| 100.00000 4200.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0096 704-51002 374.800 m3 | 500.00000 187400.00| 440.00000 164912.00| 575.00000 215510.00 CONCRETE, C, SUPERSTRUCTURE | | | 0097 702-51005 55.300 m3 | 1170.00000 64701.00| 650.00000 35945.00| 700.00000 38710.00 CONCRETE, A, SUBSTRUCTURE | | | SECTION TOTALS | $ 1,534,493.47| $ 1,689,506.61| $ 1,719,575.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,534,493.47| $ 1,689,506.61| $ 1,719,575.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 |(6) 35-1582109 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |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 105-01925 10.000 MOS | 1250.00000 12500.00| 1625.00000 16250.00| 2000.00000 20000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 63000.00000 63000.00| 61001.24000 61001.24| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 77000.00000 77000.00| 90000.00000 90000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 36000.00000 36000.00| 32500.00000 32500.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 500.00000 1000.00| 1000.00000 2000.00| 50.00000 100.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02240 3168.000 m2 | 12.00000 38016.00| 0.01000 31.68| 25.00000 79200.00 PAVEMENT, REMOVE | | | 0007 202-02241 40.000 m | 20.00000 800.00| 25.00000 1000.00| 30.00000 1200.00 GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH| 173807.00000 173807.00| 123784.58000 123784.58| 200000.00000 200000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-04089 2.000 EACH| 50.00000 100.00| 300.00000 600.00| 50.00000 100.00 SHEET SIGN, REMOVE | | | 0010 202-05545 200.000 m3 | 20.00000 4000.00| 40.00000 8000.00| 75.00000 15000.00 REGULATED MATERIALS, DISPOSE, C | | | 0011 202-05550 200.000 m3 | 10.00000 2000.00| 29.00000 5800.00| 25.00000 5000.00 REGULATED MATERIALS, REMOVE, C | | | 0012 202-05555 200.000 m3 | 15.00000 3000.00| 29.00000 5800.00| 5.00000 1000.00 REGULATED MATERIALS, TRANSPORT, C | | | 0013 202-05571 1.000 EACH| 2000.00000 2000.00| 1850.00000 1850.00| 5000.00000 5000.00 TESTING FOR WASTES | | | 0014 202-60820 5742.000 m2 | 1.65000 9474.30| 3.00000 17226.00| 2.50000 14355.00 SURFACE MILLING, ASPHALT | | | 0015 203-02000 935.000 m3 | 22.00000 20570.00| 35.00000 32725.00| 30.00000 28050.00 EXCAVATION, COMMON | | | 0016 203-02020 65.400 m3 | 125.00000 8175.00| 65.00000 4251.00| 45.00000 2943.00 EXCAVATION, UNCLASSIFIED | | | 0017 205-02224 430.000 m | 6.28000 2700.40| 6.28000 2700.40| 6.28000 2700.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02229 63.000 m | 10.72000 675.36| 10.72000 675.36| 10.72000 675.36 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 |(6) 35-1582109 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02237 1.000 EACH| 35.00000 35.00| 35.00000 35.00| 35.00000 35.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 211-02060 0.500 m3 | 200.00000 100.00| 900.00000 450.00| 500.00000 250.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 211-06467 50.000 m3 | 55.00000 2750.00| 42.00000 2100.00| 50.00000 2500.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 402-05468 802.500 Mg | 33.50000 26883.75| 34.00000 27285.00| 31.00000 24877.50 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 1999.030 Mg | 32.90000 65768.09| 33.00000 65967.99| 34.00000 67967.02 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 825.240 Mg | 42.00000 34660.08| 45.00000 37135.80| 40.00000 33009.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 404-05511 1795.000 m2 | 2.50000 4487.50| 2.50000 4487.50| 3.80000 6821.00 SEAL COAT, 2 | | | 0026 405-05518 5515.000 m2 | 0.60000 3309.00| 0.60000 3309.00| 0.40000 2206.00 ASPHALT FOR PRIME COAT | | | 0027 406-05521 11746.000 m2 | 0.30000 3523.80| 0.30000 3523.80| 0.30000 3523.80 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01700 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-04746 1.000 EACH| 9000.00000 9000.00| 9000.00000 9000.00| 9000.00000 9000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0031 601-94689 3.000 EACH| 3300.00000 9900.00| 3300.00000 9900.00| 3300.00000 9900.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 71.000 m | 45.00000 3195.00| 45.00000 3195.00| 45.00000 3195.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06639 210.000 m | 65.00000 13650.00| 120.00000 25200.00| 75.00000 15750.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 560.000 m | 60.00000 33600.00| 75.00000 42000.00| 60.00000 33600.00 TEMPORARY CONCRETE BARRIER | | | 0036 602-06729 10.000 EACH| 3.95000 39.50| 6.00000 60.00| 15.00000 150.00 BARRIER DELINEATOR | | | 0037 610-06257 340.000 m2 | 50.00000 17000.00| 50.79000 17268.60| 65.00000 22100.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 |(6) 35-1582109 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 610-06460 3078.500 Mg | 15.00000 46177.50| 10.95000 33709.58| 15.00000 46177.50 COMPACTED AGGREGATE, O | | | 0039 615-06490 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 200.00000 400.00 RIGHT OF WAY MARKER | | | 0040 615-06505 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| 500.00000 2500.00 MONUMENT, B | | | 0041 615-06530 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 POST, BENCHMARK | | | 0042 616-02320 332.000 m2 | 4.00000 1328.00| 7.15000 2373.80| 5.00000 1660.00 GEOTEXTILES | | | 0043 616-06405 207.200 Mg | 41.00000 8495.20| 30.00000 6216.00| 35.00000 7252.00 RIPRAP, REVETMENT | | | 0044 621-01004 3.000 EACH| 850.00000 2550.00| 850.00000 2550.00| 850.00000 2550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06560 2585.000 m2 | 0.63000 1628.55| 0.63000 1628.55| 0.63000 1628.55 MULCHED SEEDING, U | | | 0046 621-06567 6.700 kL | 0.53000 3.55| 0.53000 3.55| 0.53000 3.55 WATER | | | 0047 621-06574 373.000 m2 | 8.35000 3114.55| 8.35000 3114.55| 8.35000 3114.55 SODDING | | | 0048 701-06011 1.000 EACH| 4000.00000 4000.00| 12000.00000 12000.00| 15000.00000 15000.00 DYNAMIC PILE LOAD TEST | | | 0049 701-51161 412.000 m | 140.00000 57680.00| 193.52000 79730.24| 135.00000 55620.00 PILE, STEEL SHELL, 5.16 mm, 406 mm , | | | EPOXY COATED | | | 0052 703-51030 9533.600 kg | 1.52000 14491.07| 1.22000 11630.99| 1.70000 16207.12 REINFORCING STEEL | | | 0053 703-51032 65079.900 kg | 1.56000 101524.64| 1.09000 70937.09| 1.85000 120397.82 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 406.000 EACH| 15.00000 6090.00| 20.33000 8253.98| 15.00000 6090.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 706-05732 4.000 EACH| 1266.00000 5064.00| 1000.00000 4000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 33.000 m3 | 600.00000 19800.00| 435.00000 14355.00| 600.00000 19800.00 CONCRETE, C, RAILING | | | 0057 707-05978 652.000 m2 | 410.00000 267320.00| 450.00000 293400.00| 375.00000 244500.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0058 709-51821 LUMP| 6860.00000 6860.00| 7000.00000 7000.00| 8400.00000 8400.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 |(6) 35-1582109 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05149 3.500 m | 185.00000 647.50| 264.72000 926.52| 200.00000 700.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05407 45.000 m | 35.00000 1575.00| 12.95000 582.75| 15.00000 675.00 PIPE, END BENT DRAIN, 150 mm | | | 0061 715-46000 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 250.00000 250.00 PIPE END SECTION, 300 mm | | | 0062 720-44030 1.000 EACH| 900.00000 900.00| 700.00000 700.00| 650.00000 650.00 CASTING, 5, FURNISH AND ADJUST TO GRADE | | | , FRAME AND GRATE | | | 0063 720-90017 1.000 EACH| 1750.00000 1750.00| 1500.00000 1500.00| 2500.00000 2500.00 INLET, J | | | 0064 801-04308 2.000 EACH| 149.00000 298.00| 750.00000 1500.00| 149.00000 298.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 1380.000 m | 0.56000 772.80| 0.60000 828.00| 0.56000 772.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0068 801-06606 14.000 EACH| 124.00000 1736.00| 200.00000 2800.00| 124.00000 1736.00 BARRICADE, IIIB | | | 0069 801-06640 17.000 EACH| 112.00000 1904.00| 150.00000 2550.00| 112.00000 1904.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 4.000 EACH| 59.00000 236.00| 75.00000 300.00| 59.00000 236.00 CONSTRUCTION SIGN, B | | | 0071 801-06710 300.000 DAY | 13.00000 3900.00| 15.00000 4500.00| 13.00000 3900.00 FLASHING ARROW SIGN | | | 0072 801-06775 LUMP| 10570.00000 10570.00| 59366.93000 59366.93| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0073 801-97643 480.000 m | 8.95000 4296.00| 14.25000 6840.00| 8.95000 4296.00 TEMPORARY BUZZ STRIPS | | | 0074 805-01842 2.000 EACH| 550.00000 1100.00| 399.87000 799.74| 550.00000 1100.00 HANDHOLE, SIGNAL | | | 0075 805-01844 200.000 m | 32.80000 6560.00| 8.38000 1676.00| 32.80000 6560.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0076 805-78470 80.000 m | 0.82000 65.60| 2.08000 166.40| 0.82000 65.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78480 23.000 m | 1.97000 45.31| 2.95000 67.85| 1.97000 45.31 SIGNAL CABLE, 3C 14GA. | | | 0078 805-78510 298.000 m | 1.97000 587.06| 3.17000 944.66| 1.97000 587.06 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0079 805-78785 1.000 EACH| 400.00000 400.00| 130.00000 130.00| 400.00000 400.00 SIGNAL DETECTOR HOUSING | | | 0080 805-78795 22.000 m | 32.80000 721.60| 6.18000 135.96| 32.80000 721.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 461 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,059,954.13 ROUTE : US 12 CALL ORDER : 461 CONTRACT ID : B -25225-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 36-2231526 |(6) 35-1582109 |SUPERIOR CONSTRUCTION CO |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 805-95466 2.000 EACH| 2750.00000 5500.00| 577.30000 1154.60| 2750.00000 5500.00 FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | | 150mm I BEAM AND FOUNDATION | | | 0082 808-06711 315.000 m | 0.32000 100.80| 0.27000 85.05| 0.32000 100.80 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0083 808-06713 1256.000 m | 0.32000 401.92| 0.27000 339.12| 0.32000 401.92 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-06714 5702.000 m | 0.32000 1824.64| 0.27000 1539.54| 0.32000 1824.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0085 808-06716 1600.000 m | 1.47000 2352.00| 1.15000 1840.00| 1.47000 2352.00 LINE, REMOVE | | | 0086 808-74805 13.200 m | 70.00000 924.00| 70.00000 924.00| 7.00000 92.40 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0087 808-75998 288.000 EACH| 22.00000 6336.00| 24.50000 7056.00| 22.00000 6336.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 202-01261 1.000 EACH| 1000.00000 1000.00| 15.00000 15.00| 500.00000 500.00 TESTING FOR ASBESTOS | | | 0089 501-04771 LUMP| 1000.00000 1000.00| 302.91000 302.91| 800.00000 800.00 CORING CONCRETE PAVEMENT | | | 0090 701-51161 1328.400 m | 110.00000 146124.00| 75.32000 100055.09| 100.00000 132840.00 PILE, STEEL SHELL, 5.16 mm, 406 mm | | | 0091 801-06207 1945.000 m | 2.62000 5095.90| 2.60000 5057.00| 2.62000 5095.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0092 801-06469 4305.000 m | 2.62000 11279.10| 3.20000 13776.00| 2.62000 11279.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0093 801-06586 1815.000 m | 0.56000 1016.40| 3.20000 5808.00| 0.56000 1016.40 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0094 808-75996 264.000 EACH| 5.40000 1425.60| 5.40000 1425.60| 10.00000 2640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0095 202-03135 42.000 m2 | 75.00000 3150.00| 150.00000 6300.00| 156.00000 6552.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0096 704-51002 374.800 m3 | 600.00000 224880.00| 675.00000 252990.00| 650.00000 243620.00 CONCRETE, C, SUPERSTRUCTURE | | | 0097 702-51005 55.300 m3 | 1000.00000 55300.00| 1100.00000 60830.00| 1000.00000 55300.00 CONCRETE, A, SUBSTRUCTURE | | | SECTION TOTALS | $ 1,752,222.07| $ 1,770,929.00| $ 1,874,058.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,752,222.07| $ 1,770,929.00| $ 1,874,058.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/20/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4237009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 702,962.31 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 729,129.56 103.7224% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 777,079.12 110.5434% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 848,929.55 120.7645% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1500.00000 7500.00| 750.00000 3750.00| 1400.00000 7000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 5500.00000 5500.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 36000.00000 36000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 9000.00000 9000.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 99.000 m2 | 23.84000 2360.16| 19.00000 1881.00| 30.00000 2970.00 PAVEMENT, REMOVE | | | 0007 202-02277 806.000 m | 13.00000 10478.00| 14.00000 11284.00| 12.00000 9672.00 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 70000.00000 70000.00| 90000.00000 90000.00| 69000.00000 69000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 11.500 m2 | 24.35000 280.03| 115.00000 1322.50| 120.00000 1380.00 SLOPEWALL, REMOVE | | | 0010 202-60820 201.600 m2 | 30.00000 6048.00| 9.50000 1915.20| 10.15000 2046.24 SURFACE MILLING, ASPHALT | | | 0011 202-91385 12.000 EACH| 325.00000 3900.00| 165.00000 1980.00| 1100.00000 13200.00 INLET, REMOVE | | | 0012 202-93741 4.000 EACH| 150.00000 600.00| 250.00000 1000.00| 400.00000 1600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 1713.900 m3 | 7.85000 13454.12| 17.00000 29136.30| 13.00000 22280.70 EXCAVATION, COMMON | | | 0014 203-02070 165.000 m3 | 19.64000 3240.60| 14.00000 2310.00| 19.00000 3135.00 BORROW | | | 0015 203-02080 0.700 km | 25000.00000 17500.00| 9000.00000 6300.00| 21000.00000 14700.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-02224 1130.000 m | 6.50000 7345.00| 5.50000 6215.00| 5.00000 5650.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 64.000 m | 12.00000 768.00| 16.00000 1024.00| 5.00000 320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02237 18.000 EACH| 60.00000 1080.00| 115.00000 2070.00| 75.00000 1350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 207-02045 64.800 m3 | 13.12000 850.18| 7.25000 469.80| 20.00000 1296.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0020 211-02050 18.300 m3 | 39.00000 713.70| 55.00000 1006.50| 45.00000 823.50 B BORROW | | | 0021 303-52308 2429.200 Mg | 15.40000 37409.68| 16.00000 38867.20| 24.00000 58300.80 COMPACTED AGGREGATE, O, 53 | | | 0022 402-05468 903.400 Mg | 60.00000 54204.00| 41.00000 37039.40| 65.00000 58721.00 HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 341.400 Mg | 52.00000 17752.80| 47.00000 16045.80| 67.00000 22873.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 195.200 Mg | 72.50000 14152.00| 68.00000 13273.60| 70.50000 13761.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 119.000 Mg | 61.00000 7259.00| 56.00000 6664.00| 144.00000 17136.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 661.700 m2 | 5.88000 3890.80| 5.80000 3837.86| 8.15000 5392.86 SEAL COAT, 2 | | | 0027 405-05517 2.800 Mg | 575.00000 1610.00| 535.00000 1498.00| 390.00000 1092.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 1.500 Mg | 1300.00000 1950.00| 1250.00000 1875.00| 285.00000 427.50 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1450.00000 5800.00| 1300.00000 5200.00| 1525.00000 6100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06035 692.000 m | 25.50000 17646.00| 19.00000 13148.00| 22.00000 15224.00 GUARDRAIL, RESET | | | 0031 601-94689 4.000 EACH| 2900.00000 11600.00| 3450.00000 13800.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH| 1850.00000 1850.00| 2100.00000 2100.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 602-06729 6.000 EACH| 20.00000 120.00| 8.00000 48.00| 15.00000 90.00 BARRIER DELINEATOR | | | 0034 605-05523 806.000 m | 16.00000 12896.00| 16.00000 12896.00| 17.00000 13702.00 CURB, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 610-06257 134.200 m2 | 55.19000 7406.50| 53.00000 7112.60| 52.00000 6978.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 616-02320 133.000 m2 | 7.17000 953.61| 5.80000 771.40| 5.00000 665.00 GEOTEXTILES | | | 0037 616-06405 88.700 Mg | 30.94000 2744.38| 29.00000 2572.30| 28.00000 2483.60 RIPRAP, REVETMENT | | | 0038 616-51367 15.500 m2 | 147.10000 2280.05| 115.00000 1782.50| 70.00000 1085.00 SLOPEWALL, CONCRETE, 100 mm | | | 0039 619-04414 4.000 EACH| 150.00000 600.00| 245.00000 980.00| 175.00000 700.00 DRAIN EXTENSION | | | 0040 619-51861 LUMP| 2500.00000 2500.00| 3300.00000 3300.00| 2800.00000 2800.00 BEARING ASSEMBLIES, PAINT | | | 0041 621-01004 1.000 EACH| 700.00000 700.00| 585.00000 585.00| 850.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 1562.000 m2 | 1.02000 1593.24| 1.00000 1562.00| 1.30000 2030.60 MULCHED SEEDING, R | | | 0043 621-06567 5.000 kL | 1.10000 5.50| 1.10000 5.50| 10.00000 50.00 WATER | | | 0044 702-51110 584.400 kg | 6.61000 3862.88| 2.75000 1607.10| 7.80000 4558.32 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0045 702-51863 188.000 EACH| 8.00000 1504.00| 13.00000 2444.00| 9.00000 1692.00 FIELD DRILLED HOLE IN CONCRETE | | | 0046 702-90915 2.200 m3 | 1272.00000 2798.40| 1200.00000 2640.00| 3400.00000 7480.00 CONCRETE, A , PEDESTALS | | | 0047 703-06029 28158.000 kg | 1.25000 35197.50| 1.45000 40829.10| 1.30000 36605.40 REINFORCING BARS, EPOXY COATED | | | 0048 704-51002 140.800 m3 | 588.07000 82800.26| 475.00000 66880.00| 462.00000 65049.60 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| 1350.00000 5400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 28.900 m3 | 588.00000 16993.20| 310.00000 8959.00| 520.00000 15028.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 5000.00000 5000.00 SURFACE SEAL | | | 0052 709-99046 LUMP| 500.00000 500.00| 325.00000 325.00| 500.00000 500.00 SURFACE SEAL, RAILING TRANSITION | | | 0053 711-01772 42.000 EACH| 910.00000 38220.00| 1600.00000 67200.00| 235.00000 9870.00 RETROFIT, 1 | | | 0054 711-51035 220.000 kg | 20.00000 4400.00| 18.00000 3960.00| 7.50000 1650.00 STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 711-51877 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 26000.00000 26000.00 JACKING AND SUPPORTING BEAMS | | | 0056 715-01354 84.000 m | 32.86000 2760.24| 38.00000 3192.00| 72.00000 6048.00 CLEAN EXISTING PIPE | | | 0057 715-05149 80.000 m | 40.00000 3200.00| 140.00000 11200.00| 47.00000 3760.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05756 12.000 m | 40.00000 480.00| 200.00000 2400.00| 60.00000 720.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0059 715-46000 4.000 EACH| 200.00000 800.00| 215.00000 860.00| 195.00000 780.00 PIPE END SECTION, 300 mm | | | 0060 720-45025 4.000 EACH| 1000.00000 4000.00| 970.00000 3880.00| 1875.00000 7500.00 INLET, D6 | | | 0061 720-92557 12.000 EACH| 1000.00000 12000.00| 1050.00000 12600.00| 2200.00000 26400.00 INLET, M13 | | | 0062 724-51925 21.500 m | 375.00000 8062.50| 290.00000 6235.00| 540.00000 11610.00 STRUCTURAL EXPANSION JOINT, SS | | | 0063 726-99095 14.000 EACH| 550.00000 7700.00| 600.00000 8400.00| 410.00000 5740.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0064 729-51875 2.000 m2 | 84.00000 168.00| 350.00000 700.00| 54.00000 108.00 CONCRETE, A, PATCHING | | | 0065 801-03290 2.000 EACH| 100.00000 200.00| 90.00000 180.00| 83.00000 166.00 CONSTRUCTION SIGN, C | | | 0066 801-06207 4482.000 m | 3.30000 14790.60| 3.25000 14566.50| 3.25000 14566.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06606 20.000 EACH| 200.00000 4000.00| 105.00000 2100.00| 112.00000 2240.00 BARRICADE, IIIB | | | 0068 801-06625 61.000 EACH| 100.00000 6100.00| 95.00000 5795.00| 92.00000 5612.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 48.000 EACH| 100.00000 4800.00| 95.00000 4560.00| 92.00000 4416.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 6.000 EACH| 60.00000 360.00| 32.00000 192.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0071 801-06710 60.000 DAY | 18.00000 1080.00| 15.50000 930.00| 20.00000 1200.00 FLASHING ARROW SIGN | | | 0072 801-06775 LUMP| 12000.00000 12000.00| 23000.00000 23000.00| 38000.00000 38000.00 MAINTAINING TRAFFIC | | | 0073 808-06701 570.000 m | 1.23000 701.10| 1.20000 684.00| 1.60000 912.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0074 808-06703 770.000 m | 1.23000 947.10| 1.20000 924.00| 1.60000 1232.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-06716 3766.000 m | 0.75000 2824.50| 0.80000 3012.80| 0.95000 3577.70 LINE, REMOVE | | | 0076 808-75051 1012.000 m | 3.75000 3795.00| 3.60000 3643.20| 4.00000 4048.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0077 808-75054 1012.000 m | 3.75000 3795.00| 3.60000 3643.20| 4.00000 4048.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0078 808-75245 716.000 m | 1.23000 880.68| 1.20000 859.20| 1.50000 1074.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 702,962.31| $ 729,129.56| $ 777,079.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 702,962.31| $ 729,129.56| $ 777,079.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 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 REHABILITATION | | | 0001 105-06790 5.000 MOS | 2500.00000 12500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 27000.00000 27000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42000.00000 42000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 99.000 m2 | 25.00000 2475.00| | PAVEMENT, REMOVE | | | 0007 202-02277 806.000 m | 5.00000 4030.00| | GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 82750.00000 82750.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 11.500 m2 | 150.00000 1725.00| | SLOPEWALL, REMOVE | | | 0010 202-60820 201.600 m2 | 5.00000 1008.00| | SURFACE MILLING, ASPHALT | | | 0011 202-91385 12.000 EACH| 250.00000 3000.00| | INLET, REMOVE | | | 0012 202-93741 4.000 EACH| 130.00000 520.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 1713.900 m3 | 15.00000 25708.50| | EXCAVATION, COMMON | | | 0014 203-02070 165.000 m3 | 20.00000 3300.00| | BORROW | | | 0015 203-02080 0.700 km | 10000.00000 7000.00| | LINEAR GRADING | | | 0016 205-02224 1130.000 m | 5.75000 6497.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 64.000 m | 9.60000 614.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02237 18.000 EACH| 50.00000 900.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 207-02045 64.800 m3 | 35.00000 2268.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 211-02050 18.300 m3 | 80.00000 1464.00| | B BORROW | | | 0021 303-52308 2429.200 Mg | 15.00000 36438.00| | COMPACTED AGGREGATE, O, 53 | | | 0022 402-05468 903.400 Mg | 60.00000 54204.00| | HMA BASE 25.0 mm, MAINLINE | | | 0023 402-05474 341.400 Mg | 61.00000 20825.40| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 195.200 Mg | 65.00000 12688.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 119.000 Mg | 75.00000 8925.00| | HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 661.700 m2 | 7.00000 4631.90| | SEAL COAT, 2 | | | 0027 405-05517 2.800 Mg | 300.00000 840.00| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 1.500 Mg | 200.00000 300.00| | ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06035 692.000 m | 23.20000 16054.40| | GUARDRAIL, RESET | | | 0031 601-94689 4.000 EACH| 2700.00000 10800.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 602-06729 6.000 EACH| 10.00000 60.00| | BARRIER DELINEATOR | | | 0034 605-05523 806.000 m | 14.00000 11284.00| | CURB, HMA | | | 0035 610-06257 134.200 m2 | 62.00000 8320.40| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 616-02320 133.000 m2 | 5.00000 665.00| | GEOTEXTILES | | | 0037 616-06405 88.700 Mg | 35.00000 3104.50| | RIPRAP, REVETMENT | | | 0038 616-51367 15.500 m2 | 150.00000 2325.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0039 619-04414 4.000 EACH| 150.00000 600.00| | DRAIN EXTENSION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 619-51861 LUMP| 2100.00000 2100.00| | BEARING ASSEMBLIES, PAINT | | | 0041 621-01004 1.000 EACH| 525.00000 525.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 1562.000 m2 | 0.85000 1327.70| | MULCHED SEEDING, R | | | 0043 621-06567 5.000 kL | 1.00000 5.00| | WATER | | | 0044 702-51110 584.400 kg | 5.00000 2922.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0045 702-51863 188.000 EACH| 15.00000 2820.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0046 702-90915 2.200 m3 | 2000.00000 4400.00| | CONCRETE, A , PEDESTALS | | | 0047 703-06029 28158.000 kg | 2.00000 56316.00| | REINFORCING BARS, EPOXY COATED | | | 0048 704-51002 140.800 m3 | 850.00000 119680.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH| 1100.00000 4400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 28.900 m3 | 350.00000 10115.00| | CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 4186.08000 4186.08| | SURFACE SEAL | | | 0052 709-99046 LUMP| 150.29000 150.29| | SURFACE SEAL, RAILING TRANSITION | | | 0053 711-01772 42.000 EACH| 750.00000 31500.00| | RETROFIT, 1 | | | 0054 711-51035 220.000 kg | 15.00000 3300.00| | STRUCTURAL STEEL | | | 0055 711-51877 LUMP| 40000.00000 40000.00| | JACKING AND SUPPORTING BEAMS | | | 0056 715-01354 84.000 m | 50.00000 4200.00| | CLEAN EXISTING PIPE | | | 0057 715-05149 80.000 m | 80.00000 6400.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05756 12.000 m | 175.00000 2100.00| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0059 715-46000 4.000 EACH| 250.00000 1000.00| | PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45025 4.000 EACH| 1250.00000 5000.00| | INLET, D6 | | | 0061 720-92557 12.000 EACH| 1500.00000 18000.00| | INLET, M13 | | | 0062 724-51925 21.500 m | 300.00000 6450.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0063 726-99095 14.000 EACH| 650.00000 9100.00| | BEARING ASSEMBLY, ELASTOMERIC, I | | | 0064 729-51875 2.000 m2 | 2000.00000 4000.00| | CONCRETE, A, PATCHING | | | 0065 801-03290 2.000 EACH| 69.00000 138.00| | CONSTRUCTION SIGN, C | | | 0066 801-06207 4482.000 m | 2.95000 13221.90| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06606 20.000 EACH| 89.00000 1780.00| | BARRICADE, IIIB | | | 0068 801-06625 61.000 EACH| 69.00000 4209.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 48.000 EACH| 69.00000 3312.00| | CONSTRUCTION SIGN, A | | | 0070 801-06645 6.000 EACH| 29.00000 174.00| | CONSTRUCTION SIGN, B | | | 0071 801-06710 60.000 DAY | 14.00000 840.00| | FLASHING ARROW SIGN | | | 0072 801-06775 LUMP| 40000.00000 40000.00| | MAINTAINING TRAFFIC | | | 0073 808-06701 570.000 m | 1.10000 627.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0074 808-06703 770.000 m | 1.10000 847.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0075 808-06716 3766.000 m | 0.65000 2447.90| | LINE, REMOVE | | | 0076 808-75051 1012.000 m | 3.42000 3461.04| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0077 808-75054 1012.000 m | 3.42000 3461.04| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0078 808-75245 716.000 m | 1.10000 787.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 471 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,464.37 ROUTE : SR 14 CALL ORDER : 471 CONTRACT ID : B -25226-A COUNTIES : JASPER LETTING DATE : 02/13/01 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 TOTALS | $ 848,929.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 848,929.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2632013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 371,062.83 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 386,698.86 104.2138% 3 35-1058755 BAKER & SCHULTZ, INC. $ 389,579.03 104.9900% 4 35-1663068 SIMS & PEDIGO COMPANY CONDITIONAL $ 397,112.94 107.0204% 5 35-1385672 FORCE CONSTRUCTION $ 409,011.03 110.2268% 6 35-1447641 STRUCTURE CONTRACTORS $ 418,512.45 112.7874% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 448,842.54 120.9613% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1058755 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, 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 7.000 MOS | 1000.00000 7000.00| 1000.00000 7000.00| 1400.00000 9800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 100.00000 100.00| 2500.00000 2500.00| 5300.00000 5300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18500.00000 18500.00| 19250.00000 19250.00| 17700.00000 17700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 200.00000 200.00| 5750.00000 5750.00| 500.00000 500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 91.400 m2 | 16.00000 1462.40| 24.00000 2193.60| 48.25000 4410.05 PAVEMENT, REMOVE | | | 0006 202-02241 170.700 m | 12.43000 2121.80| 10.00000 1707.00| 11.90000 2031.33 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 36025.00000 36025.00| 29500.00000 29500.00| 59150.00000 59150.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 293.000 m2 | 6.94000 2033.42| 8.50000 2490.50| 10.00000 2930.00 SURFACE MILLING, ASPHALT | | | 0009 202-96479 120.000 EACH| 10.00000 1200.00| 20.00000 2400.00| 14.00000 1680.00 BOLT, REMOVE | | | 0010 203-02070 375.000 m3 | 10.00000 3750.00| 15.50000 5812.50| 32.00000 12000.00 BORROW | | | 0011 205-02224 700.000 m | 6.38000 4466.00| 3.50000 2450.00| 5.70000 3990.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 206-51225 8.000 m3 | 40.00000 320.00| 25.00000 200.00| 13.10000 104.80 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1058755 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 61.800 Mg | 40.00000 2472.00| 24.00000 1483.20| 20.00000 1236.00 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 2966.000 m2 | 0.06000 177.96| 0.06000 177.96| 0.06000 177.96 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1356.00000 5424.00| 1300.00000 5200.00| 1295.00000 5180.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 6670.00000 13340.00| 5800.00000 11600.00| 6375.00000 12750.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 3500.00000 14000.00| 3000.00000 12000.00| 3350.00000 13400.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 2486.00000 2486.00| 1750.00000 1750.00| 2375.00000 2375.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 320.000 m | 35.00000 11200.00| 34.50000 11040.00| 33.50000 10720.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 237.700 m | 74.88000 17798.98| 58.50000 13905.45| 77.00000 18302.90 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 18.000 EACH| 10.00000 180.00| 8.00000 144.00| 10.00000 180.00 BARRIER DELINEATOR | | | 0022 610-05527 755.600 Mg | 77.40000 58483.44| 72.50000 54781.00| 73.90000 55838.84 HMA FOR APPROACHES | | | 0023 610-06257 173.600 m2 | 66.00000 11457.60| 60.00000 10416.00| 52.00000 9027.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 200.000 m2 | 2.00000 400.00| 3.50000 700.00| 2.90000 580.00 GEOTEXTILES | | | 0025 616-06405 157.000 Mg | 27.25000 4278.25| 24.00000 3768.00| 21.00000 3297.00 RIPRAP, REVETMENT | | | 0026 619-05926 LUMP| 1130.00000 1130.00| 1200.00000 1200.00| 1400.00000 1400.00 ENVIRONMENTAL CONTROL | | | 0027 619-95315 LUMP| 4520.00000 4520.00| 9000.00000 9000.00| 12650.00000 12650.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0028 621-01004 1.000 EACH| 480.00000 480.00| 450.00000 450.00| 460.00000 460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 3000.000 m2 | 0.86000 2580.00| 1.00000 3000.00| 0.81000 2430.00 MULCHED SEEDING, R | | | 0030 702-51005 9.000 m3 | 1000.00000 9000.00| 1250.00000 11250.00| 500.00000 4500.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 584.400 kg | 5.65000 3301.86| 5.50000 3214.20| 4.00000 2337.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1058755 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 702-51863 374.000 EACH| 6.00000 2244.00| 7.50000 2805.00| 10.00000 3740.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51030 2150.000 kg | 1.65000 3547.50| 1.50000 3225.00| 1.20000 2580.00 REINFORCING STEEL | | | 0034 703-51032 5983.000 kg | 1.87000 11188.21| 1.65000 9871.95| 1.35000 8077.05 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 164.000 EACH| 8.68000 1423.52| 9.50000 1558.00| 9.80000 1607.20 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 10.400 m3 | 750.00000 7800.00| 1500.00000 15600.00| 500.00000 5200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1400.00000 5600.00| 1250.00000 5000.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 21.000 m3 | 450.00000 9450.00| 460.00000 9660.00| 460.00000 9660.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 2307.00000 2307.00| 4500.00000 4500.00| 4100.00000 4100.00 SURFACE SEAL | | | 0040 711-96800 168.000 EACH| 4.00000 672.00| 5.00000 840.00| 5.00000 840.00 STUD SHEAR CONNECTOR | | | 0041 715-05169 102.000 m | 61.92000 6315.84| 60.00000 6120.00| 59.00000 6018.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05756 18.000 m | 60.74000 1093.32| 55.00000 990.00| 50.00000 900.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0043 715-46000 1.000 EACH| 152.00000 152.00| 180.00000 180.00| 200.00000 200.00 PIPE END SECTION, 300 mm | | | 0044 715-46005 6.000 EACH| 166.67000 1000.02| 225.00000 1350.00| 250.00000 1500.00 PIPE END SECTION, 375 mm | | | 0045 715-91361 2.800 m | 50.00000 140.00| 50.00000 140.00| 33.00000 92.40 PIPE, PVC, 150 mm | | | 0046 722-51401 29.000 m2 | 129.00000 3741.00| 250.00000 7250.00| 130.00000 3770.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 533.000 m2 | 53.84000 28696.72| 70.00000 37310.00| 43.00000 22919.00 BRIDGE DECK OVERLAY | | | 0048 722-51846 4.700 m3 | 395.00000 1856.50| 395.00000 1856.50| 395.00000 1856.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 49.000 m2 | 75.32000 3690.68| 85.00000 4165.00| 82.00000 4018.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 526.200 m2 | 6.50000 3420.30| 12.50000 6577.50| 10.00000 5262.00 SURFACE MILLING | | | 0051 724-03276 26.600 m | 328.00000 8724.80| 280.00000 7448.00| 193.00000 5133.80 EXPANSION JOINT SEALING SYSTEM | | | 0052 801-06207 2675.000 m | 3.50000 9362.50| 3.00000 8025.00| 3.35000 8961.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1058755 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06640 16.000 EACH| 78.00000 1248.00| 100.00000 1600.00| 74.50000 1192.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 44.00000 88.00| 40.00000 80.00| 42.15000 84.30 CONSTRUCTION SIGN, B | | | 0055 801-06710 120.000 DAY | 20.00000 2400.00| 20.00000 2400.00| 18.00000 2160.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 11525.00000 11525.00| 7500.00000 7500.00| 4400.00000 4400.00 MAINTAINING TRAFFIC | | | 0057 808-06712 67.000 m | 0.93000 62.31| 0.80000 53.60| 0.90000 60.30 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0058 808-06713 535.000 m | 0.93000 497.55| 0.80000 428.00| 0.90000 481.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0059 808-06714 268.000 m | 0.93000 249.24| 0.80000 214.40| 0.90000 241.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0060 808-06716 1071.000 m | 1.41000 1510.11| 2.50000 2677.50| 1.35000 1445.85 LINE, REMOVE | | | 0061 808-75996 8.000 EACH| 10.00000 80.00| 17.50000 140.00| 50.00000 400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 8.000 EACH| 136.00000 1088.00| 100.00000 800.00| 130.00000 1040.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 371,062.83| $ 386,698.86| $ 389,579.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,062.83| $ 386,698.86| $ 389,579.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1385672 |(6) 35-1447641 |SIMS & PEDIGO COMPANY |FORCE CONSTRUCTION |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 7.000 MOS | 1400.00000 9800.00| 1339.47000 9376.29| 1100.00000 7700.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 4800.00000 4800.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 31363.66000 31363.66| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 4743.76000 4743.76| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 91.400 m2 | 45.00000 4113.00| 32.02000 2926.63| 75.00000 6855.00 PAVEMENT, REMOVE | | | 0006 202-02241 170.700 m | 11.80000 2014.26| 12.46000 2126.92| 12.00000 2048.40 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 20000.00000 20000.00| 26043.13000 26043.13| 43000.00000 43000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 293.000 m2 | 7.00000 2051.00| 4.45000 1303.85| 14.00000 4102.00 SURFACE MILLING, ASPHALT | | | 0009 202-96479 120.000 EACH| 10.00000 1200.00| 15.19000 1822.80| 15.00000 1800.00 BOLT, REMOVE | | | 0010 203-02070 375.000 m3 | 18.00000 6750.00| 18.03000 6761.25| 12.00000 4500.00 BORROW | | | 0011 205-02224 700.000 m | 5.62000 3934.00| 5.25000 3675.00| 5.50000 3850.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 206-51225 8.000 m3 | 15.00000 120.00| 100.96000 807.68| 18.00000 144.00 EXCAVATION, DRY | | | 0013 303-52308 61.800 Mg | 23.00000 1421.40| 39.36000 2432.45| 32.00000 1977.60 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 2966.000 m2 | 0.10000 296.60| 0.05000 148.30| 0.05000 148.30 ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1284.00000 5136.00| 1220.00000 4880.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 6315.00000 12630.00| 10932.09000 21864.18| 6000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 3317.00000 13268.00| 2800.00000 11200.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 2354.00000 2354.00| 1700.00000 1700.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 320.000 m | 33.17000 10614.40| 31.00000 9920.00| 33.00000 10560.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1385672 |(6) 35-1447641 |SIMS & PEDIGO COMPANY |FORCE CONSTRUCTION |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 237.700 m | 75.00000 17827.50| 106.77000 25379.23| 52.00000 12360.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 18.000 EACH| 8.00000 144.00| 25.00000 450.00| 10.00000 180.00 BARRIER DELINEATOR | | | 0022 610-05527 755.600 Mg | 83.30000 62941.48| 63.68000 48116.61| 64.00000 48358.40 HMA FOR APPROACHES | | | 0023 610-06257 173.600 m2 | 60.00000 10416.00| 77.57000 13466.15| 75.00000 13020.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 200.000 m2 | 4.00000 800.00| 3.53000 706.00| 4.00000 800.00 GEOTEXTILES | | | 0025 616-06405 157.000 Mg | 30.00000 4710.00| 21.11000 3314.27| 25.00000 3925.00 RIPRAP, REVETMENT | | | 0026 619-05926 LUMP| 1070.00000 1070.00| 1300.00000 1300.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL | | | 0027 619-95315 LUMP| 9095.00000 9095.00| 11700.00000 11700.00| 8500.00000 8500.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0028 621-01004 1.000 EACH| 455.00000 455.00| 425.00000 425.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 3000.000 m2 | 0.80000 2400.00| 0.75000 2250.00| 1.00000 3000.00 MULCHED SEEDING, R | | | 0030 702-51005 9.000 m3 | 600.00000 5400.00| 522.43000 4701.87| 2000.00000 18000.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 584.400 kg | 6.00000 3506.40| 6.26000 3658.34| 5.00000 2922.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 702-51863 374.000 EACH| 6.00000 2244.00| 12.52000 4682.48| 8.00000 2992.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51030 2150.000 kg | 2.25000 4837.50| 1.29000 2773.50| 1.25000 2687.50 REINFORCING STEEL | | | 0034 703-51032 5983.000 kg | 2.25000 13461.75| 1.42000 8495.86| 1.50000 8974.50 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 164.000 EACH| 10.00000 1640.00| 19.88000 3260.32| 15.00000 2460.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 10.400 m3 | 600.00000 6240.00| 672.93000 6998.47| 800.00000 8320.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 21.000 m3 | 460.00000 9660.00| 450.00000 9450.00| 500.00000 10500.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 2000.00000 2000.00| 4142.83000 4142.83| 4500.00000 4500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1385672 |(6) 35-1447641 |SIMS & PEDIGO COMPANY |FORCE CONSTRUCTION |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 711-96800 168.000 EACH| 12.00000 2016.00| 11.07000 1859.76| 20.00000 3360.00 STUD SHEAR CONNECTOR | | | 0041 715-05169 102.000 m | 30.00000 3060.00| 78.78000 8035.56| 48.00000 4896.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05756 18.000 m | 25.00000 450.00| 83.77000 1507.86| 55.00000 990.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0043 715-46000 1.000 EACH| 90.00000 90.00| 429.65000 429.65| 225.00000 225.00 PIPE END SECTION, 300 mm | | | 0044 715-46005 6.000 EACH| 100.00000 600.00| 447.86000 2687.16| 225.00000 1350.00 PIPE END SECTION, 375 mm | | | 0045 715-91361 2.800 m | 100.00000 280.00| 47.30000 132.44| 215.00000 602.00 PIPE, PVC, 150 mm | | | 0046 722-51401 29.000 m2 | 120.00000 3480.00| 416.61000 12081.69| 216.00000 6264.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 533.000 m2 | 70.00000 37310.00| 75.54000 40262.82| 55.00000 29315.00 BRIDGE DECK OVERLAY | | | 0048 722-51846 4.700 m3 | 395.00000 1856.50| 395.00000 1856.50| 395.00000 1856.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 49.000 m2 | 75.00000 3675.00| 125.84000 6166.16| 65.00000 3185.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 526.200 m2 | 7.00000 3683.40| 4.98000 2620.48| 18.00000 9471.60 SURFACE MILLING | | | 0051 724-03276 26.600 m | 300.00000 7980.00| 118.29000 3146.51| 425.00000 11305.00 EXPANSION JOINT SEALING SYSTEM | | | 0052 801-06207 2675.000 m | 3.22000 8613.50| 3.10000 8292.50| 3.25000 8693.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06640 16.000 EACH| 75.00000 1200.00| 69.00000 1104.00| 75.00000 1200.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 43.00000 86.00| 39.00000 78.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0055 801-06710 120.000 DAY | 30.00000 3600.00| 15.00000 1800.00| 18.00000 2160.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 23000.00000 23000.00| 5290.96000 5290.96| 28200.00000 28200.00 MAINTAINING TRAFFIC | | | 0057 808-06712 67.000 m | 0.50000 33.50| 0.82000 54.94| 1.00000 67.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0058 808-06713 535.000 m | 0.50000 267.50| 0.82000 438.70| 1.00000 535.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0059 808-06714 268.000 m | 0.50000 134.00| 0.82000 219.76| 1.00000 268.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1385672 |(6) 35-1447641 |SIMS & PEDIGO COMPANY |FORCE CONSTRUCTION |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06716 1071.000 m | 1.75000 1874.25| 1.25000 1338.75| 1.50000 1606.50 LINE, REMOVE | | | 0061 808-75996 8.000 EACH| 50.00000 400.00| 35.00000 280.00| 14.00000 112.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 8.000 EACH| 134.00000 1072.00| 120.00000 960.00| 120.00000 960.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 397,112.94| $ 409,011.03| $ 418,512.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 397,112.94| $ 409,011.03| $ 418,512.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 7.000 MOS | 1100.00000 7700.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6700.00000 6700.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 91.400 m2 | 45.00000 4113.00| | PAVEMENT, REMOVE | | | 0006 202-02241 170.700 m | 9.50000 1621.65| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 37500.00000 37500.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 293.000 m2 | 7.00000 2051.00| | SURFACE MILLING, ASPHALT | | | 0009 202-96479 120.000 EACH| 7.75000 930.00| | BOLT, REMOVE | | | 0010 203-02070 375.000 m3 | 30.00000 11250.00| | BORROW | | | 0011 205-02224 700.000 m | 7.00000 4900.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 206-51225 8.000 m3 | 75.00000 600.00| | EXCAVATION, DRY | | | 0013 303-52308 61.800 Mg | 65.00000 4017.00| | COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 2966.000 m2 | 0.09000 266.94| | ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 6200.00000 12400.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 4.000 EACH| 3000.00000 12000.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 1800.00000 1800.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 320.000 m | 33.00000 10560.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 237.700 m | 85.00000 20204.50| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06729 18.000 EACH| 9.50000 171.00| | BARRIER DELINEATOR | | | 0022 610-05527 755.600 Mg | 72.00000 54403.20| | HMA FOR APPROACHES | | | 0023 610-06257 173.600 m2 | 80.00000 13888.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 200.000 m2 | 4.00000 800.00| | GEOTEXTILES | | | 0025 616-06405 157.000 Mg | 30.00000 4710.00| | RIPRAP, REVETMENT | | | 0026 619-05926 LUMP| 1100.00000 1100.00| | ENVIRONMENTAL CONTROL | | | 0027 619-95315 LUMP| 9000.00000 9000.00| | CLEAN AND PAINT BEARING ASSEMBLIES | | | 0028 621-01004 1.000 EACH| 700.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 3000.000 m2 | 0.90000 2700.00| | MULCHED SEEDING, R | | | 0030 702-51005 9.000 m3 | 1200.00000 10800.00| | CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 584.400 kg | 2.25000 1314.90| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 702-51863 374.000 EACH| 10.00000 3740.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51030 2150.000 kg | 1.50000 3225.00| | REINFORCING STEEL | | | 0034 703-51032 5983.000 kg | 1.70000 10171.10| | REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 164.000 EACH| 15.00000 2460.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 10.400 m3 | 1000.00000 10400.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 21.000 m3 | 625.00000 13125.00| | CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 4500.00000 4500.00| | SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 711-96800 168.000 EACH| 18.00000 3024.00| | STUD SHEAR CONNECTOR | | | 0041 715-05169 102.000 m | 80.00000 8160.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-05756 18.000 m | 65.00000 1170.00| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0043 715-46000 1.000 EACH| 225.00000 225.00| | PIPE END SECTION, 300 mm | | | 0044 715-46005 6.000 EACH| 250.00000 1500.00| | PIPE END SECTION, 375 mm | | | 0045 715-91361 2.800 m | 60.00000 168.00| | PIPE, PVC, 150 mm | | | 0046 722-51401 29.000 m2 | 200.00000 5800.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 533.000 m2 | 100.00000 53300.00| | BRIDGE DECK OVERLAY | | | 0048 722-51846 4.700 m3 | 395.00000 1856.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 49.000 m2 | 100.00000 4900.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 526.200 m2 | 7.00000 3683.40| | SURFACE MILLING | | | 0051 724-03276 26.600 m | 120.00000 3192.00| | EXPANSION JOINT SEALING SYSTEM | | | 0052 801-06207 2675.000 m | 3.25000 8693.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06640 16.000 EACH| 60.00000 960.00| | CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 35.00000 70.00| | CONSTRUCTION SIGN, B | | | 0055 801-06710 120.000 DAY | 16.00000 1920.00| | FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0057 808-06712 67.000 m | 0.85000 56.95| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0058 808-06713 535.000 m | 0.85000 454.75| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0059 808-06714 268.000 m | 0.85000 227.80| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 481 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 379,011.46 ROUTE : US 35 CALL ORDER : 481 CONTRACT ID : B -25232-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06716 1071.000 m | 1.10000 1178.10| | LINE, REMOVE | | | 0061 808-75996 8.000 EACH| 25.00000 200.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 8.000 EACH| 110.00000 880.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 448,842.54| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 448,842.54| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0173035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 273,825.00 100.0000% 2 35-1801998 CLR, INC. $ 278,014.62 101.5300% 3 35-1878024 RAGLE, INC. $ 288,463.14 105.3458% 4 35-1663068 SIMS & PEDIGO COMPANY $ 292,063.03 106.6604% 5 35-2072438 TD & O LLC $ 294,000.00 107.3678% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 304,436.99 111.1793% 7 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 328,843.78 120.0926% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1801998 |(3) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|CLR, INC. |RAGLE, 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 8.000 MOS | 800.00000 6400.00| 800.00000 6400.00| 800.00000 6400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 500.00000 500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 13900.00000 13900.00| 14500.00000 14500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 96.400 m2 | 16.00000 1542.40| 34.00000 3277.60| 20.00000 1928.00 PAVEMENT, REMOVE | | | 0005 202-02241 112.000 m | 19.10000 2139.20| 13.00000 1456.00| 19.10000 2139.20 GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 325.00000 650.00| 150.00000 300.00| 150.00000 300.00 HEADWALL, REMOVE | | | 0007 202-02277 49.400 m | 18.00000 889.20| 23.00000 1136.20| 12.50000 617.50 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 54000.00000 54000.00| 42500.00000 42500.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 181.000 m2 | 4.00000 724.00| 7.00000 1267.00| 6.00000 1086.00 SURFACE MILLING, ASPHALT | | | 0010 202-60822 593.700 m2 | 4.00000 2374.80| 3.00000 1781.10| 6.00000 3562.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-96133 62.100 m | 50.00000 3105.00| 30.00000 1863.00| 20.00000 1242.00 PIPE, REMOVE | | | 0012 203-02080 0.049 km | 30000.00000 1470.00| 27000.00000 1323.00| 43500.00000 2131.50 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1801998 |(3) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 12.900 m3 | 55.00000 709.50| 88.00000 1135.20| 50.00000 645.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 9.000 m3 | 170.00000 1530.00| 370.00000 3330.00| 100.00000 900.00 FLOWABLE MORTAR | | | 0015 303-52308 108.600 Mg | 28.00000 3040.80| 43.00000 4669.80| 20.00000 2172.00 COMPACTED AGGREGATE, O, 53 | | | 0016 601-01128 4.000 EACH| 950.00000 3800.00| 970.00000 3880.00| 950.00000 3800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01846 1.000 EACH| 1650.00000 1650.00| 1920.00000 1920.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-94689 3.000 EACH| 2900.00000 8700.00| 3160.00000 9480.00| 2900.00000 8700.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 78.000 m | 34.00000 2652.00| 39.50000 3081.00| 34.00000 2652.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06729 26.000 EACH| 11.00000 286.00| 6.00000 156.00| 11.00000 286.00 BARRIER DELINEATOR | | | 0021 610-05527 67.900 Mg | 225.00000 15277.50| 275.00000 18672.50| 225.00000 15277.50 HMA FOR APPROACHES | | | 0022 610-06257 193.800 m2 | 65.00000 12597.00| 68.00000 13178.40| 60.00000 11628.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 59.300 m2 | 3.00000 177.90| 2.50000 148.25| 2.00000 118.60 GEOTEXTILES | | | 0024 616-06405 36.300 Mg | 28.00000 1016.40| 39.50000 1433.85| 30.00000 1089.00 RIPRAP, REVETMENT | | | 0025 616-93772 12.000 EACH| 75.00000 900.00| 150.00000 1800.00| 100.00000 1200.00 INSPECTION HOLE | | | 0026 702-51005 10.800 m3 | 700.00000 7560.00| 450.00000 4860.00| 850.00000 9180.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51100 267.950 kg | 12.00000 3215.40| 28.00000 7502.60| 8.50000 2277.58 DRAIN PIPE, CAST IRON, 150 mm | | | 0028 702-51110 348.400 kg | 10.00000 3484.00| 11.00000 3832.40| 8.50000 2961.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 702-51863 630.000 EACH| 7.00000 4410.00| 5.40000 3402.00| 5.00000 3150.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2712.000 kg | 1.40000 3796.80| 1.17000 3173.04| 1.65000 4474.80 REINFORCING STEEL | | | 0031 703-51032 6018.000 kg | 1.50000 9027.00| 1.84000 11073.12| 1.75000 10531.50 REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 4.400 m3 | 750.00000 3300.00| 1850.00000 8140.00| 1300.00000 5720.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1801998 |(3) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|CLR, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 706-05733 4.000 EACH| 1250.00000 5000.00| 1300.00000 5200.00| 950.00000 3800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0035 709-51821 LUMP| 3000.00000 3000.00| 3350.00000 3350.00| 4200.00000 4200.00 SURFACE SEAL | | | 0036 715-02840 12.000 m | 432.00000 5184.00| 675.00000 8100.00| 500.00000 6000.00 PIPE, POLYETHYLENE LINER, 750 mm | | | 0037 720-44296 1.000 EACH| 650.00000 650.00| 330.00000 330.00| 175.00000 175.00 CAP INLET | | | 0038 722-51401 11.600 m2 | 400.00000 4640.00| 175.00000 2030.00| 220.00000 2552.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 593.700 m2 | 50.00000 29685.00| 55.00000 32653.50| 55.00000 32653.50 BRIDGE DECK OVERLAY | | | 0040 722-51846 10.700 m3 | 395.00000 4226.50| 395.00000 4226.50| 395.00000 4226.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 178.100 m2 | 80.00000 14248.00| 60.00000 10686.00| 60.00000 10686.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 724-51925 23.400 m | 300.00000 7020.00| 305.00000 7137.00| 320.00000 7488.00 STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-04308 4.000 EACH| 250.00000 1000.00| 281.00000 1124.00| 299.00000 1196.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 90.00000 720.00| 102.00000 816.00| 105.00000 840.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 100.00000 400.00| 125.00000 500.00| 133.00000 532.00 BARRICADE, IIIB | | | 0046 801-06625 16.000 EACH| 90.00000 1440.00| 117.00000 1872.00| 105.00000 1680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 18.000 EACH| 90.00000 1620.00| 117.00000 2106.00| 105.00000 1890.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 50.00000 200.00| 60.00000 240.00| 39.00000 156.00 CONSTRUCTION SIGN, B | | | 0049 801-06710 15.000 DAY | 20.00000 300.00| 25.00000 375.00| 25.00000 375.00 FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 2500.00000 2500.00| 3500.00000 3500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0051 808-06713 447.200 m | 1.50000 670.80| 0.83000 371.18| 0.83000 371.18 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 447.200 m | 1.50000 670.80| 0.83000 371.18| 0.83000 371.18 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 706-51025 125.800 m | 125.00000 15725.00| 99.00000 12454.20| 95.00000 11951.00 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 273,825.00| $ 278,014.62| $ 288,463.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 273,825.00| $ 278,014.62| $ 288,463.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-2072438 |(6) 35-1618530 |SIMS & PEDIGO COMPANY |TD & O LLC |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 700.00000 5600.00| 1250.00000 10000.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 14625.00000 14625.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 96.400 m2 | 45.00000 4338.00| 50.00000 4820.00| 35.00000 3374.00 PAVEMENT, REMOVE | | | 0005 202-02241 112.000 m | 7.95000 890.40| 8.25000 924.00| 21.00000 2352.00 GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 200.00000 400.00| 250.00000 500.00| 300.00000 600.00 HEADWALL, REMOVE | | | 0007 202-02277 49.400 m | 14.00000 691.60| 27.00000 1333.80| 13.00000 642.20 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 44000.00000 44000.00| 47875.00000 47875.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 181.000 m2 | 5.00000 905.00| 3.30000 597.30| 4.50000 814.50 SURFACE MILLING, ASPHALT | | | 0010 202-60822 593.700 m2 | 6.00000 3562.20| 3.30000 1959.21| 4.50000 2671.65 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-96133 62.100 m | 10.00000 621.00| 34.00000 2111.40| 50.00000 3105.00 PIPE, REMOVE | | | 0012 203-02080 0.049 km | 40000.00000 1960.00| 25000.00000 1225.00| 35000.00000 1715.00 LINEAR GRADING | | | 0013 211-02060 12.900 m3 | 18.00000 232.20| 25.00000 322.50| 65.00000 838.50 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 9.000 m3 | 150.00000 1350.00| 150.00000 1350.00| 225.00000 2025.00 FLOWABLE MORTAR | | | 0015 303-52308 108.600 Mg | 22.00000 2389.20| 25.00000 2715.00| 35.00000 3801.00 COMPACTED AGGREGATE, O, 53 | | | 0016 601-01128 4.000 EACH| 1166.00000 4664.00| 1210.00000 4840.00| 1050.00000 4200.00 GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01846 1.000 EACH| 1584.70000 1584.70| 1644.50000 1644.50| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-94689 3.000 EACH| 3869.00000 11607.00| 4015.00000 12045.00| 3100.00000 9300.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 78.000 m | 38.00000 2964.00| 39.14000 3052.92| 36.00000 2808.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-2072438 |(6) 35-1618530 |SIMS & PEDIGO COMPANY |TD & O LLC |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 26.000 EACH| 8.00000 208.00| 11.00000 286.00| 12.00000 312.00 BARRIER DELINEATOR | | | 0021 610-05527 67.900 Mg | 254.11000 17254.07| 263.70000 17905.23| 235.00000 15956.50 HMA FOR APPROACHES | | | 0022 610-06257 193.800 m2 | 65.00000 12597.00| 60.00000 11628.00| 60.00000 11628.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 59.300 m2 | 8.00000 474.40| 5.00000 296.50| 6.00000 355.80 GEOTEXTILES | | | 0024 616-06405 36.300 Mg | 22.00000 798.60| 27.50000 998.25| 30.00000 1089.00 RIPRAP, REVETMENT | | | 0025 616-93772 12.000 EACH| 25.00000 300.00| 125.00000 1500.00| 100.00000 1200.00 INSPECTION HOLE | | | 0026 702-51005 10.800 m3 | 600.00000 6480.00| 750.00000 8100.00| 780.00000 8424.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51100 267.950 kg | 6.00000 1607.70| 10.00000 2679.50| 50.00000 13397.50 DRAIN PIPE, CAST IRON, 150 mm | | | 0028 702-51110 348.400 kg | 6.00000 2090.40| 10.00000 3484.00| 8.00000 2787.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 702-51863 630.000 EACH| 5.00000 3150.00| 6.00000 3780.00| 9.00000 5670.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2712.000 kg | 2.25000 6102.00| 1.25000 3390.00| 1.40000 3796.80 REINFORCING STEEL | | | 0031 703-51032 6018.000 kg | 2.25000 13540.50| 1.50000 9027.00| 1.60000 9628.80 REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 4.400 m3 | 800.00000 3520.00| 1000.00000 4400.00| 1000.00000 4400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05733 4.000 EACH| 1300.00000 5200.00| 1150.00000 4600.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0035 709-51821 LUMP| 2000.00000 2000.00| 4500.00000 4500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0036 715-02840 12.000 m | 548.38000 6580.56| 1000.00000 12000.00| 600.00000 7200.00 PIPE, POLYETHYLENE LINER, 750 mm | | | 0037 720-44296 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 500.00000 500.00 CAP INLET | | | 0038 722-51401 11.600 m2 | 130.00000 1508.00| 250.00000 2900.00| 200.00000 2320.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 593.700 m2 | 65.00000 38590.50| 51.00000 30278.70| 50.00000 29685.00 BRIDGE DECK OVERLAY | | | 0040 722-51846 10.700 m3 | 395.00000 4226.50| 395.00000 4226.50| 395.00000 4226.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-2072438 |(6) 35-1618530 |SIMS & PEDIGO COMPANY |TD & O LLC |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-51852 178.100 m2 | 85.00000 15138.50| 100.00000 17810.00| 30.00000 5343.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 724-51925 23.400 m | 200.00000 4680.00| 300.00000 7020.00| 435.00000 10179.00 STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-04308 4.000 EACH| 318.00000 1272.00| 330.00000 1320.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 212.00000 1696.00| 220.00000 1760.00| 115.00000 920.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 265.00000 1060.00| 275.00000 1100.00| 140.00000 560.00 BARRICADE, IIIB | | | 0046 801-06625 16.000 EACH| 95.40000 1526.40| 99.00000 1584.00| 115.00000 1840.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 18.000 EACH| 84.80000 1526.40| 88.00000 1584.00| 115.00000 2070.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 42.80000 171.20| 44.00000 176.00| 55.00000 220.00 CONSTRUCTION SIGN, B | | | 0049 801-06710 15.000 DAY | 30.00000 450.00| 22.00000 330.00| 25.00000 375.00 FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 20000.00000 20000.00| 4249.41000 4249.41| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0051 808-06713 447.200 m | 1.00000 447.20| 1.00000 447.20| 1.60000 715.52 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 447.200 m | 1.00000 447.20| 1.00000 447.20| 1.60000 715.52 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 706-51025 125.800 m | 107.00000 13460.60| 113.29000 14251.88| 125.00000 15725.00 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 292,063.03| $ 294,000.00| $ 304,436.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 292,063.03| $ 294,000.00| $ 304,436.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1950.00000 15600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9400.00000 9400.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16400.00000 16400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 96.400 m2 | 26.00000 2506.40| | PAVEMENT, REMOVE | | | 0005 202-02241 112.000 m | 20.20000 2262.40| | GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 590.00000 1180.00| | HEADWALL, REMOVE | | | 0007 202-02277 49.400 m | 34.00000 1679.60| | GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 29700.00000 29700.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 181.000 m2 | 3.50000 633.50| | SURFACE MILLING, ASPHALT | | | 0010 202-60822 593.700 m2 | 3.50000 2077.95| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-96133 62.100 m | 27.00000 1676.70| | PIPE, REMOVE | | | 0012 203-02080 0.049 km | 80000.00000 3920.00| | LINEAR GRADING | | | 0013 211-02060 12.900 m3 | 41.00000 528.90| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 9.000 m3 | 95.00000 855.00| | FLOWABLE MORTAR | | | 0015 303-52308 108.600 Mg | 23.70000 2573.82| | COMPACTED AGGREGATE, O, 53 | | | 0016 601-01128 4.000 EACH| 1015.00000 4060.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01846 1.000 EACH| 1780.00000 1780.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-94689 3.000 EACH| 3120.00000 9360.00| | GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 78.000 m | 38.00000 2964.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 26.000 EACH| 12.00000 312.00| | BARRIER DELINEATOR | | | 0021 610-05527 67.900 Mg | 246.00000 16703.40| | HMA FOR APPROACHES | | | 0022 610-06257 193.800 m2 | 67.00000 12984.60| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 59.300 m2 | 3.70000 219.41| | GEOTEXTILES | | | 0024 616-06405 36.300 Mg | 57.00000 2069.10| | RIPRAP, REVETMENT | | | 0025 616-93772 12.000 EACH| 380.00000 4560.00| | INSPECTION HOLE | | | 0026 702-51005 10.800 m3 | 825.00000 8910.00| | CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51100 267.950 kg | 7.20000 1929.24| | DRAIN PIPE, CAST IRON, 150 mm | | | 0028 702-51110 348.400 kg | 7.90000 2752.36| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 702-51863 630.000 EACH| 11.00000 6930.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 2712.000 kg | 1.90000 5152.80| | REINFORCING STEEL | | | 0031 703-51032 6018.000 kg | 2.30000 13841.40| | REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 4.400 m3 | 1560.00000 6864.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05733 4.000 EACH| 1395.00000 5580.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0035 709-51821 LUMP| 4700.00000 4700.00| | SURFACE SEAL | | | 0036 715-02840 12.000 m | 432.00000 5184.00| | PIPE, POLYETHYLENE LINER, 750 mm | | | 0037 720-44296 1.000 EACH| 350.00000 350.00| | CAP INLET | | | 0038 722-51401 11.600 m2 | 370.00000 4292.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 593.700 m2 | 64.00000 37996.80| | BRIDGE DECK OVERLAY | | | 0040 722-51846 10.700 m3 | 395.00000 4226.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 491 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 370,185.87 ROUTE : US 41 CALL ORDER : 491 CONTRACT ID : B -25235-A COUNTIES : KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-51852 178.100 m2 | 127.00000 22618.70| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 724-51925 23.400 m | 296.00000 6926.40| | STRUCTURAL EXPANSION JOINT, SS | | | 0043 801-04308 4.000 EACH| 320.00000 1280.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 120.00000 960.00| | BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 152.00000 608.00| | BARRICADE, IIIB | | | 0046 801-06625 16.000 EACH| 120.00000 1920.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 18.000 EACH| 120.00000 2160.00| | CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 50.00000 200.00| | CONSTRUCTION SIGN, B | | | 0049 801-06710 15.000 DAY | 30.00000 450.00| | FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 18750.00000 18750.00| | MAINTAINING TRAFFIC | | | 0051 808-06713 447.200 m | 1.00000 447.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 447.200 m | 1.00000 447.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 706-51025 125.800 m | 138.00000 17360.40| | CONCRETE, C, RAILING | | | SECTION TOTALS | $ 328,843.78| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 328,843.78| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 499 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,668.77 ROUTE : SR 49 CALL ORDER : 499 CONTRACT ID : B -25236-B COUNTIES : PORTER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4364008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 284,422.38 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 288,076.45 101.2847% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 | |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 750.00000 4500.00| 1650.00000 9900.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3600.00000 3600.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 150.000 m2 | 23.00000 3450.00| 20.00000 3000.00| PAVEMENT, REMOVE | | | 0006 202-02241 170.000 m | 6.80000 1156.00| 10.00000 1700.00| GUARDRAIL, REMOVE | | | 0007 202-02272 10.000 m | 65.00000 650.00| 60.00000 600.00| PAVED SIDE DITCH, REMOVE | | | 0008 202-05532 119.400 m2 | 5.50000 656.70| 5.00000 597.00| OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0009 202-51133 20.000 m | 23.00000 460.00| 45.00000 900.00| RAILING, REMOVE | | | 0010 202-51328 LUMP| 21400.00000 21400.00| 45536.13000 45536.13| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 420.000 m2 | 9.50000 3990.00| 9.00000 3780.00| SURFACE MILLING, ASPHALT | | | 0012 202-60822 119.400 m2 | 4.60000 549.24| 5.00000 597.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 175.000 m3 | 28.00000 4900.00| 32.00000 5600.00| EXCAVATION, COMMON | | | 0014 205-02224 450.000 m | 6.50000 2925.00| 6.40000 2880.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 499 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,668.77 ROUTE : SR 49 CALL ORDER : 499 CONTRACT ID : B -25236-B COUNTIES : PORTER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 | |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52308 80.000 Mg | 21.00000 1680.00| 28.00000 2240.00| COMPACTED AGGREGATE, O, 53 | | | 0016 303-52309 115.000 Mg | 21.00000 2415.00| 42.00000 4830.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 402-05477 35.000 Mg | 110.00000 3850.00| 98.00000 3430.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 220.000 Mg | 56.00000 12320.00| 53.00000 11660.00| HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05487 100.000 Mg | 75.00000 7500.00| 71.00000 7100.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0020 402-05490 45.000 Mg | 110.00000 4950.00| 100.00000 4500.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0021 406-05521 2225.000 m2 | 0.35000 778.75| 0.30000 667.50| ASPHALT FOR TACK COAT | | | 0022 501-04771 LUMP| 1100.00000 1100.00| 400.00000 400.00| CORING CONCRETE PAVEMENT | | | 0023 503-05310 27.000 m | 365.00000 9855.00| 225.00000 6075.00| TERMINAL JOINT | | | 0024 601-01522 4.000 EACH| 1350.00000 5400.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-04746 2.000 EACH| 5400.00000 10800.00| 5100.00000 10200.00| ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-94689 4.000 EACH| 3500.00000 14000.00| 3300.00000 13200.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 2300.00000 2300.00| 2100.00000 2100.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 182.880 m | 38.00000 6949.44| 36.00000 6583.68| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06639 145.000 m | 98.00000 14210.00| 60.00000 8700.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06729 4.000 EACH| 8.50000 34.00| 12.00000 48.00| BARRIER DELINEATOR | | | 0031 610-06257 219.200 m2 | 59.00000 12932.80| 50.00000 10960.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-02320 390.000 m2 | 5.20000 2028.00| 3.00000 1170.00| GEOTEXTILES | | | 0033 616-06405 250.000 Mg | 31.00000 7750.00| 35.00000 8750.00| RIPRAP, REVETMENT | | | 0034 621-06574 310.000 m2 | 14.50000 4495.00| 13.34000 4135.40| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 499 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,668.77 ROUTE : SR 49 CALL ORDER : 499 CONTRACT ID : B -25236-B COUNTIES : PORTER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 | |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 702-04433 8.000 EACH| 165.00000 1320.00| 50.00000 400.00| FLOOR DRAIN, PVC, 150 mm | | | 0036 702-51863 144.000 EACH| 11.00000 1584.00| 10.00000 1440.00| FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-01540 58.000 EACH| 16.00000 928.00| 13.00000 754.00| THREADED TIE BAR ASSEMBLY | | | 0038 703-51030 2708.000 kg | 1.60000 4332.80| 1.60000 4332.80| REINFORCING STEEL | | | 0039 703-51032 2818.000 kg | 1.75000 4931.50| 1.70000 4790.60| REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 4.000 m3 | 850.00000 3400.00| 2800.00000 11200.00| CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-05732 4.000 EACH| 1450.00000 5800.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51025 18.600 m | 155.00000 2883.00| 240.00000 4464.00| CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| SURFACE SEAL | | | 0044 710-51870 1.000 m2 | 820.00000 820.00| 500.00000 500.00| REPOINTING MASONRY IN STRUCTURES | | | 0045 722-51842 125.200 m2 | 110.00000 13772.00| 80.00000 10016.00| BRIDGE DECK OVERLAY | | | 0046 722-51846 3.000 m3 | 395.00000 1185.00| 395.00000 1185.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 6.000 m2 | 155.00000 930.00| 500.00000 3000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 801-01851 LUMP| 18500.00000 18500.00| 17000.00000 17000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0049 801-06207 1770.000 m | 2.90000 5133.00| 2.88000 5097.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06218 8.000 m | 18.50000 148.00| 17.10000 136.80| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0051 801-06606 4.000 EACH| 95.00000 380.00| 78.00000 312.00| BARRICADE, IIIB | | | 0052 801-06640 20.000 EACH| 95.00000 1900.00| 67.00000 1340.00| CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH| 26.00000 156.00| 23.00000 138.00| CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 15000.00000 15000.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 499 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,668.77 ROUTE : SR 49 CALL ORDER : 499 CONTRACT ID : B -25236-B COUNTIES : PORTER LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-0918397 | |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-97643 280.000 m | 7.80000 2184.00| 6.95000 1946.00| TEMPORARY BUZZ STRIPS | | | 0056 808-06713 440.000 m | 0.50000 220.00| 0.43000 189.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06716 293.000 m | 1.55000 454.15| 1.38000 404.34| LINE, REMOVE | | | 0058 808-75240 60.000 m | 2.60000 156.00| 2.34000 140.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0059 808-75996 5.000 EACH| 24.00000 120.00| 10.00000 50.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 5.000 EACH| 120.00000 600.00| 60.00000 300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 284,422.38| $ 288,076.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 284,422.38| $ 288,076.45| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,888.47 ROUTE : SR 55 CALL ORDER : 501 CONTRACT ID : B -25237-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3745005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 307,649.92 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 307,929.92 100.0910% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 346,633.49 112.6714% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 393,746.99 127.9854% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-0918397 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 750.00000 4500.00| 1600.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 4000.00000 4000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 180.000 m2 | 23.00000 4140.00| 20.00000 3600.00| 14.00000 2520.00 PAVEMENT, REMOVE | | | 0007 202-02241 170.000 m | 12.50000 2125.00| 12.00000 2040.00| 11.00000 1870.00 GUARDRAIL, REMOVE | | | 0009 202-51133 45.000 m | 33.00000 1485.00| 14.00000 630.00| 15.00000 675.00 RAILING, REMOVE | | | 0010 202-51328 LUMP| 30000.00000 30000.00| 51000.00000 51000.00| 93344.35000 93344.35 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 440.000 m2 | 7.00000 3080.00| 5.00000 2200.00| 9.00000 3960.00 SURFACE MILLING, ASPHALT | | | 0012 202-60822 258.000 m2 | 7.00000 1806.00| 10.50000 2709.00| 12.00000 3096.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 100.000 m3 | 15.72000 1572.00| 34.00000 3400.00| 20.00000 2000.00 EXCAVATION, COMMON | | | 0014 205-02224 320.000 m | 6.50000 2080.00| 6.00000 1920.00| 5.80000 1856.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 213-52830 4.000 m3 | 196.00000 784.00| 200.00000 800.00| 110.00000 440.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,888.47 ROUTE : SR 55 CALL ORDER : 501 CONTRACT ID : B -25237-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-0918397 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-52308 68.000 Mg | 22.06000 1500.08| 22.00000 1496.00| 30.00000 2040.00 COMPACTED AGGREGATE, O, 53 | | | 0017 303-52309 80.000 Mg | 22.00000 1760.00| 24.00000 1920.00| 35.00000 2800.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 402-05477 40.000 Mg | 95.00000 3800.00| 83.00000 3320.00| 110.00000 4400.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 120.000 Mg | 100.00000 12000.00| 63.00000 7560.00| 70.00000 8400.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05487 85.000 Mg | 75.00000 6375.00| 68.00000 5780.00| 78.00000 6630.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0021 402-05490 40.000 Mg | 90.00000 3600.00| 83.00000 3320.00| 110.00000 4400.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0022 406-05521 1415.000 m2 | 1.20000 1698.00| 1.10000 1556.50| 0.35000 495.25 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1344.00000 5376.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01846 1.000 EACH| 1900.00000 1900.00| 1900.00000 1900.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-04746 2.000 EACH| 5750.00000 11500.00| 5400.00000 10800.00| 5200.00000 10400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-94689 3.000 EACH| 3696.00000 11088.00| 3500.00000 10500.00| 3300.00000 9900.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 121.920 m | 41.00000 4998.72| 38.50000 4693.92| 37.00000 4511.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 120.000 m | 82.00000 9840.00| 95.00000 11400.00| 65.00000 7800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06729 6.000 EACH| 15.00000 90.00| 8.30000 49.80| 8.00000 48.00 BARRIER DELINEATOR | | | 0030 610-06257 175.200 m2 | 56.34000 9870.77| 55.00000 9636.00| 55.00000 9636.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 616-02320 440.000 m2 | 4.78000 2103.20| 4.50000 1980.00| 3.00000 1320.00 GEOTEXTILES | | | 0032 616-05688 250.000 Mg | 52.00000 13000.00| 38.00000 9500.00| 35.00000 8750.00 RIPRAP, CLASS 1 | | | 0033 616-06405 120.000 Mg | 30.80000 3696.00| 33.00000 3960.00| 30.00000 3600.00 RIPRAP, REVETMENT | | | 0034 619-93790 LUMP| 12500.00000 12500.00| 8500.00000 8500.00| 7000.00000 7000.00 CLEAN AND EPOXY COAT EXISTING PILES | | | 0035 621-06575 260.000 m2 | 20.00000 5200.00| 17.50000 4550.00| 16.25000 4225.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,888.47 ROUTE : SR 55 CALL ORDER : 501 CONTRACT ID : B -25237-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-0918397 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 703-01540 22.000 EACH| 14.00000 308.00| 18.00000 396.00| 13.00000 286.00 THREADED TIE BAR ASSEMBLY | | | 0037 703-51030 2176.000 kg | 1.20000 2611.20| 1.70000 3699.20| 1.55000 3372.80 REINFORCING STEEL | | | 0038 703-51032 5986.000 kg | 1.25000 7482.50| 1.75000 10475.50| 1.65000 9876.90 REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 18.200 m3 | 892.86000 16250.06| 750.00000 13650.00| 1500.00000 27300.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 4.000 EACH| 1400.00000 5600.00| 1220.00000 4880.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51025 42.400 m | 198.12000 8400.29| 135.00000 5724.00| 175.00000 7420.00 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 4200.00000 4200.00| 5500.00000 5500.00| 3900.00000 3900.00 SURFACE SEAL | | | 0043 722-51401 5.000 m2 | 108.00000 540.00| 450.00000 2250.00| 400.00000 2000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 284.200 m2 | 60.00000 17052.00| 75.00000 21315.00| 50.00000 14210.00 BRIDGE DECK OVERLAY | | | 0045 722-51846 1.000 m3 | 395.00000 395.00| 395.00000 395.00| 395.00000 395.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 15.000 m2 | 75.13000 1126.95| 115.00000 1725.00| 150.00000 2250.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 801-01851 LUMP| 20000.00000 20000.00| 18500.00000 18500.00| 15000.00000 15000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0048 801-06207 1725.000 m | 3.40000 5865.00| 2.90000 5002.50| 2.59000 4467.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06218 8.000 m | 25.00000 200.00| 16.00000 128.00| 14.95000 119.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0050 801-06606 4.000 EACH| 100.00000 400.00| 90.00000 360.00| 75.00000 300.00 BARRICADE, IIIB | | | 0051 801-06640 20.000 EACH| 100.00000 2000.00| 85.00000 1700.00| 59.00000 1180.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 6.000 EACH| 60.00000 360.00| 27.00000 162.00| 24.00000 144.00 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0054 808-06712 50.000 m | 2.97000 148.50| 0.70000 35.00| 0.64000 32.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 245.000 m | 2.97000 727.65| 0.70000 171.50| 0.64000 156.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 501 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,888.47 ROUTE : SR 55 CALL ORDER : 501 CONTRACT ID : B -25237-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-0918397 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 808-06716 300.000 m | 2.55000 765.00| 1.50000 450.00| 1.32000 396.00 LINE, REMOVE | | | 0057 808-75996 5.000 EACH| 50.00000 250.00| 18.00000 90.00| 12.00000 60.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 5.000 EACH| 200.00000 1000.00| 180.00000 900.00| 150.00000 750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 307,649.92| $ 307,929.92| $ 346,633.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,649.92| $ 307,929.92| $ 346,633.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 501 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,888.47 ROUTE : SR 55 CALL ORDER : 501 CONTRACT ID : B -25237-A COUNTIES : LAKE LETTING DATE : 02/13/01 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 REHABILITATION | | | 0001 105-06790 6.000 MOS | 2500.00000 15000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 180.000 m2 | 25.00000 4500.00| | PAVEMENT, REMOVE | | | 0007 202-02241 170.000 m | 11.00000 1870.00| | GUARDRAIL, REMOVE | | | 0009 202-51133 45.000 m | 10.00000 450.00| | RAILING, REMOVE | | | 0010 202-51328 LUMP| 56000.00000 56000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 440.000 m2 | 2.50000 1100.00| | SURFACE MILLING, ASPHALT | | | 0012 202-60822 258.000 m2 | 15.00000 3870.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 100.000 m3 | 40.00000 4000.00| | EXCAVATION, COMMON | | | 0014 205-02224 320.000 m | 5.80000 1856.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 213-52830 4.000 m3 | 500.00000 2000.00| | FLOWABLE MORTAR | | | 0016 303-52308 68.000 Mg | 25.00000 1700.00| | COMPACTED AGGREGATE, O, 53 | | | 0017 303-52309 80.000 Mg | 30.00000 2400.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 402-05477 40.000 Mg | 80.00000 3200.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 120.000 Mg | 60.00000 7200.00| | HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05487 85.000 Mg | 65.00000 5525.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0021 402-05490 40.000 Mg | 80.00000 3200.00| | HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 501 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,888.47 ROUTE : SR 55 CALL ORDER : 501 CONTRACT ID : B -25237-A COUNTIES : LAKE LETTING DATE : 02/13/01 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 406-05521 1415.000 m2 | 1.00000 1415.00| | ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01846 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-04746 2.000 EACH| 5200.00000 10400.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-94689 3.000 EACH| 3300.00000 9900.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 121.920 m | 37.00000 4511.04| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 120.000 m | 70.00000 8400.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06729 6.000 EACH| 10.00000 60.00| | BARRIER DELINEATOR | | | 0030 610-06257 175.200 m2 | 65.00000 11388.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 616-02320 440.000 m2 | 5.00000 2200.00| | GEOTEXTILES | | | 0032 616-05688 250.000 Mg | 110.00000 27500.00| | RIPRAP, CLASS 1 | | | 0033 616-06405 120.000 Mg | 35.00000 4200.00| | RIPRAP, REVETMENT | | | 0034 619-93790 LUMP| 10800.00000 10800.00| | CLEAN AND EPOXY COAT EXISTING PILES | | | 0035 621-06575 260.000 m2 | 16.25000 4225.00| | SODDING, NURSERY | | | 0036 703-01540 22.000 EACH| 15.00000 330.00| | THREADED TIE BAR ASSEMBLY | | | 0037 703-51030 2176.000 kg | 2.00000 4352.00| | REINFORCING STEEL | | | 0038 703-51032 5986.000 kg | 2.50000 14965.00| | REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 18.200 m3 | 1250.00000 22750.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-05732 4.000 EACH| 1250.00000 5000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51025 42.400 m | 200.00000 8480.00| | CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 501 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 303,888.47 ROUTE : SR 55 CALL ORDER : 501 CONTRACT ID : B -25237-A COUNTIES : LAKE LETTING DATE : 02/13/01 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 709-51821 LUMP| 3900.00000 3900.00| | SURFACE SEAL | | | 0043 722-51401 5.000 m2 | 650.00000 3250.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 284.200 m2 | 90.00000 25578.00| | BRIDGE DECK OVERLAY | | | 0045 722-51846 1.000 m3 | 395.00000 395.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 15.000 m2 | 125.00000 1875.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 801-01851 LUMP| 16840.00000 16840.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0048 801-06207 1725.000 m | 2.59000 4467.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06218 8.000 m | 14.95000 119.60| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0050 801-06606 4.000 EACH| 75.00000 300.00| | BARRICADE, IIIB | | | 0051 801-06640 20.000 EACH| 59.00000 1180.00| | CONSTRUCTION SIGN, A | | | 0052 801-06645 6.000 EACH| 24.00000 144.00| | CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 12000.00000 12000.00| | MAINTAINING TRAFFIC | | | 0054 808-06712 50.000 m | 0.64000 32.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 245.000 m | 0.64000 156.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06716 300.000 m | 1.32000 396.00| | LINE, REMOVE | | | 0057 808-75996 5.000 EACH| 12.16000 60.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 5.000 EACH| 161.00000 805.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 393,746.99| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 393,746.99| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,168.76 ROUTE : CR 600N CALL ORDER : 511 CONTRACT ID : B -25278-A COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9927017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 498,506.66 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 526,008.80 105.5169% 3 35-1057237 MCCOY, R.L., INC. $ 567,335.58 113.8070% 4 35-1609544 SCHUTT-LOOKABILL CO $ 633,572.44 127.0940% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1057237 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 9.000 MOS | 1247.95000 11231.55| 1000.00000 9000.00| 900.00000 8100.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6812.66000 6812.66| 13000.00000 13000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24925.33000 24925.33| 15500.00000 15500.00| 28300.00000 28300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7200.00000 7200.00| 7560.00000 7560.00| 7600.00000 7600.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 8866.00000 8866.00| 12440.00000 12440.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 230.000 m2 | 6.00000 1380.00| 9.30000 2139.00| 9.00000 2070.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 4195.000 m3 | 13.00000 54535.00| 13.65000 57261.75| 13.00000 54535.00 EXCAVATION, COMMON | | | 0008 203-02070 1969.000 m3 | 16.00000 31504.00| 16.80000 33079.20| 26.00000 51194.00 BORROW | | | 0009 203-06499 3154.000 m2 | 8.50000 26809.00| 8.90000 28070.60| 8.50000 26809.00 SUBGRADE TREATMENT | | | 0010 205-02224 470.000 m | 5.06000 2378.20| 5.31000 2495.70| 5.50000 2585.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 68.400 m | 30.00000 2052.00| 31.50000 2154.60| 30.00000 2052.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 1.000 EACH| 90.00000 90.00| 94.50000 94.50| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,168.76 ROUTE : CR 600N CALL ORDER : 511 CONTRACT ID : B -25278-A COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1057237 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 28.600 m3 | 200.00000 5720.00| 110.00000 3146.00| 100.00000 2860.00 FLOWABLE MORTAR | | | 0014 303-52308 2719.000 Mg | 13.37000 36353.03| 13.65000 37114.35| 13.00000 35347.00 COMPACTED AGGREGATE, O, 53 | | | 0015 401-06264 LUMP| 600.00000 600.00| 630.00000 630.00| 600.00000 600.00 PROFILOGRAPH, HMA | | | 0016 402-05474 1028.400 Mg | 37.50000 38565.00| 39.35000 40467.54| 37.50000 38565.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 356.700 Mg | 50.00000 17835.00| 52.50000 18726.75| 50.00000 17835.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 105.400 Mg | 71.65000 7551.91| 75.20000 7926.08| 71.65000 7551.91 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 572.000 m2 | 4.45000 2545.40| 4.67000 2671.24| 4.45000 2545.40 SEAL COAT, 2 | | | 0020 406-05521 8216.000 m2 | 0.04000 328.64| 0.05000 410.80| 0.04000 328.64 ASPHALT FOR TACK COAT | | | 0021 601-01625 2.000 EACH| 1200.00000 2400.00| 1365.00000 2730.00| 1300.00000 2600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 1.000 EACH| 1400.00000 1400.00| 1575.00000 1575.00| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 3.000 EACH| 500.00000 1500.00| 525.00000 1575.00| 500.00000 1500.00 GUARDRAIL END TREATMENT, I | | | 0024 601-06374 4.000 EACH| 1000.00000 4000.00| 1050.00000 4200.00| 1000.00000 4000.00 GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-99105 40.010 m | 35.00000 1400.35| 36.75000 1470.37| 35.00000 1400.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 30.000 m | 55.00000 1650.00| 57.75000 1732.50| 55.00000 1650.00 FENCE, FARM FIELD, 1190 mm | | | 0027 610-06257 176.200 m2 | 45.00000 7929.00| 52.00000 9162.40| 72.00000 12686.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 615-06490 15.000 EACH| 140.00000 2100.00| 147.00000 2205.00| 140.00000 2100.00 RIGHT OF WAY MARKER | | | 0029 616-02320 1206.000 m2 | 2.00000 2412.00| 2.10000 2532.60| 2.00000 2412.00 GEOTEXTILES | | | 0030 616-06405 456.000 Mg | 25.00000 11400.00| 26.00000 11856.00| 22.00000 10032.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 385.00000 770.00| 404.25000 808.50| 385.00000 770.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,168.76 ROUTE : CR 600N CALL ORDER : 511 CONTRACT ID : B -25278-A COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1057237 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01371 69.600 kg | 9.10000 633.36| 9.56000 665.38| 9.10000 633.36 SEED MIXTURE, LEGUME, 2 | | | 0033 621-01882 101.700 kg | 5.68000 577.66| 5.96000 606.13| 5.68000 577.66 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0034 621-06545 1.200 Mg | 661.00000 793.20| 694.05000 832.86| 661.00000 793.20 FERTILIZER | | | 0035 621-06548 2.500 kg | 55.00000 137.50| 57.75000 144.38| 55.00000 137.50 SEED MIXTURE, CV | | | 0036 621-06553 219.200 kg | 6.64000 1455.49| 6.97000 1527.82| 6.64000 1455.49 SEED MIXTURE, R | | | 0037 621-06565 10.300 Mg | 1041.00000 10722.30| 1093.05000 11258.42| 1041.00000 10722.30 MULCHING MATERIAL | | | 0038 621-06567 8.900 kL | 0.53000 4.72| 0.56000 4.98| 0.53000 4.72 WATER | | | 0039 621-06575 492.000 m2 | 4.52000 2223.84| 4.75000 2337.00| 4.52000 2223.84 SODDING, NURSERY | | | 0040 622-52436 8.000 EACH| 20.00000 160.00| 21.00000 168.00| 25.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 701-51190 198.000 m | 68.00000 13464.00| 85.00000 16830.00| 98.00000 19404.00 PILE, STEEL H, HP 250 X 62 | | | 0042 701-97805 36.000 m | 160.00000 5760.00| 170.00000 6120.00| 248.00000 8928.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0043 702-92857 22.000 m3 | 400.00000 8800.00| 455.00000 10010.00| 450.00000 9900.00 CONCRETE, C, SUBSTRUCTURE | | | 0044 703-51030 2500.000 kg | 1.12000 2800.00| 1.10000 2750.00| 1.30000 3250.00 REINFORCING STEEL | | | 0045 703-51032 16957.000 kg | 1.25000 21196.25| 1.23000 20857.11| 1.35000 22891.95 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 123.200 m3 | 300.00000 36960.00| 440.00000 54208.00| 450.00000 55440.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-91957 53.400 m | 157.78000 8425.45| 152.25000 8130.15| 150.00000 8010.00 BRIDGE RAILING, THRIE BEAM , TS-1 | | | 0048 709-51821 LUMP| 1186.96000 1186.96| 1700.00000 1700.00| 1600.00000 1600.00 SURFACE SEAL | | | 0049 713-91028 LUMP| 40600.00000 40600.00| 34900.00000 34900.00| 42000.00000 42000.00 TEMPORARY RUNAROUND ,TYPE B | | | 0050 715-05125 18.900 m | 170.00000 3213.00| 178.00000 3364.20| 170.00000 3213.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0051 715-46030 2.000 EACH| 250.00000 500.00| 262.50000 525.00| 250.00000 500.00 PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,168.76 ROUTE : CR 600N CALL ORDER : 511 CONTRACT ID : B -25278-A COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1057237 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-04308 5.000 EACH| 375.00000 1875.00| 273.00000 1365.00| 375.00000 1875.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06203 2726.000 m | 0.44000 1199.44| 0.35000 954.10| 0.44000 1199.44 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 868.000 m | 3.20000 2777.60| 3.15000 2734.20| 3.20000 2777.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06605 10.000 EACH| 115.00000 1150.00| 100.00000 1000.00| 115.00000 1150.00 BARRICADE, IIIA | | | 0056 801-06625 24.000 EACH| 80.00000 1920.00| 94.50000 2268.00| 80.00000 1920.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 14.000 EACH| 115.00000 1610.00| 89.25000 1249.50| 115.00000 1610.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 10.000 EACH| 45.00000 450.00| 36.75000 367.50| 45.00000 450.00 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 827.00000 827.00| 2750.00000 2750.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0060 802-05701 21.100 m | 40.00000 844.00| 42.00000 886.20| 40.00000 844.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-76035 5.020 m2 | 146.00000 732.92| 157.00000 788.14| 146.00000 732.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 808-06713 2730.000 m | 0.19000 518.70| 0.17000 464.10| 0.19000 518.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 2730.000 m | 0.19000 518.70| 0.17000 464.10| 0.19000 518.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-06726 20.500 m | 11.00000 225.50| 2.10000 43.05| 11.00000 225.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 498,506.66| $ 526,008.80| $ 567,335.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,506.66| $ 526,008.80| $ 567,335.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 511 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,168.76 ROUTE : CR 600N CALL ORDER : 511 CONTRACT ID : B -25278-A COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 9.000 MOS | 1600.00000 14400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 19000.00000 19000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31650.00000 31650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 48618.00000 48618.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 230.000 m2 | 8.00000 1840.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 4195.000 m3 | 9.00000 37755.00| | EXCAVATION, COMMON | | | 0008 203-02070 1969.000 m3 | 13.00000 25597.00| | BORROW | | | 0009 203-06499 3154.000 m2 | 4.00000 12616.00| | SUBGRADE TREATMENT | | | 0010 205-02224 470.000 m | 6.07000 2852.90| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 68.400 m | 9.00000 615.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 1.000 EACH| 108.00000 108.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 213-52830 28.600 m3 | 125.00000 3575.00| | FLOWABLE MORTAR | | | 0014 303-52308 2719.000 Mg | 15.60000 42416.40| | COMPACTED AGGREGATE, O, 53 | | | 0015 401-06264 LUMP| 720.00000 720.00| | PROFILOGRAPH, HMA | | | 0016 402-05474 1028.400 Mg | 45.00000 46278.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 356.700 Mg | 60.00000 21402.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 105.400 Mg | 85.98000 9062.29| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 511 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,168.76 ROUTE : CR 600N CALL ORDER : 511 CONTRACT ID : B -25278-A COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 404-05511 572.000 m2 | 5.34000 3054.48| | SEAL COAT, 2 | | | 0020 406-05521 8216.000 m2 | 0.05000 410.80| | ASPHALT FOR TACK COAT | | | 0021 601-01625 2.000 EACH| 1470.00000 2940.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 1.000 EACH| 1890.00000 1890.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 3.000 EACH| 690.00000 2070.00| | GUARDRAIL END TREATMENT, I | | | 0024 601-06374 4.000 EACH| 700.00000 2800.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-99105 40.010 m | 48.00000 1920.48| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 30.000 m | 44.40000 1332.00| | FENCE, FARM FIELD, 1190 mm | | | 0027 610-06257 176.200 m2 | 65.00000 11453.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 615-06490 15.000 EACH| 132.00000 1980.00| | RIGHT OF WAY MARKER | | | 0029 616-02320 1206.000 m2 | 2.00000 2412.00| | GEOTEXTILES | | | 0030 616-06405 456.000 Mg | 20.00000 9120.00| | RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 462.00000 924.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 69.600 kg | 10.92000 760.03| | SEED MIXTURE, LEGUME, 2 | | | 0033 621-01882 101.700 kg | 6.82000 693.59| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0034 621-06545 1.200 Mg | 793.20000 951.84| | FERTILIZER | | | 0035 621-06548 2.500 kg | 66.00000 165.00| | SEED MIXTURE, CV | | | 0036 621-06553 219.200 kg | 7.97000 1747.02| | SEED MIXTURE, R | | | 0037 621-06565 10.300 Mg | 1249.20000 12866.76| | MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 511 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,168.76 ROUTE : CR 600N CALL ORDER : 511 CONTRACT ID : B -25278-A COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06567 8.900 kL | 0.67000 5.96| | WATER | | | 0039 621-06575 492.000 m2 | 5.42000 2666.64| | SODDING, NURSERY | | | 0040 622-52436 8.000 EACH| 24.00000 192.00| | SIGN, DO NOT MOW OR SPRAY | | | 0041 701-51190 198.000 m | 99.00000 19602.00| | PILE, STEEL H, HP 250 X 62 | | | 0042 701-97805 36.000 m | 264.00000 9504.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0043 702-92857 22.000 m3 | 420.00000 9240.00| | CONCRETE, C, SUBSTRUCTURE | | | 0044 703-51030 2500.000 kg | 1.01000 2525.00| | REINFORCING STEEL | | | 0045 703-51032 16957.000 kg | 1.25000 21196.25| | REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 123.200 m3 | 581.92000 71692.54| | CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-91957 53.400 m | 129.60000 6920.64| | BRIDGE RAILING, THRIE BEAM , TS-1 | | | 0048 709-51821 LUMP| 1433.00000 1433.00| | SURFACE SEAL | | | 0049 713-91028 LUMP| 73812.00000 73812.00| | TEMPORARY RUNAROUND ,TYPE B | | | 0050 715-05125 18.900 m | 130.38000 2464.18| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0051 715-46030 2.000 EACH| 425.00000 850.00| | PIPE END SECTION, 750 mm | | | 0052 801-04308 5.000 EACH| 312.00000 1560.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06203 2726.000 m | 0.40000 1090.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 868.000 m | 3.73000 3237.64| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06605 10.000 EACH| 114.00000 1140.00| | BARRICADE, IIIA | | | 0056 801-06625 24.000 EACH| 108.00000 2592.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 14.000 EACH| 102.00000 1428.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 511 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,168.76 ROUTE : CR 600N CALL ORDER : 511 CONTRACT ID : B -25278-A COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06645 10.000 EACH| 42.00000 420.00| | CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC | | | 0060 802-05701 21.100 m | 48.00000 1012.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-76035 5.020 m2 | 180.00000 903.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 808-06713 2730.000 m | 0.19000 518.70| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 2730.000 m | 0.19000 518.70| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-06726 20.500 m | 2.40000 49.20| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 633,572.44| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 633,572.44| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0432018 0432018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 1,011,373.31 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,119,685.94 110.7094% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,130,957.03 111.8238% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,154,558.00 114.1574% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,382,842.65 136.7292% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1618530 |HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 780.15000 7021.35| 1500.00000 13500.00| 1200.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 20145.00000 20145.00| 7000.00000 7000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 37725.00000 37725.00| 50000.00000 50000.00| 56000.00000 56000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3326.00000 3326.00| 5000.00000 5000.00| 2800.00000 2800.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 3326.00000 3326.00| 5000.00000 5000.00| 2800.00000 2800.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02240 477.600 m2 | 20.50000 9790.80| 25.00000 11940.00| 20.00000 9552.00 PAVEMENT, REMOVE | | | 0007 202-02241 232.000 m | 6.94000 1610.08| 10.00000 2320.00| 10.00000 2320.00 GUARDRAIL, REMOVE | | | 0008 202-02271 4.000 EACH| 138.00000 552.00| 500.00000 2000.00| 150.00000 600.00 HEADWALL, REMOVE | | | 0009 202-02274 27.500 m | 21.97000 604.18| 15.00000 412.50| 21.00000 577.50 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-02772 2.000 EACH| 243.30000 486.60| 250.00000 500.00| 150.00000 300.00 CASTING, REMOVE | | | 0011 202-51328 LUMP| 104596.00000 104596.00| 100000.00000 100000.00| 49000.00000 49000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0012 202-51328 LUMP| 22623.00000 22623.00| 25000.00000 25000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1618530 |HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51822 311.000 m2 | 12.79000 3977.69| 10.00000 3110.00| 5.50000 1710.50 BRIDGE DECK OVERLAY, REMOVE | | | 0014 202-60820 1243.000 m2 | 2.63000 3269.09| 6.00000 7458.00| 5.50000 6836.50 SURFACE MILLING, ASPHALT | | | 0015 202-60822 311.000 m2 | 6.50000 2021.50| 10.00000 3110.00| 5.50000 1710.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0016 202-93741 8.000 EACH| 121.64000 973.12| 300.00000 2400.00| 110.00000 880.00 GUARD RAIL END TREATMENT, REMOVE | | | 0017 202-96133 14.900 m | 18.53000 276.10| 25.00000 372.50| 40.00000 596.00 PIPE, REMOVE | | | 0018 203-02000 6136.000 m3 | 5.75000 35282.00| 10.00000 61360.00| 12.00000 73632.00 EXCAVATION, COMMON | | | 0019 203-02010 6.000 m3 | 105.33000 631.98| 1000.00000 6000.00| 110.00000 660.00 EXCAVATION, ROCK | | | 0020 205-02229 758.100 m | 8.74000 6625.79| 2.50000 1895.25| 8.50000 6443.85 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 206-51220 25.600 m3 | 15.83000 405.25| 200.00000 5120.00| 330.00000 8448.00 EXCAVATION, WET | | | 0022 206-51225 36.000 m3 | 11.26000 405.36| 15.00000 540.00| 30.00000 1080.00 EXCAVATION, DRY | | | 0023 211-02060 56.800 m3 | 32.33000 1836.34| 25.00000 1420.00| 55.00000 3124.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 213-52830 34.400 m3 | 83.55000 2874.12| 150.00000 5160.00| 120.00000 4128.00 FLOWABLE MORTAR | | | 0025 303-52308 1637.200 Mg | 12.99000 21267.23| 13.00000 21283.60| 21.00000 34381.20 COMPACTED AGGREGATE, O, 53 | | | 0026 402-05473 374.600 Mg | 53.95000 20209.67| 52.33000 19602.81| 49.00000 18355.40 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0027 402-05477 240.400 Mg | 64.97000 15618.79| 68.07000 16364.02| 63.00000 15145.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05481 1002.400 Mg | 37.87000 37960.89| 38.10000 38191.44| 36.00000 36086.40 HMA BASE 25.0 mm, SHOULDER | | | 0029 402-05490 640.000 Mg | 51.45000 32928.00| 51.46000 32934.40| 48.00000 30720.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0030 406-05521 2468.000 m2 | 0.05000 123.40| 0.07000 172.76| 0.10000 246.80 ASPHALT FOR TACK COAT | | | 0031 601-01522 8.000 EACH| 1207.50000 9660.00| 1265.00000 10120.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01700 4.000 EACH| 1732.50000 6930.00| 1815.00000 7260.00| 1650.00000 6600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1618530 |HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-04746 6.000 EACH| 5880.00000 35280.00| 6160.00000 36960.00| 6000.00000 36000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-94689 4.000 EACH| 3307.50000 13230.00| 3465.00000 13860.00| 2900.00000 11600.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 1535.400 m | 33.08000 50791.03| 34.65000 53201.61| 31.00000 47597.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 602-06639 329.000 m | 65.86000 21667.94| 75.00000 24675.00| 85.00000 27965.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06646 402.000 m | 60.95000 24501.90| 75.00000 30150.00| 85.00000 34170.00 TEMPORARY CONCRETE BARRIER | | | 0038 602-06729 26.000 EACH| 21.00000 546.00| 10.00000 260.00| 10.50000 273.00 BARRIER DELINEATOR | | | 0039 610-06257 545.800 m2 | 46.30000 25270.54| 70.00000 38206.00| 60.00000 32748.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0040 616-02320 457.100 m2 | 2.89000 1321.02| 4.00000 1828.40| 5.00000 2285.50 GEOTEXTILES | | | 0041 616-05688 211.300 Mg | 37.44000 7911.07| 35.00000 7395.50| 45.00000 9508.50 RIPRAP, CLASS 1 | | | 0042 616-05689 300.000 Mg | 61.32000 18396.00| 40.00000 12000.00| 50.00000 15000.00 RIPRAP, CLASS 2 | | | 0043 616-06405 838.000 Mg | 17.48000 14648.24| 16.00000 13408.00| 24.00000 20112.00 RIPRAP, REVETMENT | | | 0044 616-95754 94.600 m | 51.95000 4914.47| 10.00000 946.00| 20.00000 1892.00 PAVED SIDE DITCH, BREAK | | | 0045 621-01004 1.000 EACH| 682.50000 682.50| 725.00000 725.00| 695.00000 695.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06559 6400.000 m2 | 0.49000 3136.00| 0.54000 3456.00| 0.50000 3200.00 MULCHED SEEDING, R | | | 0047 621-06574 776.300 m2 | 4.96000 3850.45| 4.35000 3376.90| 5.00000 3881.50 SODDING | | | 0048 701-05561 7.100 m | 456.75000 3242.93| 1000.00000 7100.00| 1000.00000 7100.00 DRILLED SHAFT | | | 0049 701-05670 0.600 m | 1890.00000 1134.00| 3500.00000 2100.00| 1750.00000 1050.00 DRILLED ROCK SOCKET | | | 0050 701-05672 LUMP| 3150.00000 3150.00| 4500.00000 4500.00| 13500.00000 13500.00 MOBILIZTION AND DEMOBILIZATION FOR | | | DRILLED SHAFT , STR NO 1 | | | 0051 702-03607 1.000 EACH| 525.00000 525.00| 600.00000 600.00| 600.00000 600.00 CORED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1618530 |HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 702-04433 1.000 EACH| 57.25000 57.25| 600.00000 600.00| 300.00000 300.00 FLOOR DRAIN, PVC, 150 mm | | | 0053 702-51005 45.000 m3 | 416.08000 18723.60| 750.00000 33750.00| 1200.00000 54000.00 CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51015 5.000 m3 | 539.59000 2697.95| 1000.00000 5000.00| 600.00000 3000.00 CONCRETE, B, FOOTINGS | | | 0055 702-51863 266.000 EACH| 9.30000 2473.80| 7.00000 1862.00| 7.00000 1862.00 FIELD DRILLED HOLE IN CONCRETE | | | 0056 703-01540 20.000 EACH| 11.31000 226.20| 15.00000 300.00| 24.00000 480.00 THREADED TIE BAR ASSEMBLY | | | 0057 703-51030 14095.000 kg | 0.92000 12967.40| 1.25000 17618.75| 1.15000 16209.25 REINFORCING STEEL | | | 0058 703-51032 23613.000 kg | 1.06000 25029.78| 1.35000 31877.55| 1.35000 31877.55 REINFORCING STEEL, EPOXY COATED | | | 0059 703-97936 489.000 EACH| 16.25000 7946.25| 15.00000 7335.00| 16.00000 7824.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0060 704-51002 246.000 m3 | 468.91000 115351.86| 450.00000 110700.00| 500.00000 123000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 8.000 EACH| 1050.00000 8400.00| 1000.00000 8000.00| 1300.00000 10400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0063 708-51813 10.000 m2 | 846.30000 8463.00| 1000.00000 10000.00| 850.00000 8500.00 PNEUMATICALLY PLACED MORTAR | | | 0064 709-51821 LUMP| 4725.00000 4725.00| 7000.00000 7000.00| 4750.00000 4750.00 SURFACE SEAL , STR NO 1 | | | 0065 709-51821 LUMP| 2131.50000 2131.50| 2500.00000 2500.00| 2100.00000 2100.00 SURFACE SEAL , STR NO 2 | | | 0066 711-94837 LUMP| 13734.16000 13734.16| 25000.00000 25000.00| 15000.00000 15000.00 JACKING AND SUPPORTING CONCRETE SLAB , | | | STR NO 2 | | | 0067 715-05171 12.200 m | 88.11000 1074.94| 100.00000 1220.00| 100.00000 1220.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0068 715-05175 11.800 m | 108.37000 1278.77| 130.00000 1534.00| 140.00000 1652.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0069 715-46010 2.000 EACH| 193.33000 386.66| 250.00000 500.00| 425.00000 850.00 PIPE END SECTION, 450 mm | | | 0070 715-46030 2.000 EACH| 339.01000 678.02| 400.00000 800.00| 650.00000 1300.00 PIPE END SECTION, 750 mm | | | 0071 722-51842 319.000 m2 | 55.10000 17576.90| 50.00000 15950.00| 70.00000 22330.00 BRIDGE DECK OVERLAY | | | 0072 722-51846 4.100 m3 | 395.00000 1619.50| 395.00000 1619.50| 395.00000 1619.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1618530 |HENDERSON, H.E., INC. |ROBERTSON, DUNCAN, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 722-51852 64.000 m2 | 104.44000 6684.16| 50.00000 3200.00| 100.00000 6400.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0074 801-01851 LUMP| 14000.00000 14000.00| 25000.00000 25000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 1 | | | 0075 801-01851 LUMP| 14000.00000 14000.00| 25000.00000 25000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 2 | | | 0076 801-04308 6.000 EACH| 336.00000 2016.00| 352.00000 2112.00| 350.00000 2100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06207 5847.000 m | 3.13000 18301.11| 3.28000 19178.16| 3.00000 17541.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0078 801-06606 6.000 EACH| 110.25000 661.50| 115.50000 693.00| 140.00000 840.00 BARRICADE, IIIB | | | 0079 801-06640 70.000 EACH| 99.75000 6982.50| 104.50000 7315.00| 100.00000 7000.00 CONSTRUCTION SIGN, A | | | 0080 801-06645 31.000 EACH| 36.75000 1139.25| 38.50000 1193.50| 35.00000 1085.00 CONSTRUCTION SIGN, B | | | 0081 801-06775 LUMP| 35681.00000 35681.00| 12500.00000 12500.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0082 808-06712 439.000 m | 0.21000 92.19| 0.22000 96.58| 0.32000 140.48 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0083 808-06713 2510.800 m | 0.18000 451.94| 0.20000 502.16| 0.32000 803.46 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-06714 754.800 m | 0.21000 158.51| 0.22000 166.05| 0.32000 241.54 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0085 808-06716 1270.000 m | 1.72000 2184.40| 1.80000 2286.00| 0.85000 1079.50 LINE, REMOVE | | | 0086 808-75998 53.000 EACH| 25.73000 1363.69| 27.00000 1431.00| 30.00000 1590.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0087 706-51025 116.400 m | 110.25000 12833.10| 125.00000 14550.00| 125.00000 14550.00 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 1,011,373.31| $ 1,119,685.94| $ 1,130,957.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,011,373.31| $ 1,119,685.94| $ 1,130,957.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0918397 | |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1500.00000 13500.00| 2400.00000 21600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 9900.00000 9900.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 57600.00000 57600.00| 69000.00000 69000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 1000.00000 1000.00| 7500.00000 7500.00| CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02240 477.600 m2 | 20.00000 9552.00| 30.00000 14328.00| PAVEMENT, REMOVE | | | 0007 202-02241 232.000 m | 10.00000 2320.00| 15.00000 3480.00| GUARDRAIL, REMOVE | | | 0008 202-02271 4.000 EACH| 100.00000 400.00| 600.00000 2400.00| HEADWALL, REMOVE | | | 0009 202-02274 27.500 m | 10.00000 275.00| 30.00000 825.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-02772 2.000 EACH| 50.00000 100.00| 150.00000 300.00| CASTING, REMOVE | | | 0011 202-51328 LUMP| 75000.00000 75000.00| 70000.00000 70000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0012 202-51328 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0013 202-51822 311.000 m2 | 9.50000 2954.50| 13.00000 4043.00| BRIDGE DECK OVERLAY, REMOVE | | | 0014 202-60820 1243.000 m2 | 4.00000 4972.00| 16.00000 19888.00| SURFACE MILLING, ASPHALT | | | 0015 202-60822 311.000 m2 | 4.00000 1244.00| 13.00000 4043.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0016 202-93741 8.000 EACH| 150.00000 1200.00| 400.00000 3200.00| GUARD RAIL END TREATMENT, REMOVE | | | 0017 202-96133 14.900 m | 10.00000 149.00| 80.00000 1192.00| PIPE, REMOVE | | | 0018 203-02000 6136.000 m3 | 9.00000 55224.00| 17.00000 104312.00| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0918397 | |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 203-02010 6.000 m3 | 1000.00000 6000.00| 1100.00000 6600.00| EXCAVATION, ROCK | | | 0020 205-02229 758.100 m | 9.60000 7277.76| 5.15000 3904.22| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 206-51220 25.600 m3 | 1000.00000 25600.00| 1900.00000 48640.00| EXCAVATION, WET | | | 0022 206-51225 36.000 m3 | 20.00000 720.00| 40.00000 1440.00| EXCAVATION, DRY | | | 0023 211-02060 56.800 m3 | 22.00000 1249.60| 52.00000 2953.60| B BORROW FOR STRUCTURE BACKFILL | | | 0024 213-52830 34.400 m3 | 125.00000 4300.00| 90.00000 3096.00| FLOWABLE MORTAR | | | 0025 303-52308 1637.200 Mg | 20.00000 32744.00| 18.00000 29469.60| COMPACTED AGGREGATE, O, 53 | | | 0026 402-05473 374.600 Mg | 53.00000 19853.80| 51.00000 19104.60| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0027 402-05477 240.400 Mg | 68.00000 16347.20| 68.00000 16347.20| HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05481 1002.400 Mg | 60.00000 60144.00| 62.00000 62148.80| HMA BASE 25.0 mm, SHOULDER | | | 0029 402-05490 640.000 Mg | 48.00000 30720.00| 69.00000 44160.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0030 406-05521 2468.000 m2 | 0.06000 148.08| 0.10000 246.80| ASPHALT FOR TACK COAT | | | 0031 601-01522 8.000 EACH| 1265.00000 10120.00| 1150.00000 9200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01700 4.000 EACH| 1815.00000 7260.00| 1650.00000 6600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-04746 6.000 EACH| 6200.00000 37200.00| 5600.00000 33600.00| ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-94689 4.000 EACH| 3465.00000 13860.00| 3150.00000 12600.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 1535.400 m | 34.65000 53201.61| 31.50000 48365.10| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 602-06639 329.000 m | 95.00000 31255.00| 77.00000 25333.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06646 402.000 m | 90.00000 36180.00| 57.00000 22914.00| TEMPORARY CONCRETE BARRIER | | | 0038 602-06729 26.000 EACH| 10.00000 260.00| 7.00000 182.00| BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0918397 | |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 610-06257 545.800 m2 | 65.00000 35477.00| 75.00000 40935.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0040 616-02320 457.100 m2 | 3.50000 1599.85| 3.00000 1371.30| GEOTEXTILES | | | 0041 616-05688 211.300 Mg | 40.00000 8452.00| 43.00000 9085.90| RIPRAP, CLASS 1 | | | 0042 616-05689 300.000 Mg | 50.00000 15000.00| 46.00000 13800.00| RIPRAP, CLASS 2 | | | 0043 616-06405 838.000 Mg | 19.00000 15922.00| 24.00000 20112.00| RIPRAP, REVETMENT | | | 0044 616-95754 94.600 m | 15.00000 1419.00| 14.00000 1324.40| PAVED SIDE DITCH, BREAK | | | 0045 621-01004 1.000 EACH| 750.00000 750.00| 350.00000 350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06559 6400.000 m2 | 0.54000 3456.00| 0.43000 2752.00| MULCHED SEEDING, R | | | 0047 621-06574 776.300 m2 | 5.40000 4192.02| 3.32000 2577.32| SODDING | | | 0048 701-05561 7.100 m | 210.00000 1491.00| 1900.00000 13490.00| DRILLED SHAFT | | | 0049 701-05670 0.600 m | 10000.00000 6000.00| 11000.00000 6600.00| DRILLED ROCK SOCKET | | | 0050 701-05672 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| MOBILIZTION AND DEMOBILIZATION FOR | | | DRILLED SHAFT , STR NO 1 | | | 0051 702-03607 1.000 EACH| 500.00000 500.00| 400.00000 400.00| CORED HOLE IN CONCRETE | | | 0052 702-04433 1.000 EACH| 200.00000 200.00| 200.00000 200.00| FLOOR DRAIN, PVC, 150 mm | | | 0053 702-51005 45.000 m3 | 585.00000 26325.00| 950.00000 42750.00| CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51015 5.000 m3 | 600.00000 3000.00| 800.00000 4000.00| CONCRETE, B, FOOTINGS | | | 0055 702-51863 266.000 EACH| 15.00000 3990.00| 28.00000 7448.00| FIELD DRILLED HOLE IN CONCRETE | | | 0056 703-01540 20.000 EACH| 12.00000 240.00| 17.00000 340.00| THREADED TIE BAR ASSEMBLY | | | 0057 703-51030 14095.000 kg | 1.10000 15504.50| 1.00000 14095.00| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0918397 | |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 703-51032 23613.000 kg | 1.25000 29516.25| 1.15000 27154.95| REINFORCING STEEL, EPOXY COATED | | | 0059 703-97936 489.000 EACH| 15.00000 7335.00| 19.00000 9291.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0060 704-51002 246.000 m3 | 520.00000 127920.00| 700.00000 172200.00| CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 8.000 EACH| 1100.00000 8800.00| 2000.00000 16000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0063 708-51813 10.000 m2 | 970.00000 9700.00| 806.00000 8060.00| PNEUMATICALLY PLACED MORTAR | | | 0064 709-51821 LUMP| 5300.00000 5300.00| 4500.00000 4500.00| SURFACE SEAL , STR NO 1 | | | 0065 709-51821 LUMP| 3450.00000 3450.00| 2030.00000 2030.00| SURFACE SEAL , STR NO 2 | | | 0066 711-94837 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| JACKING AND SUPPORTING CONCRETE SLAB , | | | STR NO 2 | | | 0067 715-05171 12.200 m | 95.00000 1159.00| 92.00000 1122.40| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0068 715-05175 11.800 m | 160.00000 1888.00| 150.00000 1770.00| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0069 715-46010 2.000 EACH| 275.00000 550.00| 275.00000 550.00| PIPE END SECTION, 450 mm | | | 0070 715-46030 2.000 EACH| 450.00000 900.00| 420.00000 840.00| PIPE END SECTION, 750 mm | | | 0071 722-51842 319.000 m2 | 72.00000 22968.00| 70.00000 22330.00| BRIDGE DECK OVERLAY | | | 0072 722-51846 4.100 m3 | 395.00000 1619.50| 395.00000 1619.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0073 722-51852 64.000 m2 | 100.00000 6400.00| 200.00000 12800.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0074 801-01851 LUMP| 20000.00000 20000.00| 44000.00000 44000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 1 | | | 0075 801-01851 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 2 | | | 0076 801-04308 6.000 EACH| 352.00000 2112.00| 320.00000 1920.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06207 5847.000 m | 3.30000 19295.10| 2.98000 17424.06| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 521 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,186,247.90 ROUTE : US 231 CALL ORDER : 521 CONTRACT ID : B -25279-A COUNTIES : PUTNAM LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-0918397 | |HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06606 6.000 EACH| 115.00000 690.00| 105.00000 630.00| BARRICADE, IIIB | | | 0079 801-06640 70.000 EACH| 105.00000 7350.00| 95.00000 6650.00| CONSTRUCTION SIGN, A | | | 0080 801-06645 31.000 EACH| 38.50000 1193.50| 35.00000 1085.00| CONSTRUCTION SIGN, B | | | 0081 801-06775 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0082 808-06712 439.000 m | 0.23000 100.97| 0.20000 87.80| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0083 808-06713 2510.800 m | 0.20000 502.16| 0.17000 426.84| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-06714 754.800 m | 0.23000 173.60| 0.20000 150.96| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0085 808-06716 1270.000 m | 1.80000 2286.00| 1.64000 2082.80| LINE, REMOVE | | | 0086 808-75998 53.000 EACH| 27.00000 1431.00| 24.50000 1298.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0087 706-51025 116.400 m | 120.00000 13968.00| 230.00000 26772.00| CONCRETE, C, RAILING | | | SECTION TOTALS | $ 1,154,558.00| $ 1,382,842.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,154,558.00| $ 1,382,842.65| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/03/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0691102 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 477,855.97 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 497,385.80 104.0869% 3 35-1609544 SCHUTT-LOOKABILL CO $ 505,204.86 105.7232% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 522,401.40 109.3219% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 546,760.84 114.4195% 6 35-1212938 ATLAS EXCAVATING, INC. $ 547,992.25 114.6772% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 561,907.28 117.5892% 8 35-1447641 STRUCTURE CONTRACTORS $ 569,904.35 119.2627% 9 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 572,593.34 119.8255% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1609544 |PRIMCO, INC. |MCCOY, R.L., INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1247.95000 7487.70| 1200.00000 7200.00| 1300.00000 7800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4603.99000 4603.99| 8000.00000 8000.00| 100.00000 100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23892.79000 23892.79| 28900.00000 28900.00| 25250.00000 25250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.000 m2 | 23.80000 2165.80| 18.00000 1638.00| 16.00000 1456.00 PAVEMENT, REMOVE | | | 0005 202-02241 457.200 m | 6.90000 3154.68| 6.50000 2971.80| 7.80000 3566.16 GUARDRAIL, REMOVE | | | 0006 202-02277 530.000 m | 9.66000 5119.80| 12.00000 6360.00| 3.50000 1855.00 GUTTER, LIP, REMOVE | | | 0007 202-51133 115.000 m | 8.91000 1024.65| 8.00000 920.00| 1.00000 115.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 62386.05000 62386.05| 120000.00000 120000.00| 71117.00000 71117.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 59.000 m2 | 34.68000 2046.12| 35.00000 2065.00| 25.00000 1475.00 SLOPEWALL, REMOVE | | | 0010 202-60820 216.000 m2 | 8.31000 1794.96| 9.00000 1944.00| 6.50000 1404.00 SURFACE MILLING, ASPHALT | | | 0011 202-91385 8.000 EACH| 189.30000 1514.40| 200.00000 1600.00| 100.00000 800.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1609544 |PRIMCO, INC. |MCCOY, R.L., INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 224.500 m3 | 25.94000 5823.53| 18.00000 4041.00| 16.00000 3592.00 EXCAVATION, COMMON | | | 0013 211-06467 28.200 m3 | 69.92000 1971.74| 32.00000 902.40| 40.00000 1128.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 491.200 Mg | 25.93000 12736.82| 18.00000 8841.60| 23.04000 11317.25 COMPACTED AGGREGATE, O, 53 | | | 0015 404-05511 700.000 m2 | 5.50000 3850.00| 5.50000 3850.00| 6.22000 4354.00 SEAL COAT, 2 | | | 0016 406-05521 602.000 m2 | 0.40000 240.80| 0.40000 240.80| 0.45000 270.90 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1150.00000 4600.00| 1200.00000 4800.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 4.000 EACH| 2950.00000 11800.00| 3100.00000 12400.00| 3334.00000 13336.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 114.300 m | 30.25000 3457.58| 34.00000 3886.20| 34.18000 3906.77 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 180.000 m | 43.70000 7866.00| 65.00000 11700.00| 79.00000 14220.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 120.000 m | 33.67000 4040.40| 60.00000 7200.00| 85.50000 10260.00 TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 26.000 EACH| 11.00000 286.00| 10.00000 260.00| 12.00000 312.00 BARRIER DELINEATOR | | | 0023 605-05523 145.000 m | 25.00000 3625.00| 25.00000 3625.00| 28.25000 4096.25 CURB, HMA | | | 0024 607-98211 4.000 m2 | 170.50000 682.00| 600.00000 2400.00| 75.00000 300.00 GUTTER TURNOUT, REMOVE | | | 0025 610-05527 286.000 Mg | 75.00000 21450.00| 75.00000 21450.00| 84.75000 24238.50 HMA FOR APPROACHES | | | 0026 610-06257 113.000 m2 | 60.00000 6780.00| 72.00000 8136.00| 64.00000 7232.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 615-06510 2.000 EACH| 385.00000 770.00| 440.00000 880.00| 435.00000 870.00 MONUMENT, C | | | 0028 615-06527 1.000 EACH| 385.00000 385.00| 500.00000 500.00| 435.00000 435.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 232.000 m2 | 2.50000 580.00| 3.00000 696.00| 2.00000 464.00 GEOTEXTILES | | | 0030 616-06405 130.000 Mg | 33.34000 4334.20| 22.00000 2860.00| 33.50000 4355.00 RIPRAP, REVETMENT | | | 0031 616-06455 107.000 m2 | 60.00000 6420.00| 55.00000 5885.00| 65.00000 6955.00 SLOPEWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1609544 |PRIMCO, INC. |MCCOY, R.L., INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 702-51005 39.600 m3 | 800.00000 31680.00| 450.00000 17820.00| 743.04000 29424.38 CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51863 48.000 EACH| 12.17000 584.16| 12.00000 576.00| 8.00000 384.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 2641.000 kg | 1.18000 3116.38| 1.20000 3169.20| 1.05000 2773.05 REINFORCING STEEL | | | 0035 703-51032 24501.000 kg | 1.31000 32096.31| 1.30000 31851.30| 1.22000 29891.22 REINFORCING STEEL, EPOXY COATED | | | 0036 704-51002 132.500 m3 | 500.00000 66250.00| 450.00000 59625.00| 522.67000 69253.78 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| 1243.00000 4972.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 30.700 m3 | 435.00000 13354.50| 315.00000 9670.50| 389.85000 11968.40 CONCRETE, C, RAILING | | | 0039 708-51806 2.000 m2 | 672.45000 1344.90| 200.00000 400.00| 538.00000 1076.00 REPOINTING MASONRY | | | 0040 709-51821 LUMP| 3592.96000 3592.96| 8000.00000 8000.00| 4627.00000 4627.00 SURFACE SEAL | | | 0041 711-51038 LUMP| 70990.00000 70990.00| 9000.00000 9000.00| 83489.00000 83489.00 STRUCTURAL STEEL | | | 0042 711-51864 564.000 EACH| 12.02000 6779.28| 18.00000 10152.00| 15.82000 8922.48 DRILLED HOLE | | | 0043 711-51877 LUMP| 6297.00000 6297.00| 24000.00000 24000.00| 5057.00000 5057.00 JACKING AND SUPPORTING BEAMS | | | 0044 711-96800 1296.000 EACH| 1.87000 2423.52| 8.00000 10368.00| 3.42000 4432.32 STUD SHEAR CONNECTOR | | | 0045 715-05407 26.000 m | 30.20000 785.20| 35.00000 910.00| 10.00000 260.00 PIPE, END BENT DRAIN, 150 mm | | | 0046 726-99095 24.000 EACH| 428.38000 10281.12| 500.00000 12000.00| 336.65000 8079.60 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0047 801-04308 4.000 EACH| 295.00000 1180.00| 190.00000 760.00| 215.00000 860.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06606 8.000 EACH| 120.00000 960.00| 75.00000 600.00| 85.00000 680.00 BARRICADE, IIIB | | | 0049 801-06625 18.000 EACH| 98.00000 1764.00| 90.00000 1620.00| 102.00000 1836.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 15.000 EACH| 75.00000 1125.00| 60.00000 900.00| 68.00000 1020.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 1643.43000 1643.43| 5000.00000 5000.00| 3952.00000 3952.00 MAINTAINING TRAFFIC | | | 0052 808-06713 682.000 m | 0.70000 477.40| 0.30000 204.60| 0.34000 231.88 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1609544 |PRIMCO, INC. |MCCOY, R.L., INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06714 344.000 m | 0.70000 240.80| 0.60000 206.40| 0.68000 233.92 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 477,855.97| $ 497,385.80| $ 505,204.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 477,855.97| $ 497,385.80| $ 505,204.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1618530 |(6) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 1400.00000 8400.00| 750.00000 4500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4500.00000 4500.00| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25500.00000 25500.00| 27000.00000 27000.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.000 m2 | 15.00000 1365.00| 30.00000 2730.00| 21.00000 1911.00 PAVEMENT, REMOVE | | | 0005 202-02241 457.200 m | 7.50000 3429.00| 8.00000 3657.60| 7.50000 3429.00 GUARDRAIL, REMOVE | | | 0006 202-02277 530.000 m | 6.50000 3445.00| 12.00000 6360.00| 19.00000 10070.00 GUTTER, LIP, REMOVE | | | 0007 202-51133 115.000 m | 2.50000 287.50| 12.25000 1408.75| 10.00000 1150.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 92500.00000 92500.00| 38000.00000 38000.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 59.000 m2 | 20.00000 1180.00| 35.00000 2065.00| 20.00000 1180.00 SLOPEWALL, REMOVE | | | 0010 202-60820 216.000 m2 | 7.50000 1620.00| 15.00000 3240.00| 9.20000 1987.20 SURFACE MILLING, ASPHALT | | | 0011 202-91385 8.000 EACH| 125.00000 1000.00| 350.00000 2800.00| 150.00000 1200.00 INLET, REMOVE | | | 0012 203-02000 224.500 m3 | 12.00000 2694.00| 28.00000 6286.00| 25.00000 5612.50 EXCAVATION, COMMON | | | 0013 211-06467 28.200 m3 | 50.00000 1410.00| 80.00000 2256.00| 90.00000 2538.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 491.200 Mg | 20.00000 9824.00| 25.00000 12280.00| 19.00000 9332.80 COMPACTED AGGREGATE, O, 53 | | | 0015 404-05511 700.000 m2 | 6.00000 4200.00| 6.00000 4200.00| 6.00000 4200.00 SEAL COAT, 2 | | | 0016 406-05521 602.000 m2 | 0.50000 301.00| 0.45000 270.90| 0.50000 301.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1225.00000 4900.00| 1200.00000 4800.00| 1290.00000 5160.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 4.000 EACH| 3200.00000 12800.00| 3000.00000 12000.00| 3150.00000 12600.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 114.300 m | 33.00000 3771.90| 32.00000 3657.60| 32.00000 3657.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 180.000 m | 59.50000 10710.00| 90.00000 16200.00| 82.00000 14760.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1618530 |(6) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 602-06646 120.000 m | 57.50000 6900.00| 86.00000 10320.00| 71.00000 8520.00 TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 26.000 EACH| 7.50000 195.00| 10.00000 260.00| 6.20000 161.20 BARRIER DELINEATOR | | | 0023 605-05523 145.000 m | 26.50000 3842.50| 26.00000 3770.00| 27.00000 3915.00 CURB, HMA | | | 0024 607-98211 4.000 m2 | 150.00000 600.00| 60.00000 240.00| 370.00000 1480.00 GUTTER TURNOUT, REMOVE | | | 0025 610-05527 286.000 Mg | 77.50000 22165.00| 80.00000 22880.00| 85.00000 24310.00 HMA FOR APPROACHES | | | 0026 610-06257 113.000 m2 | 58.50000 6610.50| 52.00000 5876.00| 52.00000 5876.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 615-06510 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 MONUMENT, C | | | 0028 615-06527 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 232.000 m2 | 3.00000 696.00| 4.00000 928.00| 5.50000 1276.00 GEOTEXTILES | | | 0030 616-06405 130.000 Mg | 26.00000 3380.00| 32.00000 4160.00| 28.00000 3640.00 RIPRAP, REVETMENT | | | 0031 616-06455 107.000 m2 | 45.00000 4815.00| 44.00000 4708.00| 44.00000 4708.00 SLOPEWALL | | | 0032 702-51005 39.600 m3 | 465.00000 18414.00| 535.00000 21186.00| 570.00000 22572.00 CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51863 48.000 EACH| 8.60000 412.80| 15.00000 720.00| 12.00000 576.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 2641.000 kg | 1.35000 3565.35| 1.25000 3301.25| 1.30000 3433.30 REINFORCING STEEL | | | 0035 703-51032 24501.000 kg | 1.35000 33076.35| 1.40000 34301.40| 1.35000 33076.35 REINFORCING STEEL, EPOXY COATED | | | 0036 704-51002 132.500 m3 | 425.00000 56312.50| 600.00000 79500.00| 440.00000 58300.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 30.700 m3 | 350.00000 10745.00| 550.00000 16885.00| 530.00000 16271.00 CONCRETE, C, RAILING | | | 0039 708-51806 2.000 m2 | 400.00000 800.00| 200.00000 400.00| 550.00000 1100.00 REPOINTING MASONRY | | | 0040 709-51821 LUMP| 4750.00000 4750.00| 5100.00000 5100.00| 6500.00000 6500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1618530 |(6) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 711-51038 LUMP| 95000.00000 95000.00| 101000.00000 101000.00| 108000.00000 108000.00 STRUCTURAL STEEL | | | 0042 711-51864 564.000 EACH| 15.00000 8460.00| 19.00000 10716.00| 15.20000 8572.80 DRILLED HOLE | | | 0043 711-51877 LUMP| 13250.00000 13250.00| 8500.00000 8500.00| 12000.00000 12000.00 JACKING AND SUPPORTING BEAMS | | | 0044 711-96800 1296.000 EACH| 2.40000 3110.40| 2.25000 2916.00| 1.75000 2268.00 STUD SHEAR CONNECTOR | | | 0045 715-05407 26.000 m | 25.00000 650.00| 65.00000 1690.00| 38.00000 988.00 PIPE, END BENT DRAIN, 150 mm | | | 0046 726-99095 24.000 EACH| 600.00000 14400.00| 550.00000 13200.00| 650.00000 15600.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0047 801-04308 4.000 EACH| 250.00000 1000.00| 226.00000 904.00| 215.00000 860.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06606 8.000 EACH| 100.00000 800.00| 85.00000 680.00| 90.00000 720.00 BARRICADE, IIIB | | | 0049 801-06625 18.000 EACH| 100.00000 1800.00| 105.00000 1890.00| 100.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 15.000 EACH| 80.00000 1200.00| 70.00000 1050.00| 80.00000 1200.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 7500.00000 7500.00| 18098.16000 18098.16| 13000.00000 13000.00 MAINTAINING TRAFFIC | | | 0052 808-06713 682.000 m | 0.40000 272.80| 0.35000 238.70| 0.35000 238.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 344.000 m | 0.70000 240.80| 0.67000 230.48| 0.70000 240.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 522,401.40| $ 546,760.84| $ 547,992.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 522,401.40| $ 546,760.84| $ 547,992.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1447641 |(9) 35-2040801 |BEATY CONSTRUCTION, INC. |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1700.00000 10200.00| 1300.00000 7800.00| 1250.00000 7500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 7400.00000 7400.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 28000.00000 28000.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.000 m2 | 21.00000 1911.00| 40.00000 3640.00| 16.00000 1456.00 PAVEMENT, REMOVE | | | 0005 202-02241 457.200 m | 7.50000 3429.00| 7.00000 3200.40| 6.90000 3154.68 GUARDRAIL, REMOVE | | | 0006 202-02277 530.000 m | 10.00000 5300.00| 15.00000 7950.00| 17.00000 9010.00 GUTTER, LIP, REMOVE | | | 0007 202-51133 115.000 m | 15.00000 1725.00| 10.00000 1150.00| 15.00000 1725.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 56451.00000 56451.00| 65000.00000 65000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 59.000 m2 | 35.00000 2065.00| 48.00000 2832.00| 50.00000 2950.00 SLOPEWALL, REMOVE | | | 0010 202-60820 216.000 m2 | 12.00000 2592.00| 10.00000 2160.00| 9.00000 1944.00 SURFACE MILLING, ASPHALT | | | 0011 202-91385 8.000 EACH| 205.00000 1640.00| 175.00000 1400.00| 300.00000 2400.00 INLET, REMOVE | | | 0012 203-02000 224.500 m3 | 10.00000 2245.00| 33.00000 7408.50| 16.00000 3592.00 EXCAVATION, COMMON | | | 0013 211-06467 28.200 m3 | 46.00000 1297.20| 55.00000 1551.00| 65.00000 1833.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 491.200 Mg | 23.00000 11297.60| 24.00000 11788.80| 20.00000 9824.00 COMPACTED AGGREGATE, O, 53 | | | 0015 404-05511 700.000 m2 | 6.00000 4200.00| 5.50000 3850.00| 5.50000 3850.00 SEAL COAT, 2 | | | 0016 406-05521 602.000 m2 | 0.45000 270.90| 0.40000 240.80| 0.40000 240.80 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1250.00000 5000.00| 1300.00000 5200.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 4.000 EACH| 3200.00000 12800.00| 8000.00000 32000.00| 2950.00000 11800.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 114.300 m | 33.00000 3771.90| 32.00000 3657.60| 30.25000 3457.58 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 180.000 m | 57.00000 10260.00| 42.00000 7560.00| 70.00000 12600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1447641 |(9) 35-2040801 |BEATY CONSTRUCTION, INC. |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 602-06646 120.000 m | 55.00000 6600.00| 42.00000 5040.00| 65.00000 7800.00 TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 26.000 EACH| 12.00000 312.00| 12.00000 312.00| 11.00000 286.00 BARRIER DELINEATOR | | | 0023 605-05523 145.000 m | 27.00000 3915.00| 25.00000 3625.00| 25.00000 3625.00 CURB, HMA | | | 0024 607-98211 4.000 m2 | 270.00000 1080.00| 75.00000 300.00| 50.00000 200.00 GUTTER TURNOUT, REMOVE | | | 0025 610-05527 286.000 Mg | 82.00000 23452.00| 77.00000 22022.00| 75.00000 21450.00 HMA FOR APPROACHES | | | 0026 610-06257 113.000 m2 | 75.00000 8475.00| 55.00000 6215.00| 70.00000 7910.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 615-06510 2.000 EACH| 420.00000 840.00| 400.00000 800.00| 385.00000 770.00 MONUMENT, C | | | 0028 615-06527 1.000 EACH| 420.00000 420.00| 600.00000 600.00| 385.00000 385.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 232.000 m2 | 2.00000 464.00| 4.00000 928.00| 3.00000 696.00 GEOTEXTILES | | | 0030 616-06405 130.000 Mg | 28.00000 3640.00| 38.00000 4940.00| 27.00000 3510.00 RIPRAP, REVETMENT | | | 0031 616-06455 107.000 m2 | 111.00000 11877.00| 55.00000 5885.00| 60.00000 6420.00 SLOPEWALL | | | 0032 702-51005 39.600 m3 | 1000.00000 39600.00| 700.00000 27720.00| 900.00000 35640.00 CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51863 48.000 EACH| 8.75000 420.00| 15.00000 720.00| 11.00000 528.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 2641.000 kg | 1.10000 2905.10| 1.25000 3301.25| 1.30000 3433.30 REINFORCING STEEL | | | 0035 703-51032 24501.000 kg | 1.20000 29401.20| 1.50000 36751.50| 1.50000 36751.50 REINFORCING STEEL, EPOXY COATED | | | 0036 704-51002 132.500 m3 | 600.00000 79500.00| 500.00000 66250.00| 600.00000 79500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 4.000 EACH| 1625.00000 6500.00| 1100.00000 4400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 30.700 m3 | 565.00000 17345.50| 325.00000 9977.50| 600.00000 18420.00 CONCRETE, C, RAILING | | | 0039 708-51806 2.000 m2 | 585.00000 1170.00| 315.00000 630.00| 800.00000 1600.00 REPOINTING MASONRY | | | 0040 709-51821 LUMP| 5700.00000 5700.00| 5500.00000 5500.00| 5220.00000 5220.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 541 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 622,215.45 ROUTE : I-69 CALL ORDER : 541 CONTRACT ID : B -25282-A COUNTIES : MADISON LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1447641 |(9) 35-2040801 |BEATY CONSTRUCTION, INC. |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 711-51038 LUMP| 89197.00000 89197.00| 115000.00000 115000.00| 111000.00000 111000.00 STRUCTURAL STEEL | | | 0042 711-51864 564.000 EACH| 15.00000 8460.00| 15.00000 8460.00| 12.00000 6768.00 DRILLED HOLE | | | 0043 711-51877 LUMP| 20291.78000 20291.78| 10000.00000 10000.00| 12500.00000 12500.00 JACKING AND SUPPORTING BEAMS | | | 0044 711-96800 1296.000 EACH| 1.80000 2332.80| 2.00000 2592.00| 1.63000 2112.48 STUD SHEAR CONNECTOR | | | 0045 715-05407 26.000 m | 13.50000 351.00| 20.00000 520.00| 40.00000 1040.00 PIPE, END BENT DRAIN, 150 mm | | | 0046 726-99095 24.000 EACH| 620.00000 14880.00| 300.00000 7200.00| 700.00000 16800.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0047 801-04308 4.000 EACH| 210.00000 840.00| 300.00000 1200.00| 190.00000 760.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06606 8.000 EACH| 90.00000 720.00| 150.00000 1200.00| 75.00000 600.00 BARRICADE, IIIB | | | 0049 801-06625 18.000 EACH| 100.00000 1800.00| 100.00000 1800.00| 90.00000 1620.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 15.000 EACH| 100.00000 1500.00| 80.00000 1200.00| 60.00000 900.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0052 808-06713 682.000 m | 0.35000 238.70| 1.00000 682.00| 0.30000 204.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 344.000 m | 0.65000 223.60| 1.00000 344.00| 0.60000 206.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 561,907.28| $ 569,904.35| $ 572,593.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 561,907.28| $ 569,904.35| $ 572,593.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 274,250.00 ROUTE : US 41, I-64 & SR 67 CALL ORDER : 551 CONTRACT ID : B -25284-A COUNTIES : VANDERBURGH KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 017200Z 064100E 064100E OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 104,553.00 100.0000% 2 91-1798131 FLAME ON, INC. $ 106,294.00 101.6651% 3 35-2072438 TD & O LLC $ 184,801.28 176.7536% ==================================================================================================================================== |(1) 31-1028573 |(2) 91-1798131 |(3) 35-2072438 |CIVIL CONSTRUCTION, INC. |FLAME ON, INC. |TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR-STRAIGHTEN BEAM | | | 0001 110-01001 LUMP| 3595.00000 3595.00| 2000.00000 2000.00| 8632.28000 8632.28 MOBILIZATION AND DEMOBILIZATION | | | 0002 711-91149 LUMP| 14236.00000 14236.00| 20000.00000 20000.00| 15550.00000 15550.00 STRAIGHTEN STEEL BEAM , STR NO 1 | | | 0003 711-91149 LUMP| 23912.00000 23912.00| 20000.00000 20000.00| 18250.00000 18250.00 STRAIGHTEN STEEL BEAM , STR NO 2 | | | 0004 711-91149 LUMP| 27601.00000 27601.00| 20000.00000 20000.00| 17550.00000 17550.00 STRAIGHTEN STEEL BEAM , STR NO 3 | | | 0005 711-91149 LUMP| 13014.00000 13014.00| 18000.00000 18000.00| 13150.00000 13150.00 STRAIGHTEN STEEL BEAM , STR NO 4 | | | 0006 711-91149 LUMP| 10595.00000 10595.00| 20000.00000 20000.00| 12750.00000 12750.00 STRAIGHTEN STEEL BEAM , STR NO 5 | | | 0007 711-95290 5.000 LFT | 50.00000 250.00| 100.00000 500.00| 200.00000 1000.00 FIELD WELDING | | | 0008 801-06640 64.000 EACH| 65.00000 4160.00| 1.00000 64.00| 66.00000 4224.00 CONSTRUCTION SIGN, A | | | 0009 801-06645 30.000 EACH| 25.00000 750.00| 1.00000 30.00| 44.00000 1320.00 CONSTRUCTION SIGN, B | | | 0010 801-06710 35.000 DAY | 20.00000 700.00| 20.00000 700.00| 25.00000 875.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 788.00000 788.00| 1000.00000 1000.00| 19000.00000 19000.00 MAINTAINING TRAFFIC , STR NO 1 | | | 0012 801-06775 LUMP| 1448.00000 1448.00| 1000.00000 1000.00| 17500.00000 17500.00 MAINTAINING TRAFFIC , STR NO 2 | | | 0013 801-06775 LUMP| 1643.00000 1643.00| 1000.00000 1000.00| 19000.00000 19000.00 MAINTAINING TRAFFIC , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 274,250.00 ROUTE : US 41, I-64 & SR 67 CALL ORDER : 551 CONTRACT ID : B -25284-A COUNTIES : VANDERBURGH KNOX LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT GIBSON SET-ASIDE : ==================================================================================================================================== |(1) 31-1028573 |(2) 91-1798131 |(3) 35-2072438 |CIVIL CONSTRUCTION, INC. |FLAME ON, INC. |TD & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 918.00000 918.00| 1000.00000 1000.00| 17000.00000 17000.00 MAINTAINING TRAFFIC , STR NO 4 | | | 0015 801-06775 LUMP| 943.00000 943.00| 1000.00000 1000.00| 19000.00000 19000.00 MAINTAINING TRAFFIC , STR NO 5 | | | SECTION TOTALS | $ 104,553.00| $ 106,294.00| $ 184,801.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 104,553.00| $ 106,294.00| $ 184,801.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE:NONE BELOW ROUTE : SR 152 CALL ORDER : 561 CONTRACT ID : B -25411-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION CO $ 984,648.52 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,111,111.11 112.8434% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,674.60 ROUTE : SR 37 CALL ORDER : 571 CONTRACT ID : B -25451-A COUNTIES : MONROE LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 189,400.00 100.0000% 2 35-1131315 FIVE STAR PAINTING, INC. $ 189,800.00 100.2111% 3 35-1841931 VENUS PAINTING COMPANY $ 231,670.00 122.3178% 4 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 256,740.00 135.5543% 5 35-2019240 CENTRAL PAINTING, INC. $ 263,000.00 138.8595% 6 35-1645115 THREE STAR PAINTING $ 295,598.36 156.0709% ==================================================================================================================================== |(1) 36-3350477 |(2) 35-1131315 |(3) 35-1841931 |EAGLE PAINTING & MAINTENANCE|FIVE STAR PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 619-51859 LUMP| 40300.00000 40300.00| 55325.00000 55325.00| 13000.00000 13000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0002 619-51859 LUMP| 40300.00000 40300.00| 55325.00000 55325.00| 13000.00000 13000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0003 619-60806 LUMP| 5000.00000 5000.00| 3700.00000 3700.00| 300.00000 300.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0004 619-61000 LUMP| 40300.00000 40300.00| 65325.00000 65325.00| 101935.00000 101935.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0005 619-61000 LUMP| 40300.00000 40300.00| 5325.00000 5325.00| 101935.00000 101935.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0006 619-93423 LUMP| 10000.00000 10000.00| 1500.00000 1500.00| 300.00000 300.00 POLLUTION CONTROL , STR. NO. 1 | | | 0007 619-93423 LUMP| 10000.00000 10000.00| 1500.00000 1500.00| 300.00000 300.00 POLLUTION CONTROL , STR. NO. 2 | | | 0008 709-51821 LUMP| 1000.00000 1000.00| 300.00000 300.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 1 | | | 0009 709-51821 LUMP| 1000.00000 1000.00| 300.00000 300.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 2 | | | 0010 801-06640 12.000 EACH| 100.00000 1200.00| 100.00000 1200.00| 25.00000 300.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 189,400.00| $ 189,800.00| $ 231,670.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 189,400.00| $ 189,800.00| $ 231,670.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,674.60 ROUTE : SR 37 CALL ORDER : 571 CONTRACT ID : B -25451-A COUNTIES : MONROE LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-2019240 |(6) 35-1645115 |ICARUS INDUSTRIAL PAINTING &|CENTRAL PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 619-51859 LUMP| 30791.00000 30791.00| 5000.00000 5000.00| 28024.84000 28024.84 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0002 619-51859 LUMP| 30791.00000 30791.00| 5000.00000 5000.00| 28024.84000 28024.84 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0003 619-60806 LUMP| 500.00000 500.00| 300.00000 300.00| 4670.80000 4670.80 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0004 619-61000 LUMP| 97113.00000 97113.00| 125000.00000 125000.00| 112468.14000 112468.14 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0005 619-61000 LUMP| 97113.00000 97113.00| 125000.00000 125000.00| 112468.14000 112468.14 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0006 619-93423 LUMP| 200.00000 200.00| 1000.00000 1000.00| 2335.40000 2335.40 POLLUTION CONTROL , STR. NO. 1 | | | 0007 619-93423 LUMP| 200.00000 200.00| 1000.00000 1000.00| 2335.40000 2335.40 POLLUTION CONTROL , STR. NO. 2 | | | 0008 709-51821 LUMP| 10.00000 10.00| 300.00000 300.00| 2335.40000 2335.40 SURFACE SEAL , STR. NO. 1 | | | 0009 709-51821 LUMP| 10.00000 10.00| 280.00000 280.00| 2335.40000 2335.40 SURFACE SEAL , STR. NO. 2 | | | 0010 801-06640 12.000 EACH| 1.00000 12.00| 10.00000 120.00| 50.00000 600.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 256,740.00| $ 263,000.00| $ 295,598.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 256,740.00| $ 263,000.00| $ 295,598.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,256.62 ROUTE : 265 111 CALL ORDER : 581 CONTRACT ID : B -25452-A COUNTIES : CLARK FLOYD LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1841931 VENUS PAINTING COMPANY $ 337,000.00 100.0000% 2 36-3350477 EAGLE PAINTING & MAINTENANCE $ 368,100.00 109.2284% 3 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL $ 413,226.00 122.6189% 4 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 430,000.00 127.5964% 5 35-2019240 CENTRAL PAINTING, INC. $ 446,500.00 132.4925% 6 35-1645115 THREE STAR PAINTING $ 447,700.84 132.8489% ==================================================================================================================================== |(1) 35-1841931 |(2) 36-3350477 |(3) 35-1131315 |VENUS PAINTING COMPANY |EAGLE PAINTING & MAINTENANCE|FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING - STR NO I-265-5-5642A WB AND EB; STR NO I-265-5-5519A WB AND EB; STR NO 111-22-5516A | | | 0001 105-06790 8.000 MOS | 500.00000 4000.00| 500.00000 4000.00| 1400.00000 11200.00 FIELD OFFICE, 27.9 m2 | | | 0002 619-05926 LUMP| 300.00000 300.00| 6000.00000 6000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , BRIDGE NO. 1 | | | 0003 619-05926 LUMP| 300.00000 300.00| 6000.00000 6000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , BRIDGE NO. 2 | | | 0004 619-05926 LUMP| 300.00000 300.00| 11000.00000 11000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , BRIDGE NO. 3 | | | 0005 619-05926 LUMP| 300.00000 300.00| 11000.00000 11000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , BRIDGE NO. 4 | | | 0006 619-05926 LUMP| 300.00000 300.00| 21000.00000 21000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , BRIDGE NO. 5 | | | 0007 619-51859 LUMP| 13000.00000 13000.00| 17500.00000 17500.00| 18190.00000 18190.00 PAINT STEEL BRIDGE , BRIDGE NO. 1 | | | 0008 619-51859 LUMP| 13000.00000 13000.00| 17500.00000 17500.00| 18190.00000 18190.00 PAINT STEEL BRIDGE , BRIDGE NO. 2 | | | 0009 619-51859 LUMP| 13000.00000 13000.00| 24500.00000 24500.00| 35992.00000 35992.00 PAINT STEEL BRIDGE , BRIDGE NO. 3 | | | 0010 619-51859 LUMP| 13000.00000 13000.00| 24500.00000 24500.00| 35992.00000 35992.00 PAINT STEEL BRIDGE , BRIDGE NO. 4 | | | 0011 619-51859 LUMP| 5000.00000 5000.00| 59500.00000 59500.00| 62659.00000 62659.00 PAINT STEEL BRIDGE , BRIDGE NO. 5 | | | 0012 619-60806 LUMP| 300.00000 300.00| 1500.00000 1500.00| 700.00000 700.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,256.62 ROUTE : 265 111 CALL ORDER : 581 CONTRACT ID : B -25452-A COUNTIES : CLARK FLOYD LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1841931 |(2) 36-3350477 |(3) 35-1131315 |VENUS PAINTING COMPANY |EAGLE PAINTING & MAINTENANCE|FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-60806 LUMP| 300.00000 300.00| 1500.00000 1500.00| 700.00000 700.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 2 | | | 0014 619-60806 LUMP| 300.00000 300.00| 1500.00000 1500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 3 | | | 0015 619-60806 LUMP| 300.00000 300.00| 1500.00000 1500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 4 | | | 0016 619-60806 LUMP| 300.00000 300.00| 5000.00000 5000.00| 3200.00000 3200.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 5 | | | 0017 619-61000 LUMP| 30000.00000 30000.00| 17500.00000 17500.00| 28190.00000 28190.00 CLEAN STEEL BRIDGE , BRIDGE NO. 1 | | | 0018 619-61000 LUMP| 30000.00000 30000.00| 17500.00000 17500.00| 28190.00000 28190.00 CLEAN STEEL BRIDGE , BRIDGE NO. 2 | | | 0019 619-61000 LUMP| 50000.00000 50000.00| 24500.00000 24500.00| 35992.00000 35992.00 CLEAN STEEL BRIDGE , BRIDGE NO. 3 | | | 0020 619-61000 LUMP| 50000.00000 50000.00| 24500.00000 24500.00| 35992.00000 35992.00 CLEAN STEEL BRIDGE , BRIDGE NO. 4 | | | 0021 619-61000 LUMP| 110800.00000 110800.00| 59500.00000 59500.00| 82659.00000 82659.00 CLEAN STEEL BRIDGE , BRIDGE NO. 5 | | | 0022 704-51106 16.000 EACH| 25.00000 400.00| 100.00000 1600.00| 30.00000 480.00 DECK DRAIN | | | 0023 709-51821 LUMP| 300.00000 300.00| 1000.00000 1000.00| 200.00000 200.00 SURFACE SEAL , BRIDGE NO. 1 | | | 0024 709-51821 LUMP| 300.00000 300.00| 1000.00000 1000.00| 200.00000 200.00 SURFACE SEAL , BRIDGE NO. 2 | | | 0025 709-51821 LUMP| 300.00000 300.00| 1500.00000 1500.00| 250.00000 250.00 SURFACE SEAL , BRIDGE NO. 3 | | | 0026 709-51821 LUMP| 300.00000 300.00| 1500.00000 1500.00| 250.00000 250.00 SURFACE SEAL , BRIDGE NO. 4 | | | 0027 709-51821 LUMP| 300.00000 300.00| 1500.00000 1500.00| 500.00000 500.00 SURFACE SEAL , BRIDGE NO. 5 | | | 0028 801-06640 30.000 EACH| 10.00000 300.00| 100.00000 3000.00| 100.00000 3000.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 337,000.00| $ 368,100.00| $ 413,226.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 337,000.00| $ 368,100.00| $ 413,226.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,256.62 ROUTE : 265 111 CALL ORDER : 581 CONTRACT ID : B -25452-A COUNTIES : CLARK FLOYD LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-2019240 |(6) 35-1645115 |ICARUS INDUSTRIAL PAINTING &|CENTRAL PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING - STR NO I-265-5-5642A WB AND EB; STR NO I-265-5-5519A WB AND EB; STR NO 111-22-5516A | | | 0001 105-06790 8.000 MOS | 100.00000 800.00| 300.00000 2400.00| 500.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 619-05926 LUMP| 200.00000 200.00| 1000.00000 1000.00| 750.15000 750.15 ENVIRONMENTAL CONTROL , BRIDGE NO. 1 | | | 0003 619-05926 LUMP| 200.00000 200.00| 1000.00000 1000.00| 750.15000 750.15 ENVIRONMENTAL CONTROL , BRIDGE NO. 2 | | | 0004 619-05926 LUMP| 200.00000 200.00| 1000.00000 1000.00| 1683.26000 1683.26 ENVIRONMENTAL CONTROL , BRIDGE NO. 3 | | | 0005 619-05926 LUMP| 200.00000 200.00| 1000.00000 1000.00| 1683.26000 1683.26 ENVIRONMENTAL CONTROL , BRIDGE NO. 4 | | | 0006 619-05926 LUMP| 200.00000 200.00| 1000.00000 1000.00| 2131.52000 2131.52 ENVIRONMENTAL CONTROL , BRIDGE NO. 5 | | | 0007 619-51859 LUMP| 11137.00000 11137.00| 5000.00000 5000.00| 9001.80000 9001.80 PAINT STEEL BRIDGE , BRIDGE NO. 1 | | | 0008 619-51859 LUMP| 11137.00000 11137.00| 5000.00000 5000.00| 9001.80000 9001.80 PAINT STEEL BRIDGE , BRIDGE NO. 2 | | | 0009 619-51859 LUMP| 21397.00000 21397.00| 5000.00000 5000.00| 20199.15000 20199.15 PAINT STEEL BRIDGE , BRIDGE NO. 3 | | | 0010 619-51859 LUMP| 21397.00000 21397.00| 5000.00000 5000.00| 20199.15000 20199.15 PAINT STEEL BRIDGE , BRIDGE NO. 4 | | | 0011 619-51859 LUMP| 50057.00000 50057.00| 5000.00000 5000.00| 25578.27000 25578.27 PAINT STEEL BRIDGE , BRIDGE NO. 5 | | | 0012 619-60806 LUMP| 200.00000 200.00| 300.00000 300.00| 750.15000 750.15 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 1 | | | 0013 619-60806 LUMP| 200.00000 200.00| 300.00000 300.00| 750.15000 750.15 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 2 | | | 0014 619-60806 LUMP| 200.00000 200.00| 300.00000 300.00| 1683.26000 1683.26 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 3 | | | 0015 619-60806 LUMP| 200.00000 200.00| 300.00000 300.00| 1683.26000 1683.26 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 4 | | | 0016 619-60806 LUMP| 200.00000 200.00| 300.00000 300.00| 2131.52000 2131.52 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , BRIDGE NO. 5 | | | 0017 619-61000 LUMP| 30181.00000 30181.00| 45000.00000 45000.00| 33756.74000 33756.74 CLEAN STEEL BRIDGE , BRIDGE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,256.62 ROUTE : 265 111 CALL ORDER : 581 CONTRACT ID : B -25452-A COUNTIES : CLARK FLOYD LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-2019240 |(6) 35-1645115 |ICARUS INDUSTRIAL PAINTING &|CENTRAL PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 619-61000 LUMP| 30181.00000 30181.00| 45000.00000 45000.00| 33756.74000 33756.74 CLEAN STEEL BRIDGE , BRIDGE NO. 2 | | | 0019 619-61000 LUMP| 57985.00000 57985.00| 80000.00000 80000.00| 75746.82000 75746.82 CLEAN STEEL BRIDGE , BRIDGE NO. 3 | | | 0020 619-61000 LUMP| 57985.00000 57985.00| 80000.00000 80000.00| 75746.82000 75746.82 CLEAN STEEL BRIDGE , BRIDGE NO. 4 | | | 0021 619-61000 LUMP| 135647.00000 135647.00| 160000.00000 160000.00| 118018.53000 118018.53 CLEAN STEEL BRIDGE , BRIDGE NO. 5 | | | 0022 704-51106 16.000 EACH| 1.00000 16.00| 50.00000 800.00| 50.00000 800.00 DECK DRAIN | | | 0023 709-51821 LUMP| 10.00000 10.00| 300.00000 300.00| 750.15000 750.15 SURFACE SEAL , BRIDGE NO. 1 | | | 0024 709-51821 LUMP| 10.00000 10.00| 300.00000 300.00| 750.15000 750.15 SURFACE SEAL , BRIDGE NO. 2 | | | 0025 709-51821 LUMP| 10.00000 10.00| 300.00000 300.00| 1683.26000 1683.26 SURFACE SEAL , BRIDGE NO. 3 | | | 0026 709-51821 LUMP| 10.00000 10.00| 300.00000 300.00| 1683.26000 1683.26 SURFACE SEAL , BRIDGE NO. 4 | | | 0027 709-51821 LUMP| 10.00000 10.00| 300.00000 300.00| 2131.52000 2131.52 SURFACE SEAL , BRIDGE NO. 5 | | | 0028 801-06640 30.000 EACH| 1.00000 30.00| 10.00000 300.00| 30.00000 900.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 430,000.00| $ 446,500.00| $ 447,700.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 430,000.00| $ 446,500.00| $ 447,700.84 ====================================================================================================================================