INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2126024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 391,425.47 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 414,497.12 105.8942% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 431,174.10 110.1548% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 454,283.20 116.0586% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 457,220.27 116.8090% 6 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 502,518.16 128.3815% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1212938 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. |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 105-01925 6.000 MOS | 1990.88000 11945.28| 650.00000 3900.00| 2385.00000 14310.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3967.94000 3967.94| 4500.00000 4500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19504.83000 19504.83| 20000.00000 20000.00| 21550.00000 21550.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 275.000 m2 | 21.17000 5821.75| 20.00000 5500.00| 27.50000 7562.50 PAVEMENT, REMOVE | | | 0005 202-02241 170.000 m | 10.00000 1700.00| 5.30000 901.00| 10.00000 1700.00 GUARDRAIL, REMOVE | | | 0006 202-51133 98.900 m | 7.02000 694.28| 12.00000 1186.80| 5.00000 494.50 RAILING, REMOVE | | | 0007 202-51328 LUMP| 17167.47000 17167.47| 35000.00000 35000.00| 55500.00000 55500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 350.000 m2 | 7.33000 2565.50| 6.00000 2100.00| 7.00000 2450.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 1084.000 m2 | 4.38000 4747.92| 5.00000 5420.00| 8.00000 8672.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-99383 15.000 m | 113.99000 1709.85| 100.00000 1500.00| 100.00000 1500.00 TERMINAL JOINT, REMOVE | | | 0011 203-02000 200.000 m3 | 13.64000 2728.00| 25.00000 5000.00| 25.00000 5000.00 EXCAVATION, COMMON | | | 0012 205-02224 415.000 m | 5.25000 2178.75| 6.00000 2490.00| 5.25000 2178.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1212938 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 127.000 Mg | 27.74000 3522.98| 27.00000 3429.00| 25.00000 3175.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05477 65.000 Mg | 85.00000 5525.00| 88.00000 5720.00| 85.00000 5525.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 270.000 Mg | 55.00000 14850.00| 67.00000 18090.00| 55.00000 14850.00 HMA BASE 25.0 mm, SHOULDER | | | 0016 402-05487 85.000 Mg | 77.00000 6545.00| 85.00000 7225.00| 77.00000 6545.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0017 402-05490 40.000 Mg | 85.00000 3400.00| 94.00000 3760.00| 85.00000 3400.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0018 406-05521 2760.000 m2 | 0.10000 276.00| 0.15000 414.00| 0.10000 276.00 ASPHALT FOR TACK COAT | | | 0019 501-05310 15.000 m | 934.52000 14017.80| 360.00000 5400.00| 300.00000 4500.00 TERMINAL JOINT | | | 0020 502-06327 120.000 m2 | 71.99000 8638.80| 46.00000 5520.00| 45.00000 5400.00 PCCP, 250 mm | | | 0021 503-03489 50.000 EACH| 11.23000 561.50| 18.50000 925.00| 12.50000 625.00 RETROFITTED TIE BARS | | | 0022 503-05240 65.000 m | 35.84000 2329.60| 37.00000 2405.00| 25.00000 1625.00 D-1 CONTRACTION JOINT | | | 0023 601-01522 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-04746 2.000 EACH| 5800.00000 11600.00| 5900.00000 11800.00| 5800.00000 11600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0025 601-94689 4.000 EACH| 3300.00000 13200.00| 3400.00000 13600.00| 3300.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-97774 1.000 EACH| 2100.00000 2100.00| 2200.00000 2200.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 213.360 m | 34.00000 7254.24| 35.00000 7467.60| 34.00000 7254.24 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 158.800 m | 62.22000 9880.54| 93.00000 14768.40| 60.00000 9528.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06729 10.000 EACH| 3.95000 39.50| 7.20000 72.00| 10.00000 100.00 BARRIER DELINEATOR | | | 0030 610-06257 219.200 m2 | 67.06000 14699.55| 43.00000 9425.60| 62.00000 13590.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 616-02320 370.000 m2 | 2.85000 1054.50| 5.50000 2035.00| 3.00000 1110.00 GEOTEXTILES | | | 0032 616-06405 205.000 Mg | 28.31000 5803.55| 28.00000 5740.00| 30.00000 6150.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1212938 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 619-04414 2.000 EACH| 356.97000 713.94| 175.00000 350.00| 150.00000 300.00 DRAIN EXTENSION | | | 0034 619-61505 LUMP| 13000.00000 13000.00| 4750.00000 4750.00| 7000.00000 7000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0035 619-93423 LUMP| 3000.00000 3000.00| 1600.00000 1600.00| 1000.00000 1000.00 POLLUTION CONTROL | | | 0036 619-95457 LUMP| 17500.00000 17500.00| 15000.00000 15000.00| 10000.00000 10000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0037 621-01004 1.000 EACH| 660.00000 660.00| 625.00000 625.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 275.000 m2 | 1.52000 418.00| 1.65000 453.75| 1.52000 418.00 MULCHED SEEDING, R | | | 0039 621-06575 550.000 m2 | 4.36000 2398.00| 4.60000 2530.00| 4.36000 2398.00 SODDING, NURSERY | | | 0040 702-51863 988.000 EACH| 7.49000 7400.12| 8.10000 8002.80| 8.00000 7904.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-01540 54.000 EACH| 10.68000 576.72| 16.50000 891.00| 14.00000 756.00 THREADED TIE BAR ASSEMBLY | | | 0042 703-51030 2744.000 kg | 1.11000 3045.84| 1.63000 4472.72| 1.18000 3237.92 REINFORCING STEEL | | | 0043 703-51032 4494.000 kg | 1.22000 5482.68| 1.55000 6965.70| 1.44000 6471.36 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 12.000 EACH| 19.24000 230.88| 18.50000 222.00| 18.00000 216.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0045 704-51002 2.600 m3 | 2921.44000 7595.74| 900.00000 2340.00| 850.00000 2210.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1000.00000 4000.00| 1250.00000 5000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51025 98.800 m | 115.00000 11362.00| 150.00000 14820.00| 200.00000 19760.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 3329.44000 3329.44| 3800.00000 3800.00| 2000.00000 2000.00 SURFACE SEAL | | | 0049 711-01786 182.000 EACH| 15.00000 2730.00| 22.00000 4004.00| 15.00000 2730.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0050 711-51038 LUMP| 23990.00000 23990.00| 35000.00000 35000.00| 30000.00000 30000.00 STRUCTURAL STEEL | | | 0051 711-96242 12.000 EACH| 100.00000 1200.00| 350.00000 4200.00| 300.00000 3600.00 DIAPHRAGM, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1212938 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 722-51401 5.000 m2 | 704.65000 3523.25| 400.00000 2000.00| 350.00000 1750.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 664.000 m2 | 54.65000 36287.60| 45.00000 29880.00| 60.00000 39840.00 BRIDGE DECK OVERLAY | | | 0055 722-51846 1.500 m3 | 395.00000 592.50| 395.00000 592.50| 395.00000 592.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 33.000 m2 | 153.64000 5070.12| 125.00000 4125.00| 125.00000 4125.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 724-03276 27.600 m | 310.60000 8572.56| 175.00000 4830.00| 250.00000 6900.00 EXPANSION JOINT SEALING SYSTEM | | | 0058 801-01851 LUMP| 9600.00000 9600.00| 11000.00000 11000.00| 9600.00000 9600.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0059 801-06207 1835.000 m | 2.55000 4679.25| 2.70000 4954.50| 2.82000 5174.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0060 801-06218 7.300 m | 15.49000 113.08| 16.50000 120.45| 15.74000 114.90 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0061 801-06606 4.000 EACH| 139.00000 556.00| 150.00000 600.00| 79.00000 316.00 BARRICADE, IIIB | | | 0062 801-06640 22.000 EACH| 102.00000 2244.00| 115.00000 2530.00| 60.00000 1320.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 6.000 EACH| 28.00000 168.00| 30.00000 180.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0064 801-06710 10.000 DAY | 12.00000 120.00| 13.00000 130.00| 15.00000 150.00 FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 1965.00000 1965.00| 22000.00000 22000.00| 7918.36000 7918.36 MAINTAINING TRAFFIC | | | 0066 801-97643 264.000 m | 8.24000 2175.36| 8.70000 2296.80| 17.00000 4488.00 TEMPORARY BUZZ STRIPS | | | 0067 808-06713 310.000 m | 0.39000 120.90| 0.45000 139.50| 0.75000 232.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 380.000 m | 0.39000 148.20| 0.45000 171.00| 0.75000 285.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-06716 360.000 m | 1.38000 496.80| 1.50000 540.00| 1.96000 705.60 LINE, REMOVE | | | 0070 808-75996 7.000 EACH| 28.48000 199.36| 24.00000 168.00| 8.41000 58.87 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 7.000 EACH| 190.00000 1330.00| 74.00000 518.00| 70.00000 490.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1212938 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 391,425.47| $ 414,497.12| $ 431,174.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 391,425.47| $ 414,497.12| $ 431,174.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1817530 |(6) 35-1690004 |RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. |NORTHERN INDIANA CONSTRUCTIO 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 | 1750.00000 10500.00| 1500.00000 9000.00| 1695.00000 10170.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| 10150.00000 10150.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 23200.00000 23200.00| 25060.00000 25060.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 275.000 m2 | 20.00000 5500.00| 25.00000 6875.00| 24.95000 6861.25 PAVEMENT, REMOVE | | | 0005 202-02241 170.000 m | 19.00000 3230.00| 10.00000 1700.00| 21.55000 3663.50 GUARDRAIL, REMOVE | | | 0006 202-51133 98.900 m | 30.00000 2967.00| 13.00000 1285.70| 40.85000 4040.07 RAILING, REMOVE | | | 0007 202-51328 LUMP| 56893.53000 56893.53| 30000.00000 30000.00| 67500.00000 67500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 350.000 m2 | 10.00000 3500.00| 10.35000 3622.50| 2.75000 962.50 SURFACE MILLING, ASPHALT | | | 0009 202-60822 1084.000 m2 | 4.50000 4878.00| 6.75000 7317.00| 5.25000 5691.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-99383 15.000 m | 100.00000 1500.00| 225.00000 3375.00| 117.00000 1755.00 TERMINAL JOINT, REMOVE | | | 0011 203-02000 200.000 m3 | 18.00000 3600.00| 52.00000 10400.00| 46.45000 9290.00 EXCAVATION, COMMON | | | 0012 205-02224 415.000 m | 5.25000 2178.75| 5.25000 2178.75| 2.75000 1141.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 303-52308 127.000 Mg | 30.00000 3810.00| 25.00000 3175.00| 42.93000 5452.11 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 402-05477 65.000 Mg | 77.00000 5005.00| 100.00000 6500.00| 77.00000 5005.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 270.000 Mg | 59.00000 15930.00| 60.00000 16200.00| 59.00000 15930.00 HMA BASE 25.0 mm, SHOULDER | | | 0016 402-05487 85.000 Mg | 64.00000 5440.00| 60.00000 5100.00| 64.00000 5440.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0017 402-05490 40.000 Mg | 100.00000 4000.00| 100.00000 4000.00| 100.00000 4000.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0018 406-05521 2760.000 m2 | 0.60000 1656.00| 0.30000 828.00| 0.60000 1656.00 ASPHALT FOR TACK COAT | | | 0019 501-05310 15.000 m | 250.00000 3750.00| 460.00000 6900.00| 338.00000 5070.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1817530 |(6) 35-1690004 |RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 502-06327 120.000 m2 | 65.00000 7800.00| 90.00000 10800.00| 71.90000 8628.00 PCCP, 250 mm | | | 0021 503-03489 50.000 EACH| 15.00000 750.00| 8.30000 415.00| 25.95000 1297.50 RETROFITTED TIE BARS | | | 0022 503-05240 65.000 m | 40.00000 2600.00| 35.20000 2288.00| 54.65000 3552.25 D-1 CONTRACTION JOINT | | | 0023 601-01522 4.000 EACH| 1205.00000 4820.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-04746 2.000 EACH| 6900.00000 13800.00| 5800.00000 11600.00| 5800.00000 11600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0025 601-94689 4.000 EACH| 3300.00000 13200.00| 3300.00000 13200.00| 3300.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-97774 1.000 EACH| 2150.00000 2150.00| 2100.00000 2100.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 213.360 m | 32.00000 6827.52| 34.00000 7254.24| 34.00000 7254.24 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 158.800 m | 75.00000 11910.00| 86.00000 13656.80| 67.45000 10711.06 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06729 10.000 EACH| 5.00000 50.00| 5.00000 50.00| 5.00000 50.00 BARRIER DELINEATOR | | | 0030 610-06257 219.200 m2 | 60.00000 13152.00| 62.50000 13700.00| 60.80000 13327.36 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 616-02320 370.000 m2 | 3.00000 1110.00| 2.90000 1073.00| 4.73000 1750.10 GEOTEXTILES | | | 0032 616-06405 205.000 Mg | 35.00000 7175.00| 17.50000 3587.50| 42.95000 8804.75 RIPRAP, REVETMENT | | | 0033 619-04414 2.000 EACH| 125.00000 250.00| 270.00000 540.00| 125.00000 250.00 DRAIN EXTENSION | | | 0034 619-61505 LUMP| 6000.00000 6000.00| 7150.00000 7150.00| 7150.00000 7150.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0035 619-93423 LUMP| 2500.00000 2500.00| 3600.00000 3600.00| 3600.00000 3600.00 POLLUTION CONTROL | | | 0036 619-95457 LUMP| 15000.00000 15000.00| 16250.00000 16250.00| 16250.00000 16250.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0037 621-01004 1.000 EACH| 660.00000 660.00| 660.00000 660.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 275.000 m2 | 1.50000 412.50| 1.55000 426.25| 1.52000 418.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1817530 |(6) 35-1690004 |RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06575 550.000 m2 | 4.50000 2475.00| 6.90000 3795.00| 4.36000 2398.00 SODDING, NURSERY | | | 0040 702-51863 988.000 EACH| 10.00000 9880.00| 7.15000 7064.20| 7.95000 7854.60 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-01540 54.000 EACH| 15.00000 810.00| 10.50000 567.00| 12.00000 648.00 THREADED TIE BAR ASSEMBLY | | | 0042 703-51030 2744.000 kg | 1.40000 3841.60| 1.25000 3430.00| 2.00000 5488.00 REINFORCING STEEL | | | 0043 703-51032 4494.000 kg | 1.50000 6741.00| 1.30000 5842.20| 2.20000 9886.80 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 12.000 EACH| 15.00000 180.00| 14.65000 175.80| 16.00000 192.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0045 704-51002 2.600 m3 | 3000.00000 7800.00| 945.00000 2457.00| 5000.00000 13000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1200.00000 4800.00| 1365.00000 5460.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51025 98.800 m | 160.00000 15808.00| 120.00000 11856.00| 150.00000 14820.00 CONCRETE, C, RAILING | | | 0048 709-51821 LUMP| 3000.00000 3000.00| 3640.00000 3640.00| 4350.00000 4350.00 SURFACE SEAL | | | 0049 711-01786 182.000 EACH| 18.00000 3276.00| 23.60000 4295.20| 18.00000 3276.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0050 711-51038 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| 30000.00000 30000.00 STRUCTURAL STEEL | | | 0051 711-96242 12.000 EACH| 225.00000 2700.00| 470.00000 5640.00| 225.00000 2700.00 DIAPHRAGM, RESET | | | 0053 722-51401 5.000 m2 | 500.00000 2500.00| 590.00000 2950.00| 580.00000 2900.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0054 722-51842 664.000 m2 | 50.00000 33200.00| 59.20000 39308.80| 70.65000 46911.60 BRIDGE DECK OVERLAY | | | 0055 722-51846 1.500 m3 | 395.00000 592.50| 395.00000 592.50| 395.00000 592.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0056 722-51852 33.000 m2 | 200.00000 6600.00| 230.00000 7590.00| 227.50000 7507.50 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0057 724-03276 27.600 m | 275.00000 7590.00| 325.00000 8970.00| 222.65000 6145.14 EXPANSION JOINT SEALING SYSTEM | | | 0058 801-01851 LUMP| 16700.00000 16700.00| 9600.00000 9600.00| 10250.00000 10250.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0059 801-06207 1835.000 m | 3.00000 5505.00| 2.85000 5229.75| 2.82000 5174.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 421 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,749.16 ROUTE : US 6 CALL ORDER : 421 CONTRACT ID : B -24953-A COUNTIES : MARSHALL LETTING DATE : 10/17/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1817530 |(6) 35-1690004 |RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06218 7.300 m | 16.00000 116.80| 15.75000 114.98| 15.74000 114.90 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0061 801-06606 4.000 EACH| 79.00000 316.00| 79.00000 316.00| 79.00000 316.00 BARRICADE, IIIB | | | 0062 801-06640 22.000 EACH| 60.00000 1320.00| 60.00000 1320.00| 60.00000 1320.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 6.000 EACH| 30.00000 180.00| 30.00000 180.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0064 801-06710 10.000 DAY | 15.00000 150.00| 18.00000 180.00| 15.00000 150.00 FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 4000.00000 4000.00| 15850.00000 15850.00| 9240.98000 9240.98 MAINTAINING TRAFFIC | | | 0066 801-97643 264.000 m | 10.00000 2640.00| 17.00000 4488.00| 17.00000 4488.00 TEMPORARY BUZZ STRIPS | | | 0067 808-06713 310.000 m | 0.40000 124.00| 0.75000 232.50| 0.75000 232.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 380.000 m | 0.40000 152.00| 0.75000 285.00| 0.75000 285.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-06716 360.000 m | 2.00000 720.00| 1.96000 705.60| 3.50000 1260.00 LINE, REMOVE | | | 0070 808-75996 7.000 EACH| 15.00000 105.00| 40.00000 280.00| 15.00000 105.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 7.000 EACH| 65.00000 455.00| 71.00000 497.00| 70.00000 490.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 454,283.20| $ 457,220.27| $ 502,518.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 454,283.20| $ 457,220.27| $ 502,518.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0884017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 666,765.93 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 675,299.87 101.2799% 3 35-1315965 FOX CONTRACTORS $ 700,854.91 105.1125% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 754,208.79 113.1144% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 754,403.40 113.1436% 6 35-1912582 EDSAM CONSTRUCTION, INC. $ 757,821.70 113.6563% 7 35-1954982 T C INCORPORATED $ 757,948.10 113.6752% 8 35-1609544 SCHUTT-LOOKABILL CO $ 766,837.06 115.0084% 9 35-0999231 HUNT PAVING COMPANY, INC. $ 794,710.07 119.1887% 10 35-1212938 ATLAS EXCAVATING, INC. $ 805,334.01 120.7821% 11 35-1523985 WIRTZ & YATES, INC. $ 826,590.85 123.9701% 12 35-1057871 SMOCK FANSLER CORPORATION $ 871,640.54 130.7266% 13 35-1917625 MILESTONE CONTRACTORS, L.P. $ 915,023.02 137.2330% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1310611 |(3) 35-1315965 |RIETH RILEY CONSTRUCTION |ROBERTSON, DUNCAN, INC. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06790 6.000 MOS | 1545.00000 9270.00| 1500.00000 9000.00| 1157.22000 6943.32 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10400.00000 10400.00| 7500.00000 7500.00| 14688.00000 14688.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 25000.00000 25000.00| 8878.09000 8878.09 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13080.00000 13080.00| 5000.00000 5000.00| 2464.62000 2464.62 CLEARING RIGHT OF WAY | | | 0005 202-02241 100.000 m | 10.00000 1000.00| 7.00000 700.00| 31.32000 3132.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 11144.10000 11144.10 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 288.000 m2 | 6.00000 1728.00| 10.00000 2880.00| 22.17000 6384.96 SURFACE MILLING, ASPHALT | | | 0008 203-02000 3500.000 m3 | 14.30000 50050.00| 9.00000 31500.00| 13.95000 48825.00 EXCAVATION, COMMON | | | 0010 205-02224 1278.000 m | 5.60000 7156.80| 4.00000 5112.00| 6.05000 7731.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1310611 |(3) 35-1315965 |RIETH RILEY CONSTRUCTION |ROBERTSON, DUNCAN, INC. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-02229 549.000 m | 9.25000 5078.25| 5.00000 2745.00| 9.99000 5484.51 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02060 400.000 m3 | 22.00000 8800.00| 25.00000 10000.00| 31.41000 12564.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 315.000 m3 | 59.40000 18711.00| 100.00000 31500.00| 86.77000 27332.55 FLOWABLE MORTAR | | | 0014 303-52308 2318.000 Mg | 15.50000 35929.00| 20.00000 46360.00| 15.43000 35766.74 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 1170.000 Mg | 37.00000 43290.00| 35.20000 41184.00| 36.18000 42330.60 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 1407.000 Mg | 39.00000 54873.00| 36.30000 51074.10| 37.26000 52424.82 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 399.000 Mg | 52.00000 20748.00| 55.00000 21945.00| 58.32000 23269.68 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 245.000 Mg | 47.00000 11515.00| 36.85000 9028.25| 52.38000 12833.10 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 2259.000 m2 | 2.00000 4518.00| 2.86000 6460.74| 1.84000 4156.56 SEAL COAT, 2 | | | 0020 405-05518 2259.000 m2 | 0.40000 903.60| 0.88000 1987.92| 0.81000 1829.79 ASPHALT FOR PRIME COAT | | | 0021 406-05521 10733.000 m2 | 0.20000 2146.60| 0.11000 1180.63| 0.11000 1180.63 ASPHALT FOR TACK COAT | | | 0022 601-01626 1.000 EACH| 1100.00000 1100.00| 1210.00000 1210.00| 1944.00000 1944.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-01740 1.000 EACH| 1550.00000 1550.00| 1705.00000 1705.00| 2052.00000 2052.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-02206 83.820 m | 36.00000 3017.52| 39.60000 3319.27| 28.08000 2353.67 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0025 601-02636 68.580 m | 83.00000 5692.14| 91.30000 6261.35| 96.12000 6591.91 GUARDRAIL, W BEAM, NESTED | | | 0026 601-04746 1.000 EACH| 5250.00000 5250.00| 5775.00000 5775.00| 5292.00000 5292.00 ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-06037 2.000 EACH| 599.00000 1198.00| 660.00000 1320.00| 756.00000 1512.00 GUARDRAIL END TREATMENT, I | | | 0028 601-94689 2.000 EACH| 3150.00000 6300.00| 3465.00000 6930.00| 3780.00000 7560.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97080 4.000 EACH| 1825.00000 7300.00| 2007.00000 8028.00| 2808.00000 11232.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1310611 |(3) 35-1315965 |RIETH RILEY CONSTRUCTION |ROBERTSON, DUNCAN, INC. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-99105 87.630 m | 32.00000 2804.16| 35.20000 3084.57| 52.92000 4637.38 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06646 115.000 m | 67.00000 7705.00| 100.00000 11500.00| 78.61000 9040.15 TEMPORARY CONCRETE BARRIER | | | 0032 610-05527 138.000 Mg | 61.00000 8418.00| 56.10000 7741.80| 74.52000 10283.76 HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 105.00000 105.00| 150.00000 150.00| 189.00000 189.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 24.000 EACH| 103.00000 2472.00| 113.00000 2712.00| 135.00000 3240.00 RIGHT OF WAY MARKER | | | 0035 615-06505 2.000 EACH| 485.00000 970.00| 300.00000 600.00| 513.00000 1026.00 MONUMENT, B | | | 0036 615-06527 1.000 EACH| 440.00000 440.00| 300.00000 300.00| 405.00000 405.00 MONUMENT, SECTION CORNER | | | 0037 616-02320 1708.000 m2 | 1.80000 3074.40| 3.00000 5124.00| 3.47000 5926.76 GEOTEXTILES | | | 0038 616-06405 1620.000 Mg | 23.00000 37260.00| 20.00000 32400.00| 27.59000 44695.80 RIPRAP, REVETMENT | | | 0039 616-06451 168.000 Mg | 23.00000 3864.00| 25.00000 4200.00| 32.42000 5446.56 RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH| 525.00000 1050.00| 577.50000 1155.00| 567.00000 1134.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.711 Mg | 660.00000 469.26| 724.90000 515.40| 711.72000 506.03 FERTILIZER | | | 0042 621-06548 7.170 kg | 62.00000 444.54| 68.20000 488.99| 66.96000 480.10 SEED MIXTURE, CV | | | 0043 621-06553 125.000 kg | 9.00000 1125.00| 9.70000 1212.50| 9.53000 1191.25 SEED MIXTURE, R | | | 0044 621-06557 50.000 kg | 8.00000 400.00| 8.45000 422.50| 8.29000 414.50 SEED MIXTURE, T | | | 0045 621-06565 5.420 Mg | 507.00000 2747.94| 557.70000 3022.73| 547.56000 2967.78 MULCHING MATERIAL | | | 0046 621-06574 432.000 m2 | 4.60000 1987.20| 5.00000 2160.00| 4.90000 2116.80 SODDING | | | 0047 621-06575 265.000 m2 | 4.60000 1219.00| 5.00000 1325.00| 4.90000 1298.50 SODDING, NURSERY | | | 0048 622-52436 6.000 EACH| 20.00000 120.00| 27.50000 165.00| 27.00000 162.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 210.000 EACH| 9.00000 1890.00| 9.90000 2079.00| 9.72000 2041.20 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1310611 |(3) 35-1315965 |RIETH RILEY CONSTRUCTION |ROBERTSON, DUNCAN, INC. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 713-51334 LUMP| 20000.00000 20000.00| 75000.00000 75000.00| 36869.22000 36869.22 TEMPORARY PIPE AND APPROACHES | | | 0051 714-06660 88.300 m2 | 390.00000 34437.00| 400.00000 35320.00| 280.85000 24799.06 WINGWALL | | | 0052 714-06835 25.900 m | 5000.00000 129500.00| 3500.00000 90650.00| 5447.36000 141086.62 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 6700 mm X 3050 mm | | | 0053 715-05119 60.000 m | 125.00000 7500.00| 80.00000 4800.00| 128.16000 7689.60 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-06177 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2087.39000 4174.78 SAFETY METAL END SECTION, 6:1, 0.83 m2 | | | 0055 801-04308 4.000 EACH| 145.00000 580.00| 400.00000 1600.00| 340.20000 1360.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 2076.000 m | 0.50000 1038.00| 0.36000 747.36| 0.51000 1058.76 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 480.000 m | 3.25000 1560.00| 3.50000 1680.00| 3.46000 1660.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06605 18.000 EACH| 85.00000 1530.00| 110.00000 1980.00| 102.60000 1846.80 BARRICADE, IIIA | | | 0059 801-06640 24.000 EACH| 69.00000 1656.00| 105.00000 2520.00| 63.72000 1529.28 CONSTRUCTION SIGN, A | | | 0060 801-06645 14.000 EACH| 35.00000 490.00| 40.00000 560.00| 32.40000 453.60 CONSTRUCTION SIGN, B | | | 0061 808-06712 116.000 m | 0.64000 74.24| 0.44000 51.04| 0.49000 56.84 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 1038.000 m | 0.64000 664.32| 0.36000 373.68| 0.49000 508.62 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 464.000 m | 0.64000 296.96| 0.36000 167.04| 0.49000 227.36 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-75996 20.000 EACH| 10.00000 200.00| 20.00000 400.00| 5.02000 100.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 20.000 EACH| 45.00000 900.00| 50.00000 1000.00| 51.84000 1036.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 207-02045 1282.000 m3 | 7.00000 8974.00| 3.00000 3846.00| 4.36000 5589.52 EXCAVATION FOR SUBGRADE TREATMENT | | | 0067 801-06775 LUMP| 700.00000 700.00| 5000.00000 5000.00| 5229.93000 5229.93 MAINTAINING TRAFFIC | | | 0068 808-06716 300.000 m | 1.65000 495.00| 1.80000 540.00| 1.57000 471.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1310611 |(3) 35-1315965 |RIETH RILEY CONSTRUCTION |ROBERTSON, DUNCAN, INC. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 666,765.93| $ 675,299.87| $ 700,854.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 666,765.93| $ 675,299.87| $ 700,854.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1364963 |(6) 35-1912582 |HARVEY, GEORGE R. & SON, INC|ERBER & MILLIGAN CONSTR. CO.|EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06790 6.000 MOS | 12.00000 72.00| 1000.00000 6000.00| 1210.00000 7260.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 12500.00000 12500.00| 12700.00000 12700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 37500.00000 37500.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 100.000 m | 15.90000 1590.00| 14.50000 1450.00| 15.40000 1540.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 7700.00000 7700.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 288.000 m2 | 8.00000 2304.00| 9.50000 2736.00| 9.35000 2692.80 SURFACE MILLING, ASPHALT | | | 0008 203-02000 3500.000 m3 | 8.50000 29750.00| 15.00000 52500.00| 9.90000 34650.00 EXCAVATION, COMMON | | | 0010 205-02224 1278.000 m | 6.45000 8243.10| 5.80000 7412.40| 6.16000 7872.48 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 549.000 m | 10.60000 5819.40| 10.00000 5490.00| 10.23000 5616.27 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02060 400.000 m3 | 22.00000 8800.00| 37.50000 15000.00| 28.60000 11440.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 315.000 m3 | 90.00000 28350.00| 100.00000 31500.00| 61.60000 19404.00 FLOWABLE MORTAR | | | 0014 303-52308 2318.000 Mg | 19.50000 45201.00| 18.00000 41724.00| 20.90000 48446.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 1170.000 Mg | 35.20000 41184.00| 36.00000 42120.00| 37.40000 43758.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 1407.000 Mg | 36.30000 51074.10| 37.50000 52762.50| 38.50000 54169.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 399.000 Mg | 55.00000 21945.00| 50.00000 19950.00| 56.10000 22383.90 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 245.000 Mg | 36.85000 9028.25| 47.50000 11637.50| 38.50000 9432.50 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 2259.000 m2 | 2.86000 6460.74| 2.50000 5647.50| 2.86000 6460.74 SEAL COAT, 2 | | | 0020 405-05518 2259.000 m2 | 0.88000 1987.92| 2.00000 4518.00| 0.88000 1987.92 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1364963 |(6) 35-1912582 |HARVEY, GEORGE R. & SON, INC|ERBER & MILLIGAN CONSTR. CO.|EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 10733.000 m2 | 0.11000 1180.63| 0.45000 4829.85| 0.11000 1180.63 ASPHALT FOR TACK COAT | | | 0022 601-01626 1.000 EACH| 2070.00000 2070.00| 1900.00000 1900.00| 1980.00000 1980.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-01740 1.000 EACH| 1840.00000 1840.00| 1650.00000 1650.00| 1760.00000 1760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-02206 83.820 m | 52.25000 4379.60| 46.00000 3855.72| 50.60000 4241.29 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0025 601-02636 68.580 m | 100.00000 6858.00| 75.00000 5143.50| 93.50000 6412.23 GUARDRAIL, W BEAM, NESTED | | | 0026 601-04746 1.000 EACH| 6670.00000 6670.00| 5500.00000 5500.00| 9900.00000 9900.00 ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-06037 2.000 EACH| 690.00000 1380.00| 650.00000 1300.00| 660.00000 1320.00 GUARDRAIL END TREATMENT, I | | | 0028 601-94689 2.000 EACH| 3740.00000 7480.00| 3500.00000 7000.00| 3575.00000 7150.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97080 4.000 EACH| 2440.00000 9760.00| 2200.00000 8800.00| 2337.50000 9350.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 87.630 m | 38.50000 3373.76| 34.00000 2979.42| 37.40000 3277.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06646 115.000 m | 60.00000 6900.00| 75.00000 8625.00| 60.50000 6957.50 TEMPORARY CONCRETE BARRIER | | | 0032 610-05527 138.000 Mg | 56.10000 7741.80| 57.50000 7935.00| 71.50000 9867.00 HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 230.00000 230.00| 200.00000 200.00| 330.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 24.000 EACH| 126.50000 3036.00| 115.00000 2760.00| 121.00000 2904.00 RIGHT OF WAY MARKER | | | 0035 615-06505 2.000 EACH| 477.00000 954.00| 425.00000 850.00| 456.50000 913.00 MONUMENT, B | | | 0036 615-06527 1.000 EACH| 465.00000 465.00| 425.00000 425.00| 445.50000 445.50 MONUMENT, SECTION CORNER | | | 0037 616-02320 1708.000 m2 | 3.60000 6148.80| 3.00000 5124.00| 1.54000 2630.32 GEOTEXTILES | | | 0038 616-06405 1620.000 Mg | 20.00000 32400.00| 18.50000 29970.00| 22.00000 35640.00 RIPRAP, REVETMENT | | | 0039 616-06451 168.000 Mg | 24.00000 4032.00| 18.50000 3108.00| 22.00000 3696.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1364963 |(6) 35-1912582 |HARVEY, GEORGE R. & SON, INC|ERBER & MILLIGAN CONSTR. CO.|EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01004 2.000 EACH| 600.00000 1200.00| 550.00000 1100.00| 577.50000 1155.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.711 Mg | 760.00000 540.36| 660.00000 469.26| 724.90000 515.40 FERTILIZER | | | 0042 621-06548 7.170 kg | 71.00000 509.07| 75.00000 537.75| 68.20000 488.99 SEED MIXTURE, CV | | | 0043 621-06553 125.000 kg | 10.15000 1268.75| 10.00000 1250.00| 9.90000 1237.50 SEED MIXTURE, R | | | 0044 621-06557 50.000 kg | 8.85000 442.50| 10.00000 500.00| 8.80000 440.00 SEED MIXTURE, T | | | 0045 621-06565 5.420 Mg | 585.00000 3170.70| 550.00000 2981.00| 557.70000 3022.73 MULCHING MATERIAL | | | 0046 621-06574 432.000 m2 | 5.25000 2268.00| 5.00000 2160.00| 5.06000 2185.92 SODDING | | | 0047 621-06575 265.000 m2 | 5.25000 1391.25| 5.00000 1325.00| 5.06000 1340.90 SODDING, NURSERY | | | 0048 622-52436 6.000 EACH| 28.75000 172.50| 27.50000 165.00| 27.50000 165.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 210.000 EACH| 10.35000 2173.50| 10.00000 2100.00| 9.90000 2079.00 SEEDLING | | | 0050 713-51334 LUMP| 60000.00000 60000.00| 55000.00000 55000.00| 77000.00000 77000.00 TEMPORARY PIPE AND APPROACHES | | | 0051 714-06660 88.300 m2 | 465.00000 41059.50| 500.00000 44150.00| 407.00000 35938.10 WINGWALL | | | 0052 714-06835 25.900 m | 6100.00000 157990.00| 4800.00000 124320.00| 4895.00000 126780.50 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 6700 mm X 3050 mm | | | 0053 715-05119 60.000 m | 55.00000 3300.00| 50.00000 3000.00| 77.00000 4620.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-06177 2.000 EACH| 300.00000 600.00| 600.00000 1200.00| 2750.00000 5500.00 SAFETY METAL END SECTION, 6:1, 0.83 m2 | | | 0055 801-04308 4.000 EACH| 259.00000 1036.00| 450.00000 1800.00| 247.50000 990.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 2076.000 m | 0.47000 975.72| 0.50000 1038.00| 0.55000 1141.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 480.000 m | 3.45000 1656.00| 3.25000 1560.00| 3.85000 1848.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06605 18.000 EACH| 110.00000 1980.00| 140.00000 2520.00| 104.50000 1881.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-1364963 |(6) 35-1912582 |HARVEY, GEORGE R. & SON, INC|ERBER & MILLIGAN CONSTR. CO.|EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06640 24.000 EACH| 98.00000 2352.00| 125.00000 3000.00| 93.50000 2244.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 14.000 EACH| 57.50000 805.00| 50.00000 700.00| 55.00000 770.00 CONSTRUCTION SIGN, B | | | 0061 808-06712 116.000 m | 0.58000 67.28| 0.50000 58.00| 0.55000 63.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 1038.000 m | 0.38000 394.44| 0.50000 519.00| 0.44000 456.72 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 464.000 m | 0.58000 269.12| 0.50000 232.00| 0.55000 255.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-75996 20.000 EACH| 20.00000 400.00| 20.00000 400.00| 33.00000 660.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 20.000 EACH| 92.00000 1840.00| 60.00000 1200.00| 88.00000 1760.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 207-02045 1282.000 m3 | 4.00000 5128.00| 7.50000 9615.00| 16.50000 21153.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0067 801-06775 LUMP| 15000.00000 15000.00| 17500.00000 17500.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | 0068 808-06716 300.000 m | 1.70000 510.00| 2.00000 600.00| 2.20000 660.00 LINE, REMOVE | | | SECTION TOTALS | $ 754,208.79| $ 754,403.40| $ 757,821.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 754,208.79| $ 754,403.40| $ 757,821.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 |(8) 35-1609544 |(9) 35-0999231 |T C INCORPORATED |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06790 6.000 MOS | 2305.50000 13833.00| 1300.00000 7800.00| 1194.79000 7168.74 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 16200.00000 16200.00| 12900.00000 12900.00| 10453.28000 10453.28 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20610.00000 20610.00| 38300.00000 38300.00| 39400.00000 39400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4140.00000 4140.00| 6050.00000 6050.00| 15700.00000 15700.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 100.000 m | 16.50000 1650.00| 11.30000 1130.00| 13.92000 1392.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 4390.00000 4390.00| 12300.00000 12300.00| 12312.16000 12312.16 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 288.000 m2 | 8.60000 2476.80| 7.91000 2278.08| 13.52000 3893.76 SURFACE MILLING, ASPHALT | | | 0008 203-02000 3500.000 m3 | 5.00000 17500.00| 7.00000 24500.00| 23.65000 82775.00 EXCAVATION, COMMON | | | 0010 205-02224 1278.000 m | 6.70000 8562.60| 6.33000 8089.74| 5.63000 7195.14 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 549.000 m | 11.00000 6039.00| 10.45000 5737.05| 9.30000 5105.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02060 400.000 m3 | 28.50000 11400.00| 30.49000 12196.00| 24.26000 9704.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 315.000 m3 | 75.75000 23861.25| 79.00000 24885.00| 66.14000 20834.10 FLOWABLE MORTAR | | | 0014 303-52308 2318.000 Mg | 27.75000 64324.50| 19.00000 44042.00| 15.80000 36624.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 1170.000 Mg | 48.00000 56160.00| 36.16000 42307.20| 32.16000 37627.20 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 1407.000 Mg | 50.40000 70912.80| 37.29000 52467.03| 33.17000 46670.19 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 399.000 Mg | 66.95000 26713.05| 56.50000 22543.50| 50.26000 20053.74 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 245.000 Mg | 60.75000 14883.75| 37.86000 9275.70| 33.67000 8249.15 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 2259.000 m2 | 2.50000 5647.50| 2.94000 6641.46| 2.61000 5895.99 SEAL COAT, 2 | | | 0020 405-05518 2259.000 m2 | 0.60000 1355.40| 0.90000 2033.10| 0.80000 1807.20 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 |(8) 35-1609544 |(9) 35-0999231 |T C INCORPORATED |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 10733.000 m2 | 0.25000 2683.25| 0.11000 1180.63| 0.10000 1073.30 ASPHALT FOR TACK COAT | | | 0022 601-01626 1.000 EACH| 2144.00000 2144.00| 1243.00000 1243.00| 1809.22000 1809.22 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-01740 1.000 EACH| 1900.00000 1900.00| 1752.00000 1752.00| 1608.20000 1608.20 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-02206 83.820 m | 54.00000 4526.28| 40.68000 3409.80| 45.68000 3828.90 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0025 601-02636 68.580 m | 105.00000 7200.90| 93.79000 6432.12| 73.37000 5031.71 GUARDRAIL, W BEAM, NESTED | | | 0026 601-04746 1.000 EACH| 6900.00000 6900.00| 5933.00000 5933.00| 5829.71000 5829.71 ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-06037 2.000 EACH| 714.00000 1428.00| 677.00000 1354.00| 603.07000 1206.14 GUARDRAIL END TREATMENT, I | | | 0028 601-94689 2.000 EACH| 4060.00000 8120.00| 3560.00000 7120.00| 3266.65000 6533.30 GUARDRAIL END TREATMENT, OS | | | 0029 601-97080 4.000 EACH| 2725.00000 10900.00| 2062.00000 8248.00| 2135.89000 8543.56 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 87.630 m | 39.00000 3417.57| 36.16000 3168.70| 33.62000 2946.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06646 115.000 m | 137.50000 15812.50| 66.00000 7590.00| 53.12000 6108.80 TEMPORARY CONCRETE BARRIER | | | 0032 610-05527 138.000 Mg | 79.20000 10929.60| 57.63000 7952.94| 51.26000 7073.88 HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 238.00000 238.00| 120.00000 120.00| 201.02000 201.02 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 24.000 EACH| 131.00000 3144.00| 116.00000 2784.00| 110.56000 2653.44 RIGHT OF WAY MARKER | | | 0035 615-06505 2.000 EACH| 494.00000 988.00| 548.00000 1096.00| 417.13000 834.26 MONUMENT, B | | | 0036 615-06527 1.000 EACH| 482.00000 482.00| 500.00000 500.00| 407.07000 407.07 MONUMENT, SECTION CORNER | | | 0037 616-02320 1708.000 m2 | 5.70000 9735.60| 1.50000 2562.00| 2.53000 4321.24 GEOTEXTILES | | | 0038 616-06405 1620.000 Mg | 25.95000 42039.00| 21.22000 34376.40| 31.41000 50884.20 RIPRAP, REVETMENT | | | 0039 616-06451 168.000 Mg | 33.30000 5594.40| 26.00000 4368.00| 31.41000 5276.88 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 |(8) 35-1609544 |(9) 35-0999231 |T C INCORPORATED |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01004 2.000 EACH| 625.00000 1250.00| 600.00000 1200.00| 527.69000 1055.38 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.711 Mg | 785.00000 558.14| 745.00000 529.70| 662.38000 470.95 FERTILIZER | | | 0042 621-06548 7.170 kg | 73.80000 529.15| 70.06000 502.33| 62.32000 446.83 SEED MIXTURE, CV | | | 0043 621-06553 125.000 kg | 10.50000 1312.50| 9.97000 1246.25| 8.87000 1108.75 SEED MIXTURE, R | | | 0044 621-06557 50.000 kg | 9.15000 457.50| 8.68000 434.00| 7.72000 386.00 SEED MIXTURE, T | | | 0045 621-06565 5.420 Mg | 604.00000 3273.68| 572.91000 3105.17| 509.60000 2762.03 MULCHING MATERIAL | | | 0046 621-06574 432.000 m2 | 5.40000 2332.80| 5.13000 2216.16| 4.56000 1969.92 SODDING | | | 0047 621-06575 265.000 m2 | 5.40000 1431.00| 5.13000 1359.45| 4.56000 1208.40 SODDING, NURSERY | | | 0048 622-52436 6.000 EACH| 29.80000 178.80| 23.00000 138.00| 25.13000 150.78 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 210.000 EACH| 10.75000 2257.50| 10.17000 2135.70| 9.05000 1900.50 SEEDLING | | | 0050 713-51334 LUMP| 69675.00000 69675.00| 121000.00000 121000.00| 79356.43000 79356.43 TEMPORARY PIPE AND APPROACHES | | | 0051 714-06660 88.300 m2 | 390.00000 34437.00| 460.00000 40618.00| 400.00000 35320.00 WINGWALL | | | 0052 714-06835 25.900 m | 3948.00000 102253.20| 5153.66000 133479.79| 4432.57000 114803.56 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 6700 mm X 3050 mm | | | 0053 715-05119 60.000 m | 112.00000 6720.00| 68.55000 4113.00| 97.50000 5850.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-06177 2.000 EACH| 745.00000 1490.00| 2080.00000 4160.00| 2213.62000 4427.24 SAFETY METAL END SECTION, 6:1, 0.83 m2 | | | 0055 801-04308 4.000 EACH| 375.00000 1500.00| 356.00000 1424.00| 145.74000 582.96 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 2076.000 m | 0.56000 1162.56| 0.53000 1100.28| 0.50000 1038.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 480.000 m | 3.80000 1824.00| 3.62000 1737.60| 3.27000 1569.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06605 18.000 EACH| 113.25000 2038.50| 107.00000 1926.00| 85.44000 1537.92 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 |(8) 35-1609544 |(9) 35-0999231 |T C INCORPORATED |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06640 24.000 EACH| 70.30000 1687.20| 67.00000 1608.00| 69.35000 1664.40 CONSTRUCTION SIGN, A | | | 0060 801-06645 14.000 EACH| 35.75000 500.50| 34.00000 476.00| 35.18000 492.52 CONSTRUCTION SIGN, B | | | 0061 808-06712 116.000 m | 0.54000 62.64| 0.51000 59.16| 0.64000 74.24 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 1038.000 m | 0.54000 560.52| 0.51000 529.38| 0.64000 664.32 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 464.000 m | 0.54000 250.56| 0.51000 236.64| 0.64000 296.96 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-75996 20.000 EACH| 6.45000 129.00| 10.00000 200.00| 10.73000 214.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 20.000 EACH| 57.18000 1143.60| 54.00000 1080.00| 45.23000 904.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 207-02045 1282.000 m3 | 5.00000 6410.00| 2.00000 2564.00| 11.64000 14922.48 EXCAVATION FOR SUBGRADE TREATMENT | | | 0067 801-06775 LUMP| 3155.00000 3155.00| 500.00000 500.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0068 808-06716 300.000 m | 1.75000 525.00| 1.64000 492.00| 1.66000 498.00 LINE, REMOVE | | | SECTION TOTALS | $ 757,948.10| $ 766,837.06| $ 794,710.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 757,948.10| $ 766,837.06| $ 794,710.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 |(11) 35-1523985 |(12) 35-1057871 |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06790 6.000 MOS | 650.00000 3900.00| 1500.00000 9000.00| 1400.00000 8400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 14000.00000 14000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 100.000 m | 7.00000 700.00| 16.00000 1600.00| 12.00000 1200.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 13000.00000 13000.00| 35000.00000 35000.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 288.000 m2 | 10.00000 2880.00| 9.60000 2764.80| 15.00000 4320.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 3500.000 m3 | 13.00000 45500.00| 9.16000 32060.00| 17.00000 59500.00 EXCAVATION, COMMON | | | 0010 205-02224 1278.000 m | 5.50000 7029.00| 7.00000 8946.00| 10.00000 12780.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 549.000 m | 9.00000 4941.00| 11.00000 6039.00| 12.00000 6588.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02060 400.000 m3 | 30.00000 12000.00| 23.50000 9400.00| 29.00000 11600.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 315.000 m3 | 115.00000 36225.00| 130.00000 40950.00| 108.00000 34020.00 FLOWABLE MORTAR | | | 0014 303-52308 2318.000 Mg | 17.00000 39406.00| 18.70000 43346.60| 18.00000 41724.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 1170.000 Mg | 35.00000 40950.00| 37.50000 43875.00| 35.00000 40950.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 1407.000 Mg | 36.00000 50652.00| 43.50000 61204.50| 36.00000 50652.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 399.000 Mg | 56.00000 22344.00| 60.50000 24139.50| 54.00000 21546.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 245.000 Mg | 51.00000 12495.00| 54.32000 13308.40| 37.00000 9065.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 2259.000 m2 | 1.80000 4066.20| 1.90000 4292.10| 3.00000 6777.00 SEAL COAT, 2 | | | 0020 405-05518 2259.000 m2 | 0.80000 1807.20| 0.83000 1874.97| 1.00000 2259.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 |(11) 35-1523985 |(12) 35-1057871 |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 10733.000 m2 | 0.15000 1609.95| 0.11000 1180.63| 0.11000 1180.63 ASPHALT FOR TACK COAT | | | 0022 601-01626 1.000 EACH| 1900.00000 1900.00| 2050.00000 2050.00| 1210.00000 1210.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-01740 1.000 EACH| 1700.00000 1700.00| 2050.00000 2050.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-02206 83.820 m | 47.00000 3939.54| 51.00000 4274.82| 40.00000 3352.80 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0025 601-02636 68.580 m | 76.00000 5212.08| 81.76000 5607.10| 91.00000 6240.78 GUARDRAIL, W BEAM, NESTED | | | 0026 601-04746 1.000 EACH| 6000.00000 6000.00| 6400.00000 6400.00| 6580.00000 6580.00 ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-06037 2.000 EACH| 625.00000 1250.00| 700.00000 1400.00| 659.00000 1318.00 GUARDRAIL END TREATMENT, I | | | 0028 601-94689 2.000 EACH| 3420.00000 6840.00| 3550.00000 7100.00| 3465.00000 6930.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97080 4.000 EACH| 2230.00000 8920.00| 2300.00000 9200.00| 2007.00000 8028.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 87.630 m | 35.00000 3067.05| 37.50000 3286.13| 35.00000 3067.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06646 115.000 m | 70.00000 8050.00| 78.00000 8970.00| 98.00000 11270.00 TEMPORARY CONCRETE BARRIER | | | 0032 610-05527 138.000 Mg | 73.00000 10074.00| 77.25000 10660.50| 55.00000 7590.00 HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 223.55000 223.55| 300.00000 300.00| 120.00000 120.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 24.000 EACH| 115.00000 2760.00| 180.00000 4320.00| 119.00000 2856.00 RIGHT OF WAY MARKER | | | 0035 615-06505 2.000 EACH| 430.00000 860.00| 600.00000 1200.00| 600.00000 1200.00 MONUMENT, B | | | 0036 615-06527 1.000 EACH| 425.00000 425.00| 600.00000 600.00| 500.00000 500.00 MONUMENT, SECTION CORNER | | | 0037 616-02320 1708.000 m2 | 4.50000 7686.00| 3.11000 5311.88| 3.00000 5124.00 GEOTEXTILES | | | 0038 616-06405 1620.000 Mg | 20.50000 33210.00| 25.00000 40500.00| 24.00000 38880.00 RIPRAP, REVETMENT | | | 0039 616-06451 168.000 Mg | 24.50000 4116.00| 50.00000 8400.00| 24.00000 4032.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 |(11) 35-1523985 |(12) 35-1057871 |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01004 2.000 EACH| 550.00000 1100.00| 700.00000 1400.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.711 Mg | 690.00000 490.59| 800.00000 568.80| 700.00000 497.70 FERTILIZER | | | 0042 621-06548 7.170 kg | 65.00000 466.05| 80.00000 573.60| 66.00000 473.22 SEED MIXTURE, CV | | | 0043 621-06553 125.000 kg | 9.30000 1162.50| 10.00000 1250.00| 10.00000 1250.00 SEED MIXTURE, R | | | 0044 621-06557 50.000 kg | 8.10000 405.00| 10.00000 500.00| 9.00000 450.00 SEED MIXTURE, T | | | 0045 621-06565 5.420 Mg | 530.00000 2872.60| 600.00000 3252.00| 520.00000 2818.40 MULCHING MATERIAL | | | 0046 621-06574 432.000 m2 | 4.80000 2073.60| 6.50000 2808.00| 5.00000 2160.00 SODDING | | | 0047 621-06575 265.000 m2 | 4.80000 1272.00| 6.50000 1722.50| 5.00000 1325.00 SODDING, NURSERY | | | 0048 622-52436 6.000 EACH| 26.00000 156.00| 40.00000 240.00| 25.00000 150.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 210.000 EACH| 9.50000 1995.00| 11.00000 2310.00| 10.00000 2100.00 SEEDLING | | | 0050 713-51334 LUMP| 117000.00000 117000.00| 120000.00000 120000.00| 140000.00000 140000.00 TEMPORARY PIPE AND APPROACHES | | | 0051 714-06660 88.300 m2 | 290.00000 25607.00| 360.00000 31788.00| 532.00000 46975.60 WINGWALL | | | 0052 714-06835 25.900 m | 5800.00000 150220.00| 3800.00000 98420.00| 5122.00000 132659.80 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 6700 mm X 3050 mm | | | 0053 715-05119 60.000 m | 105.00000 6300.00| 80.00000 4800.00| 85.00000 5100.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-06177 2.000 EACH| 1950.00000 3900.00| 1800.00000 3600.00| 3000.00000 6000.00 SAFETY METAL END SECTION, 6:1, 0.83 m2 | | | 0055 801-04308 4.000 EACH| 335.00000 1340.00| 600.00000 2400.00| 394.00000 1576.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 2076.000 m | 0.50000 1038.00| 0.54000 1121.04| 0.36000 747.36 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 480.000 m | 3.40000 1632.00| 4.00000 1920.00| 4.00000 1920.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06605 18.000 EACH| 110.00000 1980.00| 200.00000 3600.00| 110.00000 1980.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1212938 |(11) 35-1523985 |(12) 35-1057871 |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06640 24.000 EACH| 70.00000 1680.00| 100.00000 2400.00| 105.00000 2520.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 14.000 EACH| 32.00000 448.00| 50.00000 700.00| 39.00000 546.00 CONSTRUCTION SIGN, B | | | 0061 808-06712 116.000 m | 0.45000 52.20| 0.52000 60.32| 0.45000 52.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 1038.000 m | 0.45000 467.10| 0.51000 529.38| 0.50000 519.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 464.000 m | 0.45000 208.80| 0.52000 241.28| 0.50000 232.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-75996 20.000 EACH| 15.00000 300.00| 12.00000 240.00| 60.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 20.000 EACH| 49.50000 990.00| 60.00000 1200.00| 50.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 207-02045 1282.000 m3 | 7.00000 8974.00| 6.50000 8333.00| 4.00000 5128.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0067 801-06775 LUMP| 8000.00000 8000.00| 17500.00000 17500.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0068 808-06716 300.000 m | 1.55000 465.00| 1.67000 501.00| 2.00000 600.00 LINE, REMOVE | | | SECTION TOTALS | $ 805,334.01| $ 826,590.85| $ 871,640.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 805,334.01| $ 826,590.85| $ 871,640.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(13) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06790 6.000 MOS | 2293.68000 13762.08| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10947.04000 10947.04| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43750.00000 43750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1170.83000 1170.83| | CLEARING RIGHT OF WAY | | | 0005 202-02241 100.000 m | 10.53000 1053.00| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 6557.90000 6557.90| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 288.000 m2 | 8.29000 2387.52| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 3500.000 m3 | 16.51000 57785.00| | EXCAVATION, COMMON | | | 0010 205-02224 1278.000 m | 5.89000 7527.42| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 549.000 m | 9.74000 5347.26| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02060 400.000 m3 | 49.69000 19876.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 315.000 m3 | 86.40000 27216.00| | FLOWABLE MORTAR | | | 0014 303-52308 2318.000 Mg | 24.10000 55863.80| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 1170.000 Mg | 32.00000 37440.00| | HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 1407.000 Mg | 33.00000 46431.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 399.000 Mg | 50.00000 19950.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 245.000 Mg | 33.50000 8207.50| | HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 2259.000 m2 | 2.60000 5873.40| | SEAL COAT, 2 | | | 0020 405-05518 2259.000 m2 | 0.80000 1807.20| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(13) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 10733.000 m2 | 0.10000 1073.30| | ASPHALT FOR TACK COAT | | | 0022 601-01626 1.000 EACH| 1157.86000 1157.86| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-01740 1.000 EACH| 1631.53000 1631.53| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-02206 83.820 m | 37.89000 3175.94| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0025 601-02636 68.580 m | 87.37000 5991.83| | GUARDRAIL, W BEAM, NESTED | | | 0026 601-04746 1.000 EACH| 5526.15000 5526.15| | ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-06037 2.000 EACH| 630.51000 1261.02| | GUARDRAIL END TREATMENT, I | | | 0028 601-94689 2.000 EACH| 3315.69000 6631.38| | GUARDRAIL END TREATMENT, OS | | | 0029 601-97080 4.000 EACH| 1921.00000 7684.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 87.630 m | 33.68000 2951.38| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06646 115.000 m | 122.05000 14035.75| | TEMPORARY CONCRETE BARRIER | | | 0032 610-05527 138.000 Mg | 51.00000 7038.00| | HMA FOR APPROACHES | | | 0033 611-06497 1.000 EACH| 110.52000 110.52| | MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 24.000 EACH| 108.42000 2602.08| | RIGHT OF WAY MARKER | | | 0035 615-06505 2.000 EACH| 510.51000 1021.02| | MONUMENT, B | | | 0036 615-06527 1.000 EACH| 463.14000 463.14| | MONUMENT, SECTION CORNER | | | 0037 616-02320 1708.000 m2 | 3.51000 5995.08| | GEOTEXTILES | | | 0038 616-06405 1620.000 Mg | 27.68000 44841.60| | RIPRAP, REVETMENT | | | 0039 616-06451 168.000 Mg | 28.70000 4821.60| | RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(13) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01004 2.000 EACH| 552.62000 1105.24| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.711 Mg | 692.69000 492.50| | FERTILIZER | | | 0042 621-06548 7.170 kg | 65.26000 467.91| | SEED MIXTURE, CV | | | 0043 621-06553 125.000 kg | 9.28000 1160.00| | SEED MIXTURE, R | | | 0044 621-06557 50.000 kg | 8.08000 404.00| | SEED MIXTURE, T | | | 0045 621-06565 5.420 Mg | 533.67000 2892.49| | MULCHING MATERIAL | | | 0046 621-06574 432.000 m2 | 4.78000 2064.96| | SODDING | | | 0047 621-06575 265.000 m2 | 4.78000 1266.70| | SODDING, NURSERY | | | 0048 622-52436 6.000 EACH| 26.32000 157.92| | SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 210.000 EACH| 9.47000 1988.70| | SEEDLING | | | 0050 713-51334 LUMP| 142905.73000 142905.73| | TEMPORARY PIPE AND APPROACHES | | | 0051 714-06660 88.300 m2 | 484.56000 42786.65| | WINGWALL | | | 0052 714-06835 25.900 m | 6194.21000 160430.04| | CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 6700 mm X 3050 mm | | | 0053 715-05119 60.000 m | 72.91000 4374.60| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0054 715-06177 2.000 EACH| 2932.43000 5864.86| | SAFETY METAL END SECTION, 6:1, 0.83 m2 | | | 0055 801-04308 4.000 EACH| 384.20000 1536.80| | ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 2076.000 m | 0.35000 726.60| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 480.000 m | 3.37000 1617.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06605 18.000 EACH| 105.26000 1894.68| | BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 431 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 850,068.27 ROUTE : SR 32 CALL ORDER : 431 CONTRACT ID : B -24955-A COUNTIES : BOONE LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(13) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06640 24.000 EACH| 100.00000 2400.00| | CONSTRUCTION SIGN, A | | | 0060 801-06645 14.000 EACH| 36.84000 515.76| | CONSTRUCTION SIGN, B | | | 0061 808-06712 116.000 m | 0.42000 48.72| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 1038.000 m | 0.35000 363.30| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 464.000 m | 0.35000 162.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-75996 20.000 EACH| 52.63000 1052.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 20.000 EACH| 47.37000 947.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 207-02045 1282.000 m3 | 15.62000 20024.84| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0067 801-06775 LUMP| 23884.89000 23884.89| | MAINTAINING TRAFFIC | | | 0068 808-06716 300.000 m | 1.73000 519.00| | LINE, REMOVE | | | SECTION TOTALS | $ 915,023.02| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 915,023.02| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9954029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 473,999.00 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 486,787.26 102.6979% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 511,981.73 108.0132% 4 35-1523985 WIRTZ & YATES, INC. $ 574,514.06 121.2057% 5 35-1673827 HENDERSON, H.E., INC. $ 598,176.07 126.1977% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 626,672.42 132.2096% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 629,606.25 132.8286% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 637,586.17 134.5121% 9 35-1212938 ATLAS EXCAVATING, INC. $ 655,122.96 138.2118% 10 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 674,413.10 142.2815% 11 35-1609544 SCHUTT-LOOKABILL CO $ 706,928.16 149.1412% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1310611 |(3) 35-1381845 |ISOM, JACK CONSTRUCTION CO |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 1250.00000 11250.00| 1000.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 6000.00000 6000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 22500.00000 22500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 12500.00000 12500.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 5000.00000 5000.00| 10000.00000 10000.00| 6000.00000 6000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 7641.000 m3 | 7.75000 59217.75| 5.00000 38205.00| 6.00000 45846.00 EXCAVATION, COMMON | | | 0007 203-51223 415.000 m3 | 11.00000 4565.00| 7.00000 2905.00| 6.00000 2490.00 EXCAVATION, WATERWAY | | | 0008 205-02224 93.000 m | 11.00000 1023.00| 6.00000 558.00| 6.60000 613.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 93.700 m | 5.00000 468.50| 10.00000 937.00| 10.40000 974.48 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1310611 |(3) 35-1381845 |ISOM, JACK CONSTRUCTION CO |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 206-51220 135.000 m3 | 60.00000 8100.00| 100.00000 13500.00| 200.00000 27000.00 EXCAVATION, WET | | | 0011 206-51225 23.000 m3 | 12.00000 276.00| 50.00000 1150.00| 10.00000 230.00 EXCAVATION, DRY | | | 0012 211-06467 12.800 m3 | 40.00000 512.00| 30.00000 384.00| 25.00000 320.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-04095 300.000 Mg | 15.00000 4500.00| 17.00000 5100.00| 22.00000 6600.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0014 303-52308 1751.000 Mg | 16.00000 28016.00| 15.00000 26265.00| 17.60000 30817.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 450.000 Mg | 48.00000 21600.00| 41.25000 18562.50| 41.25000 18562.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 201.000 Mg | 71.00000 14271.00| 53.08000 10669.08| 53.10000 10673.10 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 404-05514 795.000 m2 | 6.25000 4968.75| 7.59000 6034.05| 7.60000 6042.00 SEAL COAT, 5 | | | 0018 405-05518 2750.000 m2 | 0.70000 1925.00| 2.09000 5747.50| 2.10000 5775.00 ASPHALT FOR PRIME COAT | | | 0019 406-05521 2700.000 m2 | 0.35000 945.00| 0.50000 1350.00| 0.50000 1350.00 ASPHALT FOR TACK COAT | | | 0020 501-05090 108.200 m2 | 45.00000 4869.00| 70.00000 7574.00| 50.00000 5410.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0021 601-01846 1.000 EACH| 1750.00000 1750.00| 1760.00000 1760.00| 1760.00000 1760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-02354 4.000 EACH| 500.00000 2000.00| 412.50000 1650.00| 412.50000 1650.00 GUARDRAIL TRANSITION, WT | | | 0023 601-04150 95.250 m | 140.00000 13335.00| 140.80000 13411.20| 140.80000 13411.20 GUARDRAIL, THRIE BEAM, 1.905 m SPACING ,| | | SIDE MOUNTED BRIDGE RAIL | | | 0024 601-06037 3.000 EACH| 700.00000 2100.00| 660.00000 1980.00| 660.00000 1980.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 125.610 m | 35.00000 4396.35| 35.00000 4396.35| 35.00000 4396.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-02664 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| 5500.00000 5500.00 GATE, CATTLE | | | 0027 603-06040 680.000 m | 20.00000 13600.00| 17.60000 11968.00| 17.60000 11968.00 FENCE, FARM FIELD, 1190 mm , BARBED | | | WIRE TOP, (ALL 9 GAUGE WIRE) | | | 0028 603-91340 3.000 EACH| 1200.00000 3600.00| 1320.00000 3960.00| 1320.00000 3960.00 FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1310611 |(3) 35-1381845 |ISOM, JACK CONSTRUCTION CO |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 616-02320 1187.000 m2 | 4.00000 4748.00| 3.00000 3561.00| 2.50000 2967.50 GEOTEXTILES | | | 0030 616-06405 1048.000 Mg | 17.00000 17816.00| 17.50000 18340.00| 18.00000 18864.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 650.00000 1300.00| 770.00000 1540.00| 770.00000 1540.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 37.600 kg | 26.00000 977.60| 17.05000 641.08| 17.00000 639.20 SEED MIXTURE, LEGUME, 2 | | | 0033 621-06545 1.200 Mg | 500.00000 600.00| 819.50000 983.40| 820.00000 984.00 FERTILIZER | | | 0034 621-06548 4.800 kg | 77.00000 369.60| 68.20000 327.36| 68.00000 326.40 SEED MIXTURE, CV | | | 0035 621-06553 179.500 kg | 3.00000 538.50| 10.90000 1956.55| 10.90000 1956.55 SEED MIXTURE, R | | | 0036 621-06565 5.600 Mg | 525.00000 2940.00| 632.50000 3542.00| 632.00000 3539.20 MULCHING MATERIAL | | | 0037 621-06567 19.200 kL | 1.00000 19.20| 0.55000 10.56| 0.55000 10.56 WATER | | | 0038 621-06575 1060.000 m2 | 3.00000 3180.00| 4.90000 5194.00| 4.90000 5194.00 SODDING, NURSERY | | | 0039 622-52436 2.000 EACH| 35.00000 70.00| 27.50000 55.00| 27.50000 55.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 70.000 EACH| 10.00000 700.00| 9.90000 693.00| 9.90000 693.00 SEEDLING | | | 0041 622-98200 4.000 EACH| 35.00000 140.00| 27.50000 110.00| 27.50000 110.00 SIGN, DO NOT DISTURB | | | 0042 701-01849 370.480 m | 81.00000 30008.88| 75.00000 27786.00| 98.00000 36307.04 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0043 701-93633 10.000 m | 500.00000 5000.00| 250.00000 2500.00| 250.00000 2500.00 OVERSIZED PREDRILLED PILE HOLES | | | 0044 701-99086 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 200.00000 800.00 PILE TIP, STEEL SHELL , 356 mm | | | 0045 702-51005 56.600 m3 | 360.00000 20376.00| 400.00000 22640.00| 455.00000 25753.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 19.200 m3 | 360.00000 6912.00| 400.00000 7680.00| 390.00000 7488.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 5491.000 kg | 1.02000 5600.82| 1.25000 6863.75| 1.20000 6589.20 REINFORCING STEEL | | | 0048 703-51032 9811.000 kg | 1.25000 12263.75| 1.35000 13244.85| 1.35000 13244.85 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1310611 |(3) 35-1381845 |ISOM, JACK CONSTRUCTION CO |ROBERTSON, DUNCAN, INC. |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 704-51002 101.400 m3 | 360.00000 36504.00| 500.00000 50700.00| 455.00000 46137.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 707-05974 169.000 m2 | 340.00000 57460.00| 350.00000 59150.00| 330.00000 55770.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0051 709-51821 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 2100.00000 2100.00 SURFACE SEAL | | | 0052 715-05021 40.000 m | 28.00000 1120.00| 60.00000 2400.00| 55.00000 2200.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05407 24.000 m | 30.00000 720.00| 10.00000 240.00| 30.00000 720.00 PIPE, END BENT DRAIN, 150 mm | | | 0054 715-46005 6.000 EACH| 125.00000 750.00| 225.00000 1350.00| 225.00000 1350.00 PIPE END SECTION, 375 mm | | | 0055 801-04308 2.000 EACH| 800.00000 1600.00| 500.00000 1000.00| 500.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06605 4.000 EACH| 300.00000 1200.00| 160.00000 640.00| 165.00000 660.00 BARRICADE, IIIA | | | 0057 801-06640 4.000 EACH| 300.00000 1200.00| 132.00000 528.00| 140.00000 560.00 CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP| 6500.00000 6500.00| 2500.00000 2500.00| 1800.00000 1800.00 MAINTAINING TRAFFIC | | | 0059 802-76035 0.840 m2 | 195.00000 163.80| 209.00000 175.56| 210.00000 176.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 802-76055 7.300 m | 25.00000 182.50| 16.23000 118.47| 16.00000 116.80 SIGN POST, A | | | SECTION TOTALS | $ 473,999.00| $ 486,787.26| $ 511,981.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,999.00| $ 486,787.26| $ 511,981.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1673827 |(6) 35-1917625 |WIRTZ & YATES, INC. |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1200.00000 10800.00| 743.00000 6687.00| 1475.00000 13275.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 19620.00000 19620.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 20544.00000 20544.00| 31000.00000 31000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17000.00000 17000.00| 13920.00000 13920.00| 12500.00000 12500.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 22000.00000 22000.00| 10712.00000 10712.00| 53900.00000 53900.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 7641.000 m3 | 7.85000 59981.85| 12.55000 95894.55| 10.00000 76410.00 EXCAVATION, COMMON | | | 0007 203-51223 415.000 m3 | 10.50000 4357.50| 12.25000 5083.75| 10.00000 4150.00 EXCAVATION, WATERWAY | | | 0008 205-02224 93.000 m | 7.25000 674.25| 6.30000 585.90| 6.32000 587.76 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 93.700 m | 11.00000 1030.70| 9.92000 929.50| 9.95000 932.32 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 206-51220 135.000 m3 | 104.30000 14080.50| 29.71000 4010.85| 30.00000 4050.00 EXCAVATION, WET | | | 0011 206-51225 23.000 m3 | 20.00000 460.00| 19.34000 444.82| 22.00000 506.00 EXCAVATION, DRY | | | 0012 211-06467 12.800 m3 | 26.56000 339.97| 52.86000 676.61| 140.00000 1792.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-04095 300.000 Mg | 18.70000 5610.00| 19.68000 5904.00| 21.50000 6450.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0014 303-52308 1751.000 Mg | 17.60000 30817.60| 15.82000 27700.82| 16.00000 28016.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 450.000 Mg | 52.00000 23400.00| 39.38000 17721.00| 42.00000 18900.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 201.000 Mg | 56.00000 11256.00| 50.66000 10182.66| 50.00000 10050.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 404-05514 795.000 m2 | 6.00000 4770.00| 7.25000 5763.75| 5.50000 4372.50 SEAL COAT, 5 | | | 0018 405-05518 2750.000 m2 | 0.57000 1567.50| 2.00000 5500.00| 0.50000 1375.00 ASPHALT FOR PRIME COAT | | | 0019 406-05521 2700.000 m2 | 0.08000 216.00| 0.47000 1269.00| 0.07000 189.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1673827 |(6) 35-1917625 |WIRTZ & YATES, INC. |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 501-05090 108.200 m2 | 60.00000 6492.00| 66.31000 7174.74| 70.00000 7574.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0021 601-01846 1.000 EACH| 1800.00000 1800.00| 1680.00000 1680.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-02354 4.000 EACH| 430.00000 1720.00| 393.75000 1575.00| 394.00000 1576.00 GUARDRAIL TRANSITION, WT | | | 0023 601-04150 95.250 m | 143.00000 13620.75| 134.40000 12801.60| 140.00000 13335.00 GUARDRAIL, THRIE BEAM, 1.905 m SPACING ,| | | SIDE MOUNTED BRIDGE RAIL | | | 0024 601-06037 3.000 EACH| 700.00000 2100.00| 630.00000 1890.00| 625.00000 1875.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 125.610 m | 36.50000 4584.77| 33.39000 4194.12| 33.40000 4195.37 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-02664 1.000 EACH| 10000.00000 10000.00| 2428.20000 2428.20| 7200.00000 7200.00 GATE, CATTLE | | | 0027 603-06040 680.000 m | 18.00000 12240.00| 16.80000 11424.00| 16.85000 11458.00 FENCE, FARM FIELD, 1190 mm , BARBED | | | WIRE TOP, (ALL 9 GAUGE WIRE) | | | 0028 603-91340 3.000 EACH| 1380.00000 4140.00| 1260.00000 3780.00| 1275.00000 3825.00 FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0029 616-02320 1187.000 m2 | 3.60000 4273.20| 1.69000 2006.03| 3.00000 3561.00 GEOTEXTILES | | | 0030 616-06405 1048.000 Mg | 26.40000 27667.20| 15.10000 15824.80| 21.75000 22794.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 900.00000 1800.00| 735.00000 1470.00| 740.00000 1480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 37.600 kg | 20.00000 752.00| 16.28000 612.13| 16.25000 611.00 SEED MIXTURE, LEGUME, 2 | | | 0033 621-06545 1.200 Mg | 1000.00000 1200.00| 782.25000 938.70| 780.00000 936.00 FERTILIZER | | | 0034 621-06548 4.800 kg | 70.00000 336.00| 65.10000 312.48| 65.00000 312.00 SEED MIXTURE, CV | | | 0035 621-06553 179.500 kg | 12.00000 2154.00| 10.40000 1866.80| 10.50000 1884.75 SEED MIXTURE, R | | | 0036 621-06565 5.600 Mg | 700.00000 3920.00| 603.75000 3381.00| 600.00000 3360.00 MULCHING MATERIAL | | | 0037 621-06567 19.200 kL | 1.00000 19.20| 0.53000 10.18| 0.55000 10.56 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1673827 |(6) 35-1917625 |WIRTZ & YATES, INC. |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06575 1060.000 m2 | 6.00000 6360.00| 4.67000 4950.20| 4.70000 4982.00 SODDING, NURSERY | | | 0039 622-52436 2.000 EACH| 40.00000 80.00| 26.25000 52.50| 26.00000 52.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 70.000 EACH| 12.00000 840.00| 9.45000 661.50| 9.50000 665.00 SEEDLING | | | 0041 622-98200 4.000 EACH| 40.00000 160.00| 26.25000 105.00| 26.00000 104.00 SIGN, DO NOT DISTURB | | | 0042 701-01849 370.480 m | 85.00000 31490.80| 109.81000 40682.41| 92.00000 34084.16 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0043 701-93633 10.000 m | 660.00000 6600.00| 86.91000 869.10| 100.00000 1000.00 OVERSIZED PREDRILLED PILE HOLES | | | 0044 701-99086 4.000 EACH| 250.00000 1000.00| 195.43000 781.72| 230.00000 920.00 PILE TIP, STEEL SHELL , 356 mm | | | 0045 702-51005 56.600 m3 | 522.97000 29600.10| 592.70000 33546.82| 775.00000 43865.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 19.200 m3 | 473.96000 9100.03| 628.51000 12067.39| 300.00000 5760.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 5491.000 kg | 1.32000 7248.12| 3.60000 19767.60| 1.05000 5765.55 REINFORCING STEEL | | | 0048 703-51032 9811.000 kg | 1.54000 15108.94| 3.47000 34044.17| 1.30000 12754.30 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 101.400 m3 | 462.52000 46899.53| 514.42000 52162.19| 750.00000 76050.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 707-05974 169.000 m2 | 325.00000 54925.00| 355.46000 60072.74| 330.00000 55770.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0051 709-51821 LUMP| 2400.00000 2400.00| 2079.00000 2079.00| 2000.00000 2000.00 SURFACE SEAL | | | 0052 715-05021 40.000 m | 40.00000 1600.00| 50.54000 2021.60| 135.00000 5400.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05407 24.000 m | 39.50000 948.00| 17.14000 411.36| 44.00000 1056.00 PIPE, END BENT DRAIN, 150 mm | | | 0054 715-46005 6.000 EACH| 150.00000 900.00| 182.02000 1092.12| 330.00000 1980.00 PIPE END SECTION, 375 mm | | | 0055 801-04308 2.000 EACH| 800.00000 1600.00| 472.50000 945.00| 470.00000 940.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06605 4.000 EACH| 300.00000 1200.00| 152.25000 609.00| 150.00000 600.00 BARRICADE, IIIA | | | 0057 801-06640 4.000 EACH| 240.00000 960.00| 126.00000 504.00| 125.00000 500.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1673827 |(6) 35-1917625 |WIRTZ & YATES, INC. |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06775 LUMP| 6000.00000 6000.00| 3950.00000 3950.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0059 802-76035 0.840 m2 | 220.00000 184.80| 199.50000 167.58| 200.00000 168.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 802-76055 7.300 m | 17.50000 127.75| 15.49000 113.08| 15.50000 113.15 SIGN POST, A | | | SECTION TOTALS | $ 574,514.06| $ 598,176.07| $ 626,672.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 574,514.06| $ 598,176.07| $ 626,672.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0918397 |(9) 35-1212938 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1500.00000 13500.00| 1350.00000 12150.00| 650.00000 5850.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 12300.00000 12300.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31500.00000 31500.00| 31000.00000 31000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 15000.00000 15000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 53078.00000 53078.00| 19400.00000 19400.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 7641.000 m3 | 4.75000 36294.75| 13.00000 99333.00| 11.00000 84051.00 EXCAVATION, COMMON | | | 0007 203-51223 415.000 m3 | 4.75000 1971.25| 14.75000 6121.25| 10.00000 4150.00 EXCAVATION, WATERWAY | | | 0008 205-02224 93.000 m | 6.50000 604.50| 6.00000 558.00| 7.00000 651.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 93.700 m | 10.00000 937.00| 9.45000 885.47| 20.00000 1874.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 206-51220 135.000 m3 | 325.00000 43875.00| 580.00000 78300.00| 70.00000 9450.00 EXCAVATION, WET | | | 0011 206-51225 23.000 m3 | 14.00000 322.00| 28.00000 644.00| 50.00000 1150.00 EXCAVATION, DRY | | | 0012 211-06467 12.800 m3 | 45.00000 576.00| 48.00000 614.40| 90.00000 1152.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 303-04095 300.000 Mg | 21.00000 6300.00| 18.35000 5505.00| 17.50000 5250.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0014 303-52308 1751.000 Mg | 14.00000 24514.00| 14.20000 24864.20| 15.50000 27140.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 450.000 Mg | 41.00000 18450.00| 39.30000 17685.00| 44.00000 19800.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 201.000 Mg | 53.00000 10653.00| 57.60000 11577.60| 52.00000 10452.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 404-05514 795.000 m2 | 7.50000 5962.50| 5.30000 4213.50| 5.70000 4531.50 SEAL COAT, 5 | | | 0018 405-05518 2750.000 m2 | 2.00000 5500.00| 0.36000 990.00| 0.55000 1512.50 ASPHALT FOR PRIME COAT | | | 0019 406-05521 2700.000 m2 | 0.50000 1350.00| 0.24000 648.00| 0.10000 270.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0918397 |(9) 35-1212938 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 501-05090 108.200 m2 | 65.00000 7033.00| 65.00000 7033.00| 52.00000 5626.40 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0021 601-01846 1.000 EACH| 1750.00000 1750.00| 1600.00000 1600.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-02354 4.000 EACH| 410.00000 1640.00| 375.00000 1500.00| 395.00000 1580.00 GUARDRAIL TRANSITION, WT | | | 0023 601-04150 95.250 m | 140.00000 13335.00| 142.00000 13525.50| 135.00000 12858.75 GUARDRAIL, THRIE BEAM, 1.905 m SPACING ,| | | SIDE MOUNTED BRIDGE RAIL | | | 0024 601-06037 3.000 EACH| 655.00000 1965.00| 600.00000 1800.00| 625.00000 1875.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 125.610 m | 35.00000 4396.35| 32.00000 4019.52| 33.00000 4145.13 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-02664 1.000 EACH| 6600.00000 6600.00| 10000.00000 10000.00| 8000.00000 8000.00 GATE, CATTLE | | | 0027 603-06040 680.000 m | 18.00000 12240.00| 16.00000 10880.00| 16.90000 11492.00 FENCE, FARM FIELD, 1190 mm , BARBED | | | WIRE TOP, (ALL 9 GAUGE WIRE) | | | 0028 603-91340 3.000 EACH| 1400.00000 4200.00| 1200.00000 3600.00| 1300.00000 3900.00 FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0029 616-02320 1187.000 m2 | 2.00000 2374.00| 2.00000 2374.00| 4.50000 5341.50 GEOTEXTILES | | | 0030 616-06405 1048.000 Mg | 22.00000 23056.00| 20.30000 21274.40| 18.00000 18864.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 765.00000 1530.00| 700.00000 1400.00| 730.00000 1460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 37.600 kg | 17.00000 639.20| 15.50000 582.80| 16.20000 609.12 SEED MIXTURE, LEGUME, 2 | | | 0033 621-06545 1.200 Mg | 815.00000 978.00| 745.00000 894.00| 780.00000 936.00 FERTILIZER | | | 0034 621-06548 4.800 kg | 68.00000 326.40| 62.00000 297.60| 65.00000 312.00 SEED MIXTURE, CV | | | 0035 621-06553 179.500 kg | 11.00000 1974.50| 9.90000 1777.05| 10.40000 1866.80 SEED MIXTURE, R | | | 0036 621-06565 5.600 Mg | 625.00000 3500.00| 575.00000 3220.00| 605.00000 3388.00 MULCHING MATERIAL | | | 0037 621-06567 19.200 kL | 0.55000 10.56| 0.50000 9.60| 0.55000 10.56 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0918397 |(9) 35-1212938 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06575 1060.000 m2 | 6.20000 6572.00| 4.45000 4717.00| 4.60000 4876.00 SODDING, NURSERY | | | 0039 622-52436 2.000 EACH| 28.00000 56.00| 25.00000 50.00| 26.00000 52.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 70.000 EACH| 10.00000 700.00| 9.00000 630.00| 9.50000 665.00 SEEDLING | | | 0041 622-98200 4.000 EACH| 30.00000 120.00| 25.00000 100.00| 26.00000 104.00 SIGN, DO NOT DISTURB | | | 0042 701-01849 370.480 m | 68.00000 25192.64| 83.00000 30749.84| 135.00000 50014.80 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0043 701-93633 10.000 m | 265.00000 2650.00| 30.00000 300.00| 450.00000 4500.00 OVERSIZED PREDRILLED PILE HOLES | | | 0044 701-99086 4.000 EACH| 260.00000 1040.00| 180.00000 720.00| 230.00000 920.00 PILE TIP, STEEL SHELL , 356 mm | | | 0045 702-51005 56.600 m3 | 800.00000 45280.00| 580.00000 32828.00| 500.00000 28300.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 19.200 m3 | 600.00000 11520.00| 580.00000 11136.00| 450.00000 8640.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 5491.000 kg | 1.10000 6040.10| 0.92000 5051.72| 1.30000 7138.30 REINFORCING STEEL | | | 0048 703-51032 9811.000 kg | 1.30000 12754.30| 1.04000 10203.44| 1.40000 13735.40 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 101.400 m3 | 780.00000 79092.00| 540.00000 54756.00| 400.00000 40560.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 707-05974 169.000 m2 | 380.00000 64220.00| 300.00000 50700.00| 735.00000 124215.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0051 709-51821 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 2500.00000 2500.00 SURFACE SEAL | | | 0052 715-05021 40.000 m | 52.00000 2080.00| 64.00000 2560.00| 110.00000 4400.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05407 24.000 m | 15.00000 360.00| 10.00000 240.00| 38.00000 912.00 PIPE, END BENT DRAIN, 150 mm | | | 0054 715-46005 6.000 EACH| 250.00000 1500.00| 240.00000 1440.00| 175.00000 1050.00 PIPE END SECTION, 375 mm | | | 0055 801-04308 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| 575.00000 1150.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06605 4.000 EACH| 160.00000 640.00| 145.00000 580.00| 215.00000 860.00 BARRICADE, IIIA | | | 0057 801-06640 4.000 EACH| 140.00000 560.00| 120.00000 480.00| 130.00000 520.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0918397 |(9) 35-1212938 |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06775 LUMP| 2000.00000 2000.00| 600.00000 600.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0059 802-76035 0.840 m2 | 210.00000 176.40| 190.00000 159.60| 180.00000 151.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 802-76055 7.300 m | 16.00000 116.80| 14.75000 107.68| 15.00000 109.50 SIGN POST, A | | | SECTION TOTALS | $ 629,606.25| $ 637,586.17| $ 655,122.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 629,606.25| $ 637,586.17| $ 655,122.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1364963 |(11) 35-1609544 | |ERBER & MILLIGAN CONSTR. CO.|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 9.000 MOS | 1000.00000 9000.00| 982.89000 8846.01| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 35300.00000 35300.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 14100.00000 14100.00| CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 54000.00000 54000.00| 98925.42000 98925.42| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 7641.000 m3 | 12.00000 91692.00| 14.10000 107738.10| EXCAVATION, COMMON | | | 0007 203-51223 415.000 m3 | 12.00000 4980.00| 5.67000 2353.05| EXCAVATION, WATERWAY | | | 0008 205-02224 93.000 m | 6.50000 604.50| 6.78000 630.54| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 93.700 m | 10.00000 937.00| 10.68000 1000.72| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 206-51220 135.000 m3 | 200.00000 27000.00| 148.00000 19980.00| EXCAVATION, WET | | | 0011 206-51225 23.000 m3 | 24.00000 552.00| 20.00000 460.00| EXCAVATION, DRY | | | 0012 211-06467 12.800 m3 | 36.00000 460.80| 43.41000 555.65| AGGREGATE FOR END BENT BACKFILL | | | 0013 303-04095 300.000 Mg | 18.00000 5400.00| 23.72000 7116.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0014 303-52308 1751.000 Mg | 18.00000 31518.00| 18.45000 32305.95| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 450.000 Mg | 40.00000 18000.00| 42.37000 19066.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 201.000 Mg | 50.00000 10050.00| 54.52000 10958.52| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 404-05514 795.000 m2 | 7.50000 5962.50| 7.80000 6201.00| SEAL COAT, 5 | | | 0018 405-05518 2750.000 m2 | 2.00000 5500.00| 2.15000 5912.50| ASPHALT FOR PRIME COAT | | | 0019 406-05521 2700.000 m2 | 0.55000 1485.00| 0.51000 1377.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1364963 |(11) 35-1609544 | |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 501-05090 108.200 m2 | 57.50000 6221.50| 60.57000 6553.67| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0021 601-01846 1.000 EACH| 1750.00000 1750.00| 1800.00000 1800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-02354 4.000 EACH| 400.00000 1600.00| 424.00000 1696.00| GUARDRAIL TRANSITION, WT | | | 0023 601-04150 95.250 m | 130.00000 12382.50| 144.64000 13776.96| GUARDRAIL, THRIE BEAM, 1.905 m SPACING ,| | | SIDE MOUNTED BRIDGE RAIL | | | 0024 601-06037 3.000 EACH| 650.00000 1950.00| 678.00000 2034.00| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 125.610 m | 40.00000 5024.40| 35.93000 4513.17| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-02664 1.000 EACH| 9500.00000 9500.00| 11300.00000 11300.00| GATE, CATTLE | | | 0027 603-06040 680.000 m | 20.00000 13600.00| 18.08000 12294.40| FENCE, FARM FIELD, 1190 mm , BARBED | | | WIRE TOP, (ALL 9 GAUGE WIRE) | | | 0028 603-91340 3.000 EACH| 1500.00000 4500.00| 1356.00000 4068.00| FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0029 616-02320 1187.000 m2 | 3.00000 3561.00| 3.22000 3822.14| GEOTEXTILES | | | 0030 616-06405 1048.000 Mg | 18.50000 19388.00| 23.73000 24869.04| RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 750.00000 1500.00| 791.00000 1582.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 37.600 kg | 20.00000 752.00| 17.52000 658.75| SEED MIXTURE, LEGUME, 2 | | | 0033 621-06545 1.200 Mg | 760.00000 912.00| 841.45000 1009.74| FERTILIZER | | | 0034 621-06548 4.800 kg | 65.00000 312.00| 70.06000 336.29| SEED MIXTURE, CV | | | 0035 621-06553 179.500 kg | 10.00000 1795.00| 11.19000 2008.60| SEED MIXTURE, R | | | 0036 621-06565 5.600 Mg | 600.00000 3360.00| 649.75000 3638.60| MULCHING MATERIAL | | | 0037 621-06567 19.200 kL | 1.00000 19.20| 0.57000 10.94| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1364963 |(11) 35-1609544 | |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06575 1060.000 m2 | 5.00000 5300.00| 5.00000 5300.00| SODDING, NURSERY | | | 0039 622-52436 2.000 EACH| 27.50000 55.00| 28.00000 56.00| SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 70.000 EACH| 10.00000 700.00| 10.00000 700.00| SEEDLING | | | 0041 622-98200 4.000 EACH| 27.50000 110.00| 28.00000 112.00| SIGN, DO NOT DISTURB | | | 0042 701-01849 370.480 m | 85.00000 31490.80| 98.40000 36455.23| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0043 701-93633 10.000 m | 150.00000 1500.00| 250.00000 2500.00| OVERSIZED PREDRILLED PILE HOLES | | | 0044 701-99086 4.000 EACH| 250.00000 1000.00| 210.00000 840.00| PILE TIP, STEEL SHELL , 356 mm | | | 0045 702-51005 56.600 m3 | 450.00000 25470.00| 435.00000 24621.00| CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 19.200 m3 | 450.00000 8640.00| 320.00000 6144.00| CONCRETE, B, FOOTINGS | | | 0047 703-51030 5491.000 kg | 1.40000 7687.40| 1.54000 8456.14| REINFORCING STEEL | | | 0048 703-51032 9811.000 kg | 1.50000 14716.50| 1.76000 17267.36| REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 101.400 m3 | 500.00000 50700.00| 470.00000 47658.00| CONCRETE, C, SUPERSTRUCTURE | | | 0050 707-05974 169.000 m2 | 450.00000 76050.00| 383.56000 64821.64| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0051 709-51821 LUMP| 2100.00000 2100.00| 1930.00000 1930.00| SURFACE SEAL | | | 0052 715-05021 40.000 m | 55.00000 2200.00| 51.32000 2052.80| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05407 24.000 m | 30.00000 720.00| 27.84000 668.16| PIPE, END BENT DRAIN, 150 mm | | | 0054 715-46005 6.000 EACH| 275.00000 1650.00| 225.35000 1352.10| PIPE END SECTION, 375 mm | | | 0055 801-04308 2.000 EACH| 500.00000 1000.00| 509.00000 1018.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06605 4.000 EACH| 160.00000 640.00| 164.00000 656.00| BARRICADE, IIIA | | | 0057 801-06640 4.000 EACH| 150.00000 600.00| 136.00000 544.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 451 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 612,284.24 ROUTE : CR 550E CALL ORDER : 451 CONTRACT ID : B -24967-A COUNTIES : MONTGOMERY LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1364963 |(11) 35-1609544 | |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06775 LUMP| 3500.00000 3500.00| 4674.43000 4674.43| MAINTAINING TRAFFIC | | | 0059 802-76035 0.840 m2 | 200.00000 168.00| 214.70000 180.35| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 802-76055 7.300 m | 20.00000 146.00| 16.67000 121.69| SIGN POST, A | | | SECTION TOTALS | $ 674,413.10| $ 706,928.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 674,413.10| $ 706,928.16| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753035 0753035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 661,511.34 100.0000% 2 35-2072438 TD & O LLC $ 689,636.62 104.2516% 3 35-1878024 RAGLE, INC. $ 698,673.86 105.6178% 4 35-0974806 SOUTHWEST ENGINEERING $ 749,292.43 113.2697% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 772,901.57 116.8387% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 794,672.18 120.1297% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 833,218.92 125.9568% 8 35-1801998 CLR, INC. $ 835,756.48 126.3404% 9 35-1663068 SIMS & PEDIGO COMPANY $ 908,038.13 137.2672% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1878024 |RUDOLPH, J.H. & CO |TD & O LLC |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 10.000 MOS | 1330.00000 13300.00| 1200.00000 12000.00| 800.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2840.00000 2840.00| 3000.00000 3000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32000.00000 32000.00| 30956.31000 30956.31| 35500.00000 35500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 200.400 m2 | 25.60000 5130.24| 20.00000 4008.00| 15.00000 3006.00 PAVEMENT, REMOVE | | | 0005 202-02241 342.600 m | 6.50000 2226.90| 14.32000 4906.03| 5.00000 1713.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 17000.00000 17000.00| 22000.00000 22000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 1 | | | 0007 202-51328 LUMP| 22000.00000 22000.00| 22000.00000 22000.00| 32000.00000 32000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 2 | | | 0008 202-60821 622.000 m2 | 4.15000 2581.30| 4.68000 2910.96| 6.00000 3732.00 SURFACE MILLING, BITUMINOUS | | | 0009 203-02000 27.000 m3 | 41.30000 1115.10| 9.00000 243.00| 15.00000 405.00 EXCAVATION, COMMON | | | 0010 211-02050 261.000 m3 | 19.40000 5063.40| 25.00000 6525.00| 12.00000 3132.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1878024 |RUDOLPH, J.H. & CO |TD & O LLC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 211-06467 31.800 m3 | 58.00000 1844.40| 25.00000 795.00| 40.00000 1272.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 513.000 Mg | 21.00000 10773.00| 25.00000 12825.00| 20.00000 10260.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05481 59.400 Mg | 150.00000 8910.00| 90.20000 5357.88| 82.00000 4870.80 HMA BASE 25.0 mm, SHOULDER | | | 0014 405-05517 0.600 Mg | 1130.00000 678.00| 1130.00000 678.00| 500.00000 300.00 ASPHALT FOR PRIME COAT | | | 0015 406-05521 3182.000 m2 | 0.20000 636.40| 0.17000 540.94| 0.15000 477.30 ASPHALT FOR TACK COAT | | | 0016 601-01128 4.000 EACH| 1000.00000 4000.00| 1265.00000 5060.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01522 4.000 EACH| 1100.00000 4400.00| 1375.00000 5500.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01701 1.000 EACH| 1395.00000 1395.00| 1815.00000 1815.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0019 601-04746 2.000 EACH| 5200.00000 10400.00| 8360.00000 16720.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-94689 7.000 EACH| 3750.00000 26250.00| 3602.50000 25217.50| 3200.00000 22400.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 451.485 m | 29.88000 13490.37| 35.37000 15969.02| 33.00000 14899.01 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 602-06639 353.800 m | 68.00000 24058.40| 100.00000 35380.00| 110.00000 38918.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 73.200 m | 50.00000 3660.00| 60.00000 4392.00| 110.00000 8052.00 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 12.000 EACH| 6.80000 81.60| 8.80000 105.60| 5.00000 60.00 BARRIER DELINEATOR | | | 0025 610-05527 1178.800 Mg | 58.00000 68370.40| 60.83000 71706.40| 65.00000 76622.00 HMA FOR APPROACHES | | | 0026 610-06257 388.400 m2 | 65.40000 25401.36| 60.00000 23304.00| 55.00000 21362.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 128.000 m2 | 6.90000 883.20| 3.00000 384.00| 2.00000 256.00 GEOTEXTILES | | | 0028 616-06405 136.000 Mg | 37.00000 5032.00| 25.00000 3400.00| 23.00000 3128.00 RIPRAP, REVETMENT | | | 0029 702-51005 27.500 m3 | 810.00000 22275.00| 600.00000 16500.00| 700.00000 19250.00 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 584.000 kg | 4.55000 2657.20| 5.08000 2966.72| 7.00000 4088.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1878024 |RUDOLPH, J.H. & CO |TD & O LLC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 702-51863 192.000 EACH| 9.25000 1776.00| 5.00000 960.00| 8.00000 1536.00 FIELD DRILLED HOLE IN CONCRETE | | | 0032 702-93722 95.200 m3 | 650.00000 61880.00| 450.00000 42840.00| 750.00000 71400.00 CONCRETE, C | | | 0033 703-51030 4896.000 kg | 1.15000 5630.40| 1.00000 4896.00| 1.25000 6120.00 REINFORCING STEEL | | | 0034 703-96177 17300.000 kg | 1.30000 22490.00| 1.35000 23355.00| 1.40000 24220.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0035 703-97936 480.000 EACH| 12.60000 6048.00| 10.00000 4800.00| 10.00000 4800.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 706-05732 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0037 706-05733 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0038 706-51025 75.000 m | 115.00000 8625.00| 100.00000 7500.00| 110.00000 8250.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 3600.00000 3600.00| 3600.00000 3600.00| 2500.00000 2500.00 SURFACE SEAL , STR NO 1 | | | 0040 709-51821 LUMP| 4260.00000 4260.00| 3980.00000 3980.00| 2900.00000 2900.00 SURFACE SEAL , STR NO 2 | | | 0041 711-51038 LUMP| 56000.00000 56000.00| 65000.00000 65000.00| 45000.00000 45000.00 STRUCTURAL STEEL , STR NO 1 | | | 0042 711-51038 LUMP| 90000.00000 90000.00| 105000.00000 105000.00| 80000.00000 80000.00 STRUCTURAL STEEL , STR NO 2 | | | 0043 715-02397 1.000 EACH| 1280.00000 1280.00| 1000.00000 1000.00| 1200.00000 1200.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0044 715-05757 6.200 m | 152.00000 942.40| 250.00000 1550.00| 175.00000 1085.00 PIPE EXTENSION, CIRCULAR, 900 mm | | | 0045 715-91361 2.300 m | 153.00000 351.90| 100.00000 230.00| 25.00000 57.50 PIPE, PVC, 150 mm | | | 0046 724-51925 25.800 m | 226.00000 5830.80| 300.00000 7740.00| 275.00000 7095.00 STRUCTURAL EXPANSION JOINT, SS | | | 0047 801-01428 6.800 m | 21.00000 142.80| 22.00000 149.60| 20.00000 136.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0048 801-01851 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 2 | | | 0049 801-01851 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 20000.00000 20000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1878024 |RUDOLPH, J.H. & CO |TD & O LLC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 801-06203 848.000 m | 0.89000 754.72| 0.94000 797.12| 0.85000 720.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0051 801-06207 1748.000 m | 3.20000 5593.60| 3.36000 5873.28| 3.05000 5331.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0052 801-06606 2.000 EACH| 126.00000 252.00| 132.00000 264.00| 120.00000 240.00 BARRICADE, IIIB | | | 0053 801-06640 30.000 EACH| 100.00000 3000.00| 104.50000 3135.00| 95.00000 2850.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 52.50000 105.00| 55.00000 110.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 12800.00000 12800.00| 8000.00000 8000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0056 808-06712 117.000 m | 0.63000 73.71| 0.66000 77.22| 0.60000 70.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 928.000 m | 0.63000 584.64| 0.66000 612.48| 0.60000 556.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 229.000 m | 0.63000 144.27| 0.66000 151.14| 0.60000 137.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 821.000 m | 1.73000 1420.33| 1.82000 1494.22| 1.65000 1354.65 LINE, REMOVE | | | 0060 808-75996 22.000 EACH| 3.75000 82.50| 12.10000 266.20| 10.00000 220.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 22.000 EACH| 45.00000 990.00| 49.50000 1089.00| 45.00000 990.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 661,511.34| $ 689,636.62| $ 698,673.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 661,511.34| $ 689,636.62| $ 698,673.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0974806 |(5) 35-2040801 |(6) 35-1009310 |SOUTHWEST ENGINEERING |GOHMANN ASPHALT & CONSTR., I|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 10.000 MOS | 1050.00000 10500.00| 1500.00000 15000.00| 1860.00000 18600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5500.00000 5500.00| 6500.00000 6500.00| 10250.00000 10250.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 38000.00000 38000.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 200.400 m2 | 20.00000 4008.00| 18.00000 3607.20| 17.50000 3507.00 PAVEMENT, REMOVE | | | 0005 202-02241 342.600 m | 14.25000 4882.05| 13.00000 4453.80| 13.50000 4625.10 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 22000.00000 22000.00| 25000.00000 25000.00| 34800.00000 34800.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 1 | | | 0007 202-51328 LUMP| 25000.00000 25000.00| 27500.00000 27500.00| 46700.00000 46700.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 2 | | | 0008 202-60821 622.000 m2 | 6.00000 3732.00| 5.00000 3110.00| 5.40000 3358.80 SURFACE MILLING, BITUMINOUS | | | 0009 203-02000 27.000 m3 | 25.00000 675.00| 60.00000 1620.00| 29.00000 783.00 EXCAVATION, COMMON | | | 0010 211-02050 261.000 m3 | 15.00000 3915.00| 45.00000 11745.00| 27.45000 7164.45 B BORROW | | | 0011 211-06467 31.800 m3 | 30.00000 954.00| 100.00000 3180.00| 30.90000 982.62 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 513.000 Mg | 25.00000 12825.00| 30.00000 15390.00| 22.30000 11439.90 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05481 59.400 Mg | 90.00000 5346.00| 92.00000 5464.80| 88.00000 5227.20 HMA BASE 25.0 mm, SHOULDER | | | 0014 405-05517 0.600 Mg | 550.00000 330.00| 1650.00000 990.00| 1200.00000 720.00 ASPHALT FOR PRIME COAT | | | 0015 406-05521 3182.000 m2 | 0.20000 636.40| 0.25000 795.50| 0.20000 636.40 ASPHALT FOR TACK COAT | | | 0016 601-01128 4.000 EACH| 1250.00000 5000.00| 890.00000 3560.00| 1190.00000 4760.00 GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01522 4.000 EACH| 1400.00000 5600.00| 1150.00000 4600.00| 1370.00000 5480.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01701 1.000 EACH| 1815.00000 1815.00| 1725.00000 1725.00| 1730.00000 1730.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0974806 |(5) 35-2040801 |(6) 35-1009310 |SOUTHWEST ENGINEERING |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-04746 2.000 EACH| 8350.00000 16700.00| 6250.00000 12500.00| 8100.00000 16200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-94689 7.000 EACH| 3600.00000 25200.00| 3195.00000 22365.00| 3410.00000 23870.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 451.485 m | 35.00000 15801.98| 32.00000 14447.52| 34.00000 15350.49 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 602-06639 353.800 m | 85.00000 30073.00| 70.00000 24766.00| 107.00000 37856.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 73.200 m | 82.00000 6002.40| 65.00000 4758.00| 88.00000 6441.60 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 12.000 EACH| 7.00000 84.00| 8.00000 96.00| 17.00000 204.00 BARRIER DELINEATOR | | | 0025 610-05527 1178.800 Mg | 67.00000 78979.60| 55.00000 64834.00| 56.40000 66484.32 HMA FOR APPROACHES | | | 0026 610-06257 388.400 m2 | 60.00000 23304.00| 70.00000 27188.00| 58.00000 22527.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 128.000 m2 | 5.00000 640.00| 4.00000 512.00| 3.10000 396.80 GEOTEXTILES | | | 0028 616-06405 136.000 Mg | 25.00000 3400.00| 37.00000 5032.00| 29.50000 4012.00 RIPRAP, REVETMENT | | | 0029 702-51005 27.500 m3 | 950.00000 26125.00| 1100.00000 30250.00| 744.00000 20460.00 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 584.000 kg | 7.00000 4088.00| 6.00000 3504.00| 6.40000 3737.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0031 702-51863 192.000 EACH| 10.00000 1920.00| 7.00000 1344.00| 13.00000 2496.00 FIELD DRILLED HOLE IN CONCRETE | | | 0032 702-93722 95.200 m3 | 920.00000 87584.00| 1000.00000 95200.00| 517.00000 49218.40 CONCRETE, C | | | 0033 703-51030 4896.000 kg | 1.25000 6120.00| 1.25000 6120.00| 2.05000 10036.80 REINFORCING STEEL | | | 0034 703-96177 17300.000 kg | 1.40000 24220.00| 1.50000 25950.00| 2.15000 37195.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0035 703-97936 480.000 EACH| 12.00000 5760.00| 6.00000 2880.00| 10.90000 5232.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 706-05732 4.000 EACH| 860.00000 3440.00| 1200.00000 4800.00| 1470.00000 5880.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0037 706-05733 4.000 EACH| 860.00000 3440.00| 1200.00000 4800.00| 1420.00000 5680.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0038 706-51025 75.000 m | 185.00000 13875.00| 135.00000 10125.00| 153.00000 11475.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0974806 |(5) 35-2040801 |(6) 35-1009310 |SOUTHWEST ENGINEERING |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 709-51821 LUMP| 2300.00000 2300.00| 3400.00000 3400.00| 3900.00000 3900.00 SURFACE SEAL , STR NO 1 | | | 0040 709-51821 LUMP| 4000.00000 4000.00| 3800.00000 3800.00| 4600.00000 4600.00 SURFACE SEAL , STR NO 2 | | | 0041 711-51038 LUMP| 65000.00000 65000.00| 70000.00000 70000.00| 59880.00000 59880.00 STRUCTURAL STEEL , STR NO 1 | | | 0042 711-51038 LUMP| 95000.00000 95000.00| 105000.00000 105000.00| 105920.00000 105920.00 STRUCTURAL STEEL , STR NO 2 | | | 0043 715-02397 1.000 EACH| 1400.00000 1400.00| 2000.00000 2000.00| 1575.00000 1575.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0044 715-05757 6.200 m | 90.00000 558.00| 450.00000 2790.00| 275.00000 1705.00 PIPE EXTENSION, CIRCULAR, 900 mm | | | 0045 715-91361 2.300 m | 200.00000 460.00| 265.00000 609.50| 34.00000 78.20 PIPE, PVC, 150 mm | | | 0046 724-51925 25.800 m | 350.00000 9030.00| 340.00000 8772.00| 237.00000 6114.60 STRUCTURAL EXPANSION JOINT, SS | | | 0047 801-01428 6.800 m | 38.00000 258.40| 20.00000 136.00| 21.00000 142.80 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0048 801-01851 LUMP| 11500.00000 11500.00| 9500.00000 9500.00| 16600.00000 16600.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 2 | | | 0049 801-01851 LUMP| 11500.00000 11500.00| 9500.00000 9500.00| 16400.00000 16400.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 1 | | | 0050 801-06203 848.000 m | 1.00000 848.00| 0.85000 720.80| 0.90000 763.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0051 801-06207 1748.000 m | 3.30000 5768.40| 3.05000 5331.40| 3.20000 5593.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0052 801-06606 2.000 EACH| 220.00000 440.00| 120.00000 240.00| 127.00000 254.00 BARRICADE, IIIB | | | 0053 801-06640 30.000 EACH| 105.00000 3150.00| 95.00000 2850.00| 100.00000 3000.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 55.00000 110.00| 50.00000 100.00| 54.00000 108.00 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 13500.00000 13500.00| 11000.00000 11000.00| 21000.00000 21000.00 MAINTAINING TRAFFIC | | | 0056 808-06712 117.000 m | 1.00000 117.00| 0.60000 70.20| 0.70000 81.90 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 928.000 m | 1.00000 928.00| 0.60000 556.80| 0.70000 649.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0974806 |(5) 35-2040801 |(6) 35-1009310 |SOUTHWEST ENGINEERING |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-06714 229.000 m | 1.00000 229.00| 0.60000 137.40| 0.70000 160.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 821.000 m | 2.20000 1806.20| 1.65000 1354.65| 1.70000 1395.70 LINE, REMOVE | | | 0060 808-75996 22.000 EACH| 10.00000 220.00| 15.00000 330.00| 9.00000 198.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 22.000 EACH| 77.00000 1694.00| 45.00000 990.00| 47.00000 1034.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 749,292.43| $ 772,901.57| $ 794,672.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 749,292.43| $ 772,901.57| $ 794,672.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1801998 |(9) 35-1663068 |AMERICAN CONTRACTING & SERVI|CLR, INC. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 10.000 MOS | 1200.00000 12000.00| 1245.00000 12450.00| 2000.00000 20000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41000.00000 41000.00| 41500.00000 41500.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 200.400 m2 | 50.00000 10020.00| 44.00000 8817.60| 50.00000 10020.00 PAVEMENT, REMOVE | | | 0005 202-02241 342.600 m | 14.00000 4796.40| 15.00000 5139.00| 14.32000 4906.03 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 27000.00000 27000.00| 31500.00000 31500.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 1 | | | 0007 202-51328 LUMP| 30000.00000 30000.00| 35500.00000 35500.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 2 | | | 0008 202-60821 622.000 m2 | 8.00000 4976.00| 5.00000 3110.00| 6.00000 3732.00 SURFACE MILLING, BITUMINOUS | | | 0009 203-02000 27.000 m3 | 35.00000 945.00| 29.00000 783.00| 18.00000 486.00 EXCAVATION, COMMON | | | 0010 211-02050 261.000 m3 | 56.00000 14616.00| 30.00000 7830.00| 23.00000 6003.00 B BORROW | | | 0011 211-06467 31.800 m3 | 60.00000 1908.00| 100.00000 3180.00| 25.00000 795.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 513.000 Mg | 22.00000 11286.00| 20.00000 10260.00| 25.00000 12825.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05481 59.400 Mg | 90.00000 5346.00| 195.00000 11583.00| 91.20000 5417.28 HMA BASE 25.0 mm, SHOULDER | | | 0014 405-05517 0.600 Mg | 550.00000 330.00| 1500.00000 900.00| 550.00000 330.00 ASPHALT FOR PRIME COAT | | | 0015 406-05521 3182.000 m2 | 0.18000 572.76| 0.21000 668.22| 1.38000 4391.16 ASPHALT FOR TACK COAT | | | 0016 601-01128 4.000 EACH| 1300.00000 5200.00| 1150.00000 4600.00| 1265.00000 5060.00 GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01522 4.000 EACH| 1400.00000 5600.00| 1250.00000 5000.00| 1375.00000 5500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-01701 1.000 EACH| 1800.00000 1800.00| 1750.00000 1750.00| 1815.00000 1815.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1801998 |(9) 35-1663068 |AMERICAN CONTRACTING & SERVI|CLR, INC. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-04746 2.000 EACH| 2800.00000 5600.00| 7100.00000 14200.00| 8360.00000 16720.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-94689 7.000 EACH| 3500.00000 24500.00| 3500.00000 24500.00| 3602.00000 25214.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 451.485 m | 36.00000 16253.46| 34.50000 15576.23| 35.37000 15969.02 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 602-06639 353.800 m | 105.00000 37149.00| 110.00000 38918.00| 76.00000 26888.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06646 73.200 m | 100.00000 7320.00| 90.00000 6588.00| 76.00000 5563.20 TEMPORARY CONCRETE BARRIER | | | 0024 602-06729 12.000 EACH| 12.00000 144.00| 28.00000 336.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0025 610-05527 1178.800 Mg | 56.00000 66012.80| 64.00000 75443.20| 71.05000 83753.74 HMA FOR APPROACHES | | | 0026 610-06257 388.400 m2 | 80.00000 31072.00| 70.00000 27188.00| 50.00000 19420.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 616-02320 128.000 m2 | 6.00000 768.00| 10.00000 1280.00| 9.00000 1152.00 GEOTEXTILES | | | 0028 616-06405 136.000 Mg | 23.00000 3128.00| 42.00000 5712.00| 30.00000 4080.00 RIPRAP, REVETMENT | | | 0029 702-51005 27.500 m3 | 950.00000 26125.00| 1200.00000 33000.00| 700.00000 19250.00 CONCRETE, A, SUBSTRUCTURE | | | 0030 702-51110 584.000 kg | 14.00000 8176.00| 7.00000 4088.00| 12.00000 7008.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0031 702-51863 192.000 EACH| 16.00000 3072.00| 6.00000 1152.00| 6.00000 1152.00 FIELD DRILLED HOLE IN CONCRETE | | | 0032 702-93722 95.200 m3 | 930.00000 88536.00| 900.00000 85680.00| 600.00000 57120.00 CONCRETE, C | | | 0033 703-51030 4896.000 kg | 1.20000 5875.20| 1.47000 7197.12| 2.21000 10820.16 REINFORCING STEEL | | | 0034 703-96177 17300.000 kg | 1.40000 24220.00| 2.65000 45845.00| 2.00000 34600.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0035 703-97936 480.000 EACH| 13.00000 6240.00| 18.00000 8640.00| 12.00000 5760.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 706-05732 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0037 706-05733 4.000 EACH| 1600.00000 6400.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0038 706-51025 75.000 m | 175.00000 13125.00| 150.00000 11250.00| 135.00000 10125.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1801998 |(9) 35-1663068 |AMERICAN CONTRACTING & SERVI|CLR, INC. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 709-51821 LUMP| 2400.00000 2400.00| 2200.00000 2200.00| 3000.00000 3000.00 SURFACE SEAL , STR NO 1 | | | 0040 709-51821 LUMP| 5800.00000 5800.00| 5000.00000 5000.00| 3000.00000 3000.00 SURFACE SEAL , STR NO 2 | | | 0041 711-51038 LUMP| 68000.00000 68000.00| 62500.00000 62500.00| 80000.00000 80000.00 STRUCTURAL STEEL , STR NO 1 | | | 0042 711-51038 LUMP| 103000.00000 103000.00| 93800.00000 93800.00| 120000.00000 120000.00 STRUCTURAL STEEL , STR NO 2 | | | 0043 715-02397 1.000 EACH| 1900.00000 1900.00| 1700.00000 1700.00| 4000.00000 4000.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0044 715-05757 6.200 m | 200.00000 1240.00| 219.00000 1357.80| 40.00000 248.00 PIPE EXTENSION, CIRCULAR, 900 mm | | | 0045 715-91361 2.300 m | 49.00000 112.70| 575.00000 1322.50| 8.00000 18.40 PIPE, PVC, 150 mm | | | 0046 724-51925 25.800 m | 750.00000 19350.00| 500.00000 12900.00| 400.00000 10320.00 STRUCTURAL EXPANSION JOINT, SS | | | 0047 801-01428 6.800 m | 21.00000 142.80| 27.00000 183.60| 22.00000 149.60 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0048 801-01851 LUMP| 10500.00000 10500.00| 10300.00000 10300.00| 11000.00000 11000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 2 | | | 0049 801-01851 LUMP| 10500.00000 10500.00| 10300.00000 10300.00| 11000.00000 11000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR NO 1 | | | 0050 801-06203 848.000 m | 0.90000 763.20| 1.60000 1356.80| 0.98000 831.04 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0051 801-06207 1748.000 m | 3.50000 6118.00| 3.70000 6467.60| 3.50000 6118.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0052 801-06606 2.000 EACH| 130.00000 260.00| 175.00000 350.00| 150.00000 300.00 BARRICADE, IIIB | | | 0053 801-06640 30.000 EACH| 110.00000 3300.00| 100.00000 3000.00| 121.00000 3630.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 55.00000 110.00| 75.00000 150.00| 60.00000 120.00 CONSTRUCTION SIGN, B | | | 0055 801-06775 LUMP| 35000.00000 35000.00| 15000.00000 15000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0056 808-06712 117.000 m | 0.65000 76.05| 0.74000 86.58| 1.10000 128.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 928.000 m | 0.65000 603.20| 0.64000 593.92| 1.10000 1020.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 461 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,989.09 ROUTE : N231 CALL ORDER : 461 CONTRACT ID : B -25084-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1801998 |(9) 35-1663068 |AMERICAN CONTRACTING & SERVI|CLR, INC. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-06714 229.000 m | 0.65000 148.85| 0.64000 146.56| 1.10000 251.90 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 821.000 m | 3.50000 2873.50| 1.75000 1436.75| 3.30000 2709.30 LINE, REMOVE | | | 0060 808-75996 22.000 EACH| 14.00000 308.00| 23.00000 506.00| 50.00000 1100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 22.000 EACH| 50.00000 1100.00| 47.00000 1034.00| 160.00000 3520.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 833,218.92| $ 835,756.48| $ 908,038.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 833,218.92| $ 835,756.48| $ 908,038.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,932.70 ROUTE : SR 101 CALL ORDER : 471 CONTRACT ID : B -25088-A COUNTIES : SWITZERLAND LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3478007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 417,006.20 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 437,508.95 104.9166% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 465,529.51 111.6361% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 492,730.22 118.1589% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 508,250.00 121.8806% 6 35-1663068 SIMS & PEDIGO COMPANY CONDITIONAL $ 617,569.78 148.0960% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1364963 |(3) 35-2040801 |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO.|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 5.000 MOS | 1400.00000 7000.00| 1000.00000 5000.00| 1600.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 21250.00000 21250.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 50.000 m2 | 55.00000 2750.00| 27.50000 1375.00| 35.00000 1750.00 PAVEMENT, REMOVE | | | 0005 202-02241 78.000 m | 28.00000 2184.00| 10.00000 780.00| 25.00000 1950.00 GUARDRAIL, REMOVE | | | 0006 202-02276 1.000 EACH| 700.00000 700.00| 250.00000 250.00| 650.00000 650.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-51133 37.400 m | 15.00000 561.00| 24.00000 897.60| 40.00000 1496.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 29000.00000 29000.00| 37500.00000 37500.00| 34000.00000 34000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 2148.000 m2 | 10.00000 21480.00| 4.75000 10203.00| 5.00000 10740.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 152.000 m2 | 6.00000 912.00| 5.00000 760.00| 4.50000 684.00 SURFACE MILLING, ASPHALT | | | 0011 203-02080 0.156 km | 6500.00000 1014.00| 20000.00000 3120.00| 10000.00000 1560.00 LINEAR GRADING | | | 0012 213-52830 6.000 m3 | 90.00000 540.00| 150.00000 900.00| 350.00000 2100.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,932.70 ROUTE : SR 101 CALL ORDER : 471 CONTRACT ID : B -25088-A COUNTIES : SWITZERLAND LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1364963 |(3) 35-2040801 |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-60900 26.000 Mg | 35.00000 910.00| 24.00000 624.00| 50.00000 1300.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 152.000 m2 | 0.50000 76.00| 1.00000 152.00| 0.50000 76.00 ASPHALT FOR TACK COAT | | | 0015 601-01522 2.000 EACH| 1500.00000 3000.00| 1700.00000 3400.00| 1600.00000 3200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 8000.00000 16000.00| 5000.00000 10000.00| 7525.00000 15050.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 2.000 EACH| 3500.00000 7000.00| 3650.00000 7300.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 121.920 m | 55.00000 6705.60| 42.50000 5181.60| 39.00000 4754.88 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 241.000 m | 65.00000 15665.00| 57.50000 13857.50| 70.00000 16870.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 602-06646 192.000 m | 60.00000 11520.00| 56.00000 10752.00| 65.00000 12480.00 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 10.000 EACH| 8.00000 80.00| 10.00000 100.00| 8.00000 80.00 BARRIER DELINEATOR | | | 0022 607-90826 1.000 EACH| 750.00000 750.00| 350.00000 350.00| 1800.00000 1800.00 GUTTER TURNOUT, CONCRETE | | | 0023 610-05527 97.000 Mg | 125.00000 12125.00| 135.00000 13095.00| 122.30000 11863.10 HMA FOR APPROACHES | | | 0024 610-06257 70.000 m2 | 65.00000 4550.00| 58.00000 4060.00| 85.00000 5950.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 621-01004 2.000 EACH| 660.00000 1320.00| 100.00000 200.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 312.000 m2 | 3.00000 936.00| 1.00000 312.00| 2.55000 795.60 MULCHED SEEDING, R | | | 0027 621-06567 1.000 kL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 WATER | | | 0028 621-06574 60.000 m2 | 10.00000 600.00| 10.00000 600.00| 8.85000 531.00 SODDING | | | 0029 702-51863 127.000 EACH| 8.00000 1016.00| 16.50000 2095.50| 8.00000 1016.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 1030.000 kg | 1.50000 1545.00| 1.50000 1545.00| 2.00000 2060.00 REINFORCING STEEL | | | 0031 703-51032 4771.000 kg | 1.50000 7156.50| 1.65000 7872.15| 2.10000 10019.10 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 131.000 EACH| 15.00000 1965.00| 15.00000 1965.00| 15.00000 1965.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,932.70 ROUTE : SR 101 CALL ORDER : 471 CONTRACT ID : B -25088-A COUNTIES : SWITZERLAND LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1364963 |(3) 35-2040801 |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 704-51002 30.400 m3 | 500.00000 15200.00| 800.00000 24320.00| 1250.00000 38000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 2.000 EACH| 1000.00000 2000.00| 1200.00000 2400.00| 1250.00000 2500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 9.500 m3 | 650.00000 6175.00| 450.00000 4275.00| 800.00000 7600.00 CONCRETE, C, RAILING | | | 0036 706-92237 37.400 m | 70.00000 2618.00| 100.00000 3740.00| 130.00000 4862.00 HANDRAIL, STEEL RESET | | | 0037 709-51821 LUMP| 1500.00000 1500.00| 700.00000 700.00| 1200.00000 1200.00 SURFACE SEAL | | | 0038 711-92500 42.000 EACH| 35.00000 1470.00| 25.00000 1050.00| 30.00000 1260.00 ANCHOR ROD | | | 0039 722-51401 3.000 m2 | 216.00000 648.00| 250.00000 750.00| 440.00000 1320.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0040 722-51842 2240.000 m2 | 35.00000 78400.00| 44.50000 99680.00| 48.00000 107520.00 BRIDGE DECK OVERLAY | | | 0041 722-51846 46.400 m3 | 395.00000 18328.00| 395.00000 18328.00| 395.00000 18328.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 182.000 m2 | 70.00000 12740.00| 84.00000 15288.00| 80.00000 14560.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 2148.000 m2 | 4.00000 8592.00| 4.50000 9666.00| 2.00000 4296.00 SURFACE MILLING | | | 0044 724-51925 11.800 m | 400.00000 4720.00| 300.00000 3540.00| 375.00000 4425.00 STRUCTURAL EXPANSION JOINT, SS | | | 0045 724-51927 11.800 m | 1700.00000 20060.00| 2400.00000 28320.00| 2100.00000 24780.00 EXPANSION JOINT, M | | | 0046 801-06203 462.000 m | 1.50000 693.00| 1.50000 693.00| 1.35000 623.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1242.000 m | 3.40000 4222.80| 3.30000 4098.60| 3.25000 4036.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 16.000 EACH| 70.00000 1120.00| 100.00000 1600.00| 50.00000 800.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 6.000 EACH| 35.00000 210.00| 40.00000 240.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| 14600.00000 14600.00 MAINTAINING TRAFFIC | | | 0051 801-53072 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| 21500.00000 21500.00 TEMPORARY TRAFFIC SIGNAL WITH VIDEO | | | DETECTION | | | 0052 805-01819 25.000 m | 40.00000 1000.00| 24.00000 600.00| 30.00000 750.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | ABOVE GROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 471 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,932.70 ROUTE : SR 101 CALL ORDER : 471 CONTRACT ID : B -25088-A COUNTIES : SWITZERLAND LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1364963 |(3) 35-2040801 |STRUCTURE CONTRACTORS |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06703 206.000 m | 1.15000 236.90| 1.50000 309.00| 1.00000 206.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-06716 957.000 m | 1.64000 1569.48| 2.00000 1914.00| 1.75000 1674.75 LINE, REMOVE | | | 0055 808-75051 624.000 m | 4.00000 2496.00| 4.00000 2496.00| 3.57000 2227.68 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0056 808-75054 660.000 m | 4.00000 2640.00| 4.00000 2640.00| 3.57000 2356.20 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0057 808-75245 242.000 m | 1.26000 304.92| 1.50000 363.00| 1.00000 242.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 417,006.20| $ 437,508.95| $ 465,529.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 417,006.20| $ 437,508.95| $ 465,529.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 471 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,932.70 ROUTE : SR 101 CALL ORDER : 471 CONTRACT ID : B -25088-A COUNTIES : SWITZERLAND LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1917625 |(6) 35-1663068 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |SIMS & PEDIGO COMPANY 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| 1300.00000 6500.00| 2000.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24500.00000 24500.00| 25000.00000 25000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 50.000 m2 | 75.00000 3750.00| 45.00000 2250.00| 60.00000 3000.00 PAVEMENT, REMOVE | | | 0005 202-02241 78.000 m | 26.00000 2028.00| 30.00000 2340.00| 25.00000 1950.00 GUARDRAIL, REMOVE | | | 0006 202-02276 1.000 EACH| 500.00000 500.00| 300.00000 300.00| 300.00000 300.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-51133 37.400 m | 40.00000 1496.00| 40.00000 1496.00| 45.00000 1683.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 55000.00000 55000.00| 41281.11000 41281.11| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 2148.000 m2 | 4.00000 8592.00| 5.25000 11277.00| 14.00000 30072.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-60820 152.000 m2 | 4.00000 608.00| 6.00000 912.00| 10.00000 1520.00 SURFACE MILLING, ASPHALT | | | 0011 203-02080 0.156 km | 15000.00000 2340.00| 6500.00000 1014.00| 5000.00000 780.00 LINEAR GRADING | | | 0012 213-52830 6.000 m3 | 150.00000 900.00| 240.00000 1440.00| 100.00000 600.00 FLOWABLE MORTAR | | | 0013 303-60900 26.000 Mg | 65.00000 1690.00| 55.00000 1430.00| 23.00000 598.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 406-05521 152.000 m2 | 0.55000 83.60| 1.00000 152.00| 5.00000 760.00 ASPHALT FOR TACK COAT | | | 0015 601-01522 2.000 EACH| 1650.00000 3300.00| 1675.00000 3350.00| 1650.00000 3300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-04746 2.000 EACH| 8000.00000 16000.00| 7900.00000 15800.00| 8800.00000 17600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-94689 2.000 EACH| 3650.00000 7300.00| 3650.00000 7300.00| 3850.00000 7700.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 121.920 m | 41.00000 4998.72| 40.75000 4968.24| 60.50000 7376.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06639 241.000 m | 100.00000 24100.00| 111.00000 26751.00| 100.00000 24100.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 471 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,932.70 ROUTE : SR 101 CALL ORDER : 471 CONTRACT ID : B -25088-A COUNTIES : SWITZERLAND LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1917625 |(6) 35-1663068 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06646 192.000 m | 90.00000 17280.00| 110.00000 21120.00| 100.00000 19200.00 TEMPORARY CONCRETE BARRIER | | | 0021 602-06729 10.000 EACH| 9.00000 90.00| 18.00000 180.00| 12.00000 120.00 BARRIER DELINEATOR | | | 0022 607-90826 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 500.00000 500.00 GUTTER TURNOUT, CONCRETE | | | 0023 610-05527 97.000 Mg | 80.00000 7760.00| 170.00000 16490.00| 200.00000 19400.00 HMA FOR APPROACHES | | | 0024 610-06257 70.000 m2 | 100.00000 7000.00| 100.00000 7000.00| 60.00000 4200.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 621-01004 2.000 EACH| 700.00000 1400.00| 690.00000 1380.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 312.000 m2 | 2.75000 858.00| 2.65000 826.80| 8.00000 2496.00 MULCHED SEEDING, R | | | 0027 621-06567 1.000 kL | 1.00000 1.00| 1.10000 1.10| 500.00000 500.00 WATER | | | 0028 621-06574 60.000 m2 | 9.00000 540.00| 9.00000 540.00| 35.00000 2100.00 SODDING | | | 0029 702-51863 127.000 EACH| 20.00000 2540.00| 13.00000 1651.00| 10.00000 1270.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 1030.000 kg | 1.50000 1545.00| 1.65000 1699.50| 2.21000 2276.30 REINFORCING STEEL | | | 0031 703-51032 4771.000 kg | 1.70000 8110.70| 1.85000 8826.35| 2.21000 10543.91 REINFORCING STEEL, EPOXY COATED | | | 0032 703-97936 131.000 EACH| 20.00000 2620.00| 18.00000 2358.00| 14.00000 1834.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0033 704-51002 30.400 m3 | 750.00000 22800.00| 1400.00000 42560.00| 800.00000 24320.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 2.000 EACH| 1400.00000 2800.00| 2100.00000 4200.00| 1500.00000 3000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 9.500 m3 | 1000.00000 9500.00| 900.00000 8550.00| 700.00000 6650.00 CONCRETE, C, RAILING | | | 0036 706-92237 37.400 m | 135.00000 5049.00| 130.00000 4862.00| 30.00000 1122.00 HANDRAIL, STEEL RESET | | | 0037 709-51821 LUMP| 1300.00000 1300.00| 1300.00000 1300.00| 2000.00000 2000.00 SURFACE SEAL | | | 0038 711-92500 42.000 EACH| 13.00000 546.00| 12.50000 525.00| 50.00000 2100.00 ANCHOR ROD | | | 0039 722-51401 3.000 m2 | 250.00000 750.00| 550.00000 1650.00| 300.00000 900.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 471 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,932.70 ROUTE : SR 101 CALL ORDER : 471 CONTRACT ID : B -25088-A COUNTIES : SWITZERLAND LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1917625 |(6) 35-1663068 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51842 2240.000 m2 | 37.00000 82880.00| 39.50000 88480.00| 60.00000 134400.00 BRIDGE DECK OVERLAY | | | 0041 722-51846 46.400 m3 | 395.00000 18328.00| 395.00000 18328.00| 395.00000 18328.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 182.000 m2 | 100.00000 18200.00| 94.00000 17108.00| 200.00000 36400.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 2148.000 m2 | 4.00000 8592.00| 3.50000 7518.00| 8.00000 17184.00 SURFACE MILLING | | | 0044 724-51925 11.800 m | 550.00000 6490.00| 350.00000 4130.00| 500.00000 5900.00 STRUCTURAL EXPANSION JOINT, SS | | | 0045 724-51927 11.800 m | 1900.00000 22420.00| 1950.00000 23010.00| 2500.00000 29500.00 EXPANSION JOINT, M | | | 0046 801-06203 462.000 m | 1.35000 623.70| 1.35000 623.70| 1.56000 720.72 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1242.000 m | 3.25000 4036.50| 3.35000 4160.70| 3.84000 4769.28 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 16.000 EACH| 60.00000 960.00| 74.00000 1184.00| 121.00000 1936.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 6.000 EACH| 60.00000 360.00| 37.00000 222.00| 60.00000 360.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 12000.00000 12000.00| 14400.00000 14400.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0051 801-53072 LUMP| 46000.00000 46000.00| 37000.00000 37000.00| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL WITH VIDEO | | | DETECTION | | | 0052 805-01819 25.000 m | 33.00000 825.00| 33.00000 825.00| 30.00000 750.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | ABOVE GROUND | | | 0053 808-06703 206.000 m | 1.10000 226.60| 1.20000 247.20| 1.38000 284.28 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-06716 957.000 m | 1.60000 1531.20| 1.70000 1626.90| 1.97000 1885.29 LINE, REMOVE | | | 0055 808-75051 624.000 m | 3.75000 2340.00| 3.75000 2340.00| 4.32000 2695.68 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0056 808-75054 660.000 m | 3.75000 2475.00| 3.75000 2475.00| 4.32000 2851.20 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0057 808-75245 242.000 m | 1.10000 266.20| 1.20000 290.40| 1.38000 333.96 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 471 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,932.70 ROUTE : SR 101 CALL ORDER : 471 CONTRACT ID : B -25088-A COUNTIES : SWITZERLAND LETTING DATE : 10/17/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1917625 |(6) 35-1663068 |AMERICAN CONTRACTING & SERVI|MILESTONE CONTRACTORS, L.P. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 492,730.22| $ 508,250.00| $ 617,569.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 492,730.22| $ 508,250.00| $ 617,569.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5187008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 306,297.41 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 335,585.34 109.5619% 3 35-1878024 RAGLE, INC. $ 340,622.27 111.2063% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 359,208.80 117.2745% 5 35-1663068 SIMS & PEDIGO COMPANY $ 396,624.52 129.4900% 6 35-1801998 CLR, INC. $ 417,888.20 136.4321% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 435,578.55 142.2077% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-0626844 |(3) 35-1878024 |TD & O LLC |RUDOLPH, J.H. & CO |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 | 1000.00000 8000.00| 1000.00000 8000.00| 800.00000 6400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 3300.00000 3300.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13755.45000 13755.45| 16500.00000 16500.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 93.900 m2 | 30.00000 2817.00| 38.50000 3615.15| 20.00000 1878.00 PAVEMENT, REMOVE | | | 0005 202-02241 163.400 m | 24.20000 3954.28| 6.80000 1111.12| 7.00000 1143.80 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 24000.00000 24000.00| 12000.00000 12000.00| 37900.00000 37900.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 372.900 m2 | 5.12000 1909.25| 7.15000 2666.24| 6.00000 2237.40 SURFACE MILLING, ASPHALT | | | 0008 202-60822 829.700 m2 | 5.12000 4248.06| 8.20000 6803.54| 6.00000 4978.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 7.200 m3 | 25.00000 180.00| 113.00000 813.60| 50.00000 360.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 32.900 Mg | 25.00000 822.50| 85.60000 2816.24| 20.00000 658.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1111.000 m2 | 0.20000 222.20| 0.20000 222.20| 0.20000 222.20 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1350.00000 5400.00| 1200.00000 4800.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-0626844 |(3) 35-1878024 |TD & O LLC |RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-04746 2.000 EACH| 6150.00000 12300.00| 5200.00000 10400.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 3350.00000 13400.00| 3750.00000 15000.00| 3300.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-97774 1.000 EACH| 2200.00000 2200.00| 2100.00000 2100.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 601-99105 198.120 m | 34.35000 6805.42| 37.60000 7449.31| 36.00000 7132.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 103.700 m | 100.00000 10370.00| 86.00000 8918.20| 110.00000 11407.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 73.200 m | 95.00000 6954.00| 83.00000 6075.60| 110.00000 8052.00 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 20.000 EACH| 8.80000 176.00| 7.70000 154.00| 7.00000 140.00 BARRIER DELINEATOR | | | 0020 610-05527 287.000 Mg | 86.10000 24710.70| 95.00000 27265.00| 87.00000 24969.00 HMA FOR APPROACHES | | | 0021 610-06257 186.000 m2 | 60.00000 11160.00| 56.00000 10416.00| 55.00000 10230.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51005 8.400 m3 | 750.00000 6300.00| 560.00000 4704.00| 800.00000 6720.00 CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51863 656.000 EACH| 5.50000 3608.00| 8.20000 5379.20| 5.00000 3280.00 FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-90976 2340.000 kg | 1.00000 2340.00| 1.30000 3042.00| 1.60000 3744.00 REINFORCING STEEL, GRADE 60 | | | 0025 703-96177 7367.000 kg | 1.20000 8840.40| 1.65000 12155.55| 1.70000 12523.90 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0026 703-97936 114.000 EACH| 10.00000 1140.00| 15.00000 1710.00| 12.00000 1368.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0027 704-51002 16.300 m3 | 450.00000 7335.00| 840.00000 13692.00| 800.00000 13040.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1100.00000 4400.00| 1170.00000 4680.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 132.600 m | 85.00000 11271.00| 123.00000 16309.80| 85.00000 11271.00 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 2000.00000 2000.00| 4350.00000 4350.00| 3300.00000 3300.00 SURFACE SEAL | | | 0031 711-93535 LUMP| 6000.00000 6000.00| 6200.00000 6200.00| 2500.00000 2500.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-0626844 |(3) 35-1878024 |TD & O LLC |RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 715-91361 4.000 m | 100.00000 400.00| 183.00000 732.00| 120.00000 480.00 PIPE, PVC, 150 mm | | | 0033 722-51401 45.000 m2 | 210.00000 9450.00| 145.00000 6525.00| 215.00000 9675.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 879.800 m2 | 42.50000 37391.50| 53.00000 46629.40| 46.00000 40470.80 BRIDGE DECK OVERLAY | | | 0035 722-51846 6.600 m3 | 395.00000 2607.00| 395.00000 2607.00| 395.00000 2607.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 135.000 m2 | 55.00000 7425.00| 120.00000 16200.00| 60.00000 8100.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 28.700 m | 250.00000 7175.00| 284.00000 8150.80| 300.00000 8610.00 STRUCTURAL EXPANSION JOINT, SS | | | 0038 801-01428 24.000 m | 20.00000 480.00| 21.00000 504.00| 20.00000 480.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0039 801-01851 LUMP| 22000.00000 22000.00| 14700.00000 14700.00| 28500.00000 28500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06203 433.000 m | 1.25000 541.25| 1.31000 567.23| 1.25000 541.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1333.000 m | 3.05000 4065.65| 3.20000 4265.60| 3.05000 4065.65 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06606 2.000 EACH| 115.00000 230.00| 121.00000 242.00| 115.00000 230.00 BARRICADE, IIIB | | | 0043 801-06640 19.000 EACH| 59.00000 1121.00| 62.00000 1178.00| 59.00000 1121.00 CONSTRUCTION SIGN, A | | | 0044 801-06645 1.000 EACH| 50.00000 50.00| 52.50000 52.50| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 2500.00000 2500.00| 8300.00000 8300.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0046 808-06713 462.000 m | 0.75000 346.50| 0.79000 364.98| 0.75000 346.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 497.000 m | 0.75000 372.75| 0.79000 392.63| 0.75000 372.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 495.000 m | 1.50000 742.50| 1.58000 782.10| 1.50000 742.50 LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 11.00000 55.00| 3.67000 18.35| 10.00000 50.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 5.000 EACH| 145.00000 725.00| 145.00000 725.00| 145.00000 725.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-0626844 |(3) 35-1878024 |TD & O LLC |RUDOLPH, J.H. & CO |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 306,297.41| $ 335,585.34| $ 340,622.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,297.41| $ 335,585.34| $ 340,622.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1663068 |(6) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1800.00000 14400.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 500.00000 500.00| 2300.00000 2300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17500.00000 17500.00| 20000.00000 20000.00| 20500.00000 20500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 93.900 m2 | 20.00000 1878.00| 45.00000 4225.50| 55.00000 5164.50 PAVEMENT, REMOVE | | | 0005 202-02241 163.400 m | 22.00000 3594.80| 5.00000 817.00| 7.00000 1143.80 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 36000.00000 36000.00| 30000.00000 30000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 372.900 m2 | 5.00000 1864.50| 6.00000 2237.40| 8.35000 3113.72 SURFACE MILLING, ASPHALT | | | 0008 202-60822 829.700 m2 | 3.50000 2903.95| 6.00000 4978.20| 8.15000 6762.06 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 7.200 m3 | 115.00000 828.00| 28.00000 201.60| 500.00000 3600.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 32.900 Mg | 50.00000 1645.00| 23.00000 756.70| 140.00000 4606.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1111.000 m2 | 0.40000 444.40| 1.38000 1533.18| 0.19000 211.09 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1500.00000 6000.00| 1430.00000 5720.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 2.000 EACH| 6500.00000 13000.00| 6490.00000 12980.00| 5670.00000 11340.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 3500.00000 14000.00| 3630.00000 14520.00| 4250.00000 17000.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-97774 1.000 EACH| 2400.00000 2400.00| 2530.00000 2530.00| 2270.00000 2270.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 601-99105 198.120 m | 35.00000 6934.20| 39.60000 7845.55| 41.00000 8122.92 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 103.700 m | 75.00000 7777.50| 76.00000 7881.20| 110.00000 11407.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 73.200 m | 70.00000 5124.00| 76.00000 5563.20| 90.00000 6588.00 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 20.000 EACH| 8.00000 160.00| 8.00000 160.00| 18.00000 360.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1663068 |(6) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 287.000 Mg | 66.00000 18942.00| 105.53000 30287.11| 105.00000 30135.00 HMA FOR APPROACHES | | | 0021 610-06257 186.000 m2 | 75.00000 13950.00| 45.00000 8370.00| 82.00000 15252.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51005 8.400 m3 | 900.00000 7560.00| 600.00000 5040.00| 690.00000 5796.00 CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51863 656.000 EACH| 6.00000 3936.00| 6.00000 3936.00| 7.00000 4592.00 FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-90976 2340.000 kg | 1.60000 3744.00| 2.21000 5171.40| 1.86000 4352.40 REINFORCING STEEL, GRADE 60 | | | 0025 703-96177 7367.000 kg | 1.75000 12892.25| 1.80000 13260.60| 2.33000 17165.11 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0026 703-97936 114.000 EACH| 12.00000 1368.00| 12.00000 1368.00| 13.00000 1482.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0027 704-51002 16.300 m3 | 900.00000 14670.00| 600.00000 9780.00| 1195.00000 19478.50 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 132.600 m | 125.00000 16575.00| 129.00000 17105.40| 149.00000 19757.40 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 3200.00000 3200.00 SURFACE SEAL | | | 0031 711-93535 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 3900.00000 3900.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0032 715-91361 4.000 m | 290.00000 1160.00| 50.00000 200.00| 140.00000 560.00 PIPE, PVC, 150 mm | | | 0033 722-51401 45.000 m2 | 250.00000 11250.00| 200.00000 9000.00| 180.00000 8100.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 879.800 m2 | 55.00000 48389.00| 60.00000 52788.00| 64.00000 56307.20 BRIDGE DECK OVERLAY | | | 0035 722-51846 6.600 m3 | 395.00000 2607.00| 395.00000 2607.00| 395.00000 2607.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 135.000 m2 | 50.00000 6750.00| 120.00000 16200.00| 75.00000 10125.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 28.700 m | 350.00000 10045.00| 400.00000 11480.00| 370.00000 10619.00 STRUCTURAL EXPANSION JOINT, SS | | | 0038 801-01428 24.000 m | 21.00000 504.00| 22.00000 528.00| 19.50000 468.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1663068 |(6) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-01851 LUMP| 16000.00000 16000.00| 15500.00000 15500.00| 16000.00000 16000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06203 433.000 m | 1.50000 649.50| 1.40000 606.20| 1.00000 433.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1333.000 m | 3.50000 4665.50| 3.36000 4478.88| 3.25000 4332.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06606 2.000 EACH| 125.00000 250.00| 130.00000 260.00| 500.00000 1000.00 BARRICADE, IIIB | | | 0043 801-06640 19.000 EACH| 65.00000 1235.00| 65.00000 1235.00| 126.00000 2394.00 CONSTRUCTION SIGN, A | | | 0044 801-06645 1.000 EACH| 55.00000 55.00| 60.00000 60.00| 120.00000 120.00 CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 15000.00000 15000.00| 35000.00000 35000.00| 17500.00000 17500.00 MAINTAINING TRAFFIC | | | 0046 808-06713 462.000 m | 0.80000 369.60| 1.10000 508.20| 1.00000 462.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 497.000 m | 0.80000 397.60| 1.10000 546.70| 1.00000 497.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 495.000 m | 2.00000 990.00| 3.30000 1633.50| 2.15000 1064.25 LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 20.00000 100.00| 50.00000 250.00| 55.00000 275.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 5.000 EACH| 160.00000 800.00| 155.00000 775.00| 125.00000 625.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 359,208.80| $ 396,624.52| $ 417,888.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,208.80| $ 396,624.52| $ 417,888.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES 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 8.000 MOS | 1200.00000 9600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 93.900 m2 | 50.00000 4695.00| | PAVEMENT, REMOVE | | | 0005 202-02241 163.400 m | 7.00000 1143.80| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 48000.00000 48000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 372.900 m2 | 5.50000 2050.95| | SURFACE MILLING, ASPHALT | | | 0008 202-60822 829.700 m2 | 5.50000 4563.35| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 7.200 m3 | 100.00000 720.00| | AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 32.900 Mg | 70.00000 2303.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1111.000 m2 | 0.25000 277.75| | ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 2.000 EACH| 5000.00000 10000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 4000.00000 16000.00| | GUARDRAIL END TREATMENT, OS | | | 0015 601-97774 1.000 EACH| 2250.00000 2250.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 601-99105 198.120 m | 40.00000 7924.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 103.700 m | 110.00000 11407.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 73.200 m | 100.00000 7320.00| | TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 20.000 EACH| 11.00000 220.00| | BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES 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 610-05527 287.000 Mg | 85.00000 24395.00| | HMA FOR APPROACHES | | | 0021 610-06257 186.000 m2 | 90.00000 16740.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51005 8.400 m3 | 1500.00000 12600.00| | CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51863 656.000 EACH| 14.00000 9184.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-90976 2340.000 kg | 1.50000 3510.00| | REINFORCING STEEL, GRADE 60 | | | 0025 703-96177 7367.000 kg | 1.70000 12523.90| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0026 703-97936 114.000 EACH| 20.00000 2280.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0027 704-51002 16.300 m3 | 1000.00000 16300.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 132.600 m | 140.00000 18564.00| | CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 3000.00000 3000.00| | SURFACE SEAL | | | 0031 711-93535 LUMP| 5000.00000 5000.00| | BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0032 715-91361 4.000 m | 125.00000 500.00| | PIPE, PVC, 150 mm | | | 0033 722-51401 45.000 m2 | 100.00000 4500.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 879.800 m2 | 70.00000 61586.00| | BRIDGE DECK OVERLAY | | | 0035 722-51846 6.600 m3 | 395.00000 2607.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 135.000 m2 | 50.00000 6750.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 28.700 m | 600.00000 17220.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0038 801-01428 24.000 m | 20.00000 480.00| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 481 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 389,019.93 ROUTE : SR 161 CALL ORDER : 481 CONTRACT ID : B -25092-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-01851 LUMP| 24000.00000 24000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06203 433.000 m | 1.00000 433.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1333.000 m | 3.25000 4332.25| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06606 2.000 EACH| 225.00000 450.00| | BARRICADE, IIIB | | | 0043 801-06640 19.000 EACH| 80.00000 1520.00| | CONSTRUCTION SIGN, A | | | 0044 801-06645 1.000 EACH| 55.00000 55.00| | CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0046 808-06713 462.000 m | 1.00000 462.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 497.000 m | 1.00000 497.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 495.000 m | 2.25000 1113.75| | LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 15.00000 75.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 5.000 EACH| 125.00000 625.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 435,578.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 435,578.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5187007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 268,604.58 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 302,845.67 112.7477% 3 35-1878024 RAGLE, INC. $ 305,142.82 113.6029% 4 35-0626844 RUDOLPH, J.H. & CO $ 306,331.27 114.0454% 5 35-1801998 CLR, INC. $ 363,737.31 135.4173% 6 35-1663068 SIMS & PEDIGO COMPANY $ 377,120.42 140.3998% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 388,491.29 144.6331% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-2040801 |(3) 35-1878024 |TD & O LLC |GOHMANN ASPHALT & CONSTR., I|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 | 1000.00000 8000.00| 1000.00000 8000.00| 800.00000 6400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12069.99000 12069.99| 15000.00000 15000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 88.400 m2 | 20.00000 1768.00| 20.00000 1768.00| 20.00000 1768.00 PAVEMENT, REMOVE | | | 0005 202-02241 100.900 m | 20.90000 2108.81| 21.00000 2118.90| 7.00000 706.30 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 28000.00000 28000.00| 29000.00000 29000.00| 34800.00000 34800.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 289.400 m2 | 6.93000 2005.54| 6.00000 1736.40| 6.75000 1953.45 SURFACE MILLING, ASPHALT | | | 0008 202-60822 628.500 m2 | 6.93000 4355.51| 4.00000 2514.00| 6.75000 4242.38 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 5.200 m3 | 25.00000 130.00| 120.00000 624.00| 50.00000 260.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 26.500 Mg | 25.00000 662.50| 50.00000 1325.00| 20.00000 530.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 861.800 m2 | 0.20000 172.36| 0.40000 344.72| 0.20000 172.36 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1400.00000 5600.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-2040801 |(3) 35-1878024 |TD & O LLC |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-04746 1.000 EACH| 8900.00000 8900.00| 7900.00000 7900.00| 7900.00000 7900.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 3400.00000 13600.00| 3300.00000 13200.00| 3300.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 156.210 m | 36.00000 5623.56| 39.00000 6092.19| 39.00000 6092.19 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 161.650 m | 120.00000 19398.00| 70.00000 11315.50| 110.00000 17781.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 73.200 m | 90.00000 6588.00| 65.00000 4758.00| 110.00000 8052.00 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 20.000 EACH| 8.80000 176.00| 8.00000 160.00| 6.00000 120.00 BARRIER DELINEATOR | | | 0019 610-05527 367.500 Mg | 78.10000 28701.75| 60.00000 22050.00| 87.00000 31972.50 HMA FOR APPROACHES | | | 0020 610-06257 150.400 m2 | 40.00000 6016.00| 80.00000 12032.00| 55.00000 8272.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 702-51005 6.400 m3 | 500.00000 3200.00| 900.00000 5760.00| 800.00000 5120.00 CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 644.000 EACH| 4.00000 2576.00| 6.50000 4186.00| 5.00000 3220.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-90976 1877.000 kg | 0.75000 1407.75| 1.60000 3003.20| 1.60000 3003.20 REINFORCING STEEL, GRADE 60 | | | 0024 703-96177 6443.000 kg | 1.00000 6443.00| 1.80000 11597.40| 1.70000 10953.10 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0025 703-97936 104.000 EACH| 10.00000 1040.00| 14.00000 1456.00| 12.00000 1248.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0026 704-51002 10.800 m3 | 450.00000 4860.00| 900.00000 9720.00| 800.00000 8640.00 CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-05732 4.000 EACH| 750.00000 3000.00| 1250.00000 5000.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0028 706-51025 130.200 m | 70.00000 9114.00| 125.00000 16275.00| 85.00000 11067.00 CONCRETE, C, RAILING | | | 0029 709-51821 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 2600.00000 2600.00 SURFACE SEAL | | | 0030 711-93535 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 2500.00000 2500.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0031 715-91361 4.600 m | 150.00000 690.00| 150.00000 690.00| 120.00000 552.00 PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-2040801 |(3) 35-1878024 |TD & O LLC |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 722-51401 5.000 m2 | 210.00000 1050.00| 350.00000 1750.00| 60.00000 300.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 667.500 m2 | 40.00000 26700.00| 55.00000 36712.50| 52.00000 34710.00 BRIDGE DECK OVERLAY | | | 0034 722-51846 5.000 m3 | 395.00000 1975.00| 395.00000 1975.00| 395.00000 1975.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 100.100 m2 | 55.00000 5505.50| 75.00000 7507.50| 60.00000 6006.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 724-51925 22.700 m | 250.00000 5675.00| 350.00000 7945.00| 300.00000 6810.00 STRUCTURAL EXPANSION JOINT, SS | | | 0037 801-01428 6.800 m | 20.00000 136.00| 20.00000 136.00| 20.00000 136.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0038 801-01851 LUMP| 20000.00000 20000.00| 12000.00000 12000.00| 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0039 801-06203 497.000 m | 0.85000 422.45| 1.50000 745.50| 1.25000 621.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 1247.000 m | 3.36000 4189.92| 3.50000 4364.50| 3.10000 3865.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06606 2.000 EACH| 82.50000 165.00| 80.00000 160.00| 75.00000 150.00 BARRICADE, IIIB | | | 0042 801-06640 19.000 EACH| 50.00000 950.00| 55.00000 1045.00| 50.00000 950.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 1.000 EACH| 50.00000 50.00| 55.00000 55.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 4000.00000 4000.00| 14000.00000 14000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0045 808-06712 341.300 m | 0.55000 187.72| 0.60000 204.78| 0.55000 187.72 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 683.000 m | 0.55000 375.65| 0.60000 409.80| 0.55000 375.65 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 341.300 m | 0.05500 18.77| 0.60000 204.78| 0.55000 187.72 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 624.000 m | 1.95000 1216.80| 2.25000 1404.00| 1.95000 1216.80 LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 11.00000 55.00| 20.00000 100.00| 10.00000 50.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 5.000 EACH| 145.00000 725.00| 160.00000 800.00| 145.00000 725.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-2040801 |(3) 35-1878024 |TD & O LLC |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 268,604.58| $ 302,845.67| $ 305,142.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,604.58| $ 302,845.67| $ 305,142.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1801998 |(6) 35-1663068 |RUDOLPH, J.H. & CO |CLR, INC. |SIMS & PEDIGO COMPANY 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 | 1000.00000 8000.00| 1200.00000 9600.00| 1800.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 1500.00000 1500.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 88.400 m2 | 41.00000 3624.40| 45.00000 3978.00| 50.00000 4420.00 PAVEMENT, REMOVE | | | 0005 202-02241 100.900 m | 6.50000 655.85| 7.00000 706.30| 18.00000 1816.20 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 289.400 m2 | 7.15000 2069.21| 10.75000 3111.05| 7.00000 2025.80 SURFACE MILLING, ASPHALT | | | 0008 202-60822 628.500 m2 | 14.60000 9176.10| 10.50000 6599.25| 7.00000 4399.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 5.200 m3 | 145.00000 754.00| 700.00000 3640.00| 80.00000 416.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 26.500 Mg | 81.00000 2146.50| 166.00000 4399.00| 30.00000 795.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 861.800 m2 | 0.20000 172.36| 0.20000 172.36| 1.88000 1620.18 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1430.00000 5720.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 1.000 EACH| 5200.00000 5200.00| 6500.00000 6500.00| 8690.00000 8690.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 3750.00000 15000.00| 4250.00000 17000.00| 3630.00000 14520.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 156.210 m | 41.60000 6498.34| 45.00000 7029.45| 42.90000 6701.41 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 161.650 m | 86.00000 13901.90| 94.00000 15195.10| 76.00000 12285.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 73.200 m | 83.00000 6075.60| 78.00000 5709.60| 76.00000 5563.20 TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 20.000 EACH| 7.70000 154.00| 18.00000 360.00| 8.00000 160.00 BARRIER DELINEATOR | | | 0019 610-05527 367.500 Mg | 90.00000 33075.00| 85.00000 31237.50| 93.00000 34177.50 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1801998 |(6) 35-1663068 |RUDOLPH, J.H. & CO |CLR, INC. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06257 150.400 m2 | 60.00000 9024.00| 83.00000 12483.20| 50.00000 7520.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 702-51005 6.400 m3 | 620.00000 3968.00| 1160.00000 7424.00| 600.00000 3840.00 CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 644.000 EACH| 6.70000 4314.80| 7.00000 4508.00| 6.00000 3864.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-90976 1877.000 kg | 1.25000 2346.25| 2.14000 4016.78| 2.21000 4148.17 REINFORCING STEEL, GRADE 60 | | | 0024 703-96177 6443.000 kg | 1.70000 10953.10| 2.49000 16043.07| 2.00000 12886.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0025 703-97936 104.000 EACH| 15.00000 1560.00| 13.00000 1352.00| 12.00000 1248.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0026 704-51002 10.800 m3 | 925.00000 9990.00| 1420.00000 15336.00| 700.00000 7560.00 CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-05732 4.000 EACH| 1015.00000 4060.00| 1250.00000 5000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0028 706-51025 130.200 m | 105.00000 13671.00| 120.00000 15624.00| 135.00000 17577.00 CONCRETE, C, RAILING | | | 0029 709-51821 LUMP| 3700.00000 3700.00| 3100.00000 3100.00| 2500.00000 2500.00 SURFACE SEAL | | | 0030 711-93535 LUMP| 4500.00000 4500.00| 3500.00000 3500.00| 5000.00000 5000.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0031 715-91361 4.600 m | 160.00000 736.00| 125.00000 575.00| 24.00000 110.40 PIPE, PVC, 150 mm | | | 0032 722-51401 5.000 m2 | 1325.00000 6625.00| 999.00000 4995.00| 300.00000 1500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 667.500 m2 | 51.00000 34042.50| 71.00000 47392.50| 65.00000 43387.50 BRIDGE DECK OVERLAY | | | 0034 722-51846 5.000 m3 | 395.00000 1975.00| 395.00000 1975.00| 395.00000 1975.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 100.100 m2 | 130.00000 13013.00| 80.00000 8008.00| 200.00000 20020.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 724-51925 22.700 m | 275.00000 6242.50| 500.00000 11350.00| 400.00000 9080.00 STRUCTURAL EXPANSION JOINT, SS | | | 0037 801-01428 6.800 m | 21.00000 142.80| 39.00000 265.20| 23.00000 156.40 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0038 801-01851 LUMP| 11000.00000 11000.00| 12000.00000 12000.00| 12600.00000 12600.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1801998 |(6) 35-1663068 |RUDOLPH, J.H. & CO |CLR, INC. |SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06203 497.000 m | 1.31000 651.07| 1.00000 497.00| 1.50000 745.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 1247.000 m | 3.20000 3990.40| 3.25000 4052.75| 3.30000 4115.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06606 2.000 EACH| 79.00000 158.00| 220.00000 440.00| 150.00000 300.00 BARRICADE, IIIB | | | 0042 801-06640 19.000 EACH| 52.50000 997.50| 73.00000 1387.00| 70.00000 1330.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 1.000 EACH| 52.50000 52.50| 73.00000 73.00| 60.00000 60.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 13500.00000 13500.00| 13800.00000 13800.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0045 808-06712 341.300 m | 0.58000 197.95| 1.00000 341.30| 1.10000 375.43 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 683.000 m | 0.58000 396.14| 1.00000 683.00| 1.10000 751.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 341.300 m | 0.58000 197.95| 1.00000 341.30| 1.10000 375.43 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 624.000 m | 2.05000 1279.20| 2.15000 1341.60| 2.50000 1560.00 LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 3.67000 18.35| 54.00000 270.00| 50.00000 250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 5.000 EACH| 145.00000 725.00| 125.00000 625.00| 155.00000 775.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 306,331.27| $ 363,737.31| $ 377,120.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,331.27| $ 363,737.31| $ 377,120.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES 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 8.000 MOS | 1300.00000 10400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19000.00000 19000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 88.400 m2 | 50.00000 4420.00| | PAVEMENT, REMOVE | | | 0005 202-02241 100.900 m | 7.00000 706.30| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 38000.00000 38000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 289.400 m2 | 7.00000 2025.80| | SURFACE MILLING, ASPHALT | | | 0008 202-60822 628.500 m2 | 7.00000 4399.50| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 5.200 m3 | 100.00000 520.00| | AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 26.500 Mg | 50.00000 1325.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 861.800 m2 | 0.25000 215.45| | ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 1.000 EACH| 5000.00000 5000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 4000.00000 16000.00| | GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 156.210 m | 44.00000 6873.24| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 602-06639 161.650 m | 110.00000 17781.50| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 73.200 m | 100.00000 7320.00| | TEMPORARY CONCRETE BARRIER | | | 0018 602-06729 20.000 EACH| 11.00000 220.00| | BARRIER DELINEATOR | | | 0019 610-05527 367.500 Mg | 70.00000 25725.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES 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 610-06257 150.400 m2 | 100.00000 15040.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 702-51005 6.400 m3 | 1250.00000 8000.00| | CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 644.000 EACH| 14.00000 9016.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-90976 1877.000 kg | 1.50000 2815.50| | REINFORCING STEEL, GRADE 60 | | | 0024 703-96177 6443.000 kg | 1.75000 11275.25| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0025 703-97936 104.000 EACH| 20.00000 2080.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0026 704-51002 10.800 m3 | 1000.00000 10800.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0027 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0028 706-51025 130.200 m | 150.00000 19530.00| | CONCRETE, C, RAILING | | | 0029 709-51821 LUMP| 3100.00000 3100.00| | SURFACE SEAL | | | 0030 711-93535 LUMP| 5000.00000 5000.00| | BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0031 715-91361 4.600 m | 125.00000 575.00| | PIPE, PVC, 150 mm | | | 0032 722-51401 5.000 m2 | 150.00000 750.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 667.500 m2 | 80.00000 53400.00| | BRIDGE DECK OVERLAY | | | 0034 722-51846 5.000 m3 | 395.00000 1975.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 100.100 m2 | 50.00000 5005.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 724-51925 22.700 m | 700.00000 15890.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0037 801-01428 6.800 m | 38.00000 258.40| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0038 801-01851 LUMP| 20000.00000 20000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 491 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 334,454.55 ROUTE : SR 161 CALL ORDER : 491 CONTRACT ID : B -25103-A COUNTIES : WARRICK LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06203 497.000 m | 1.00000 497.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 1247.000 m | 3.25000 4052.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06606 2.000 EACH| 225.00000 450.00| | BARRICADE, IIIB | | | 0042 801-06640 19.000 EACH| 80.00000 1520.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 1.000 EACH| 60.00000 60.00| | CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0045 808-06712 341.300 m | 1.00000 341.30| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 683.000 m | 1.00000 683.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 341.300 m | 1.00000 341.30| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 624.000 m | 2.25000 1404.00| | LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 15.00000 75.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 5.000 EACH| 125.00000 625.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 388,491.29| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,491.29| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1051017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 303,949.57 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 316,874.40 104.2522% 3 35-0626844 RUDOLPH, J.H. & CO $ 343,639.70 113.0581% 4 35-1878024 RAGLE, INC. $ 344,459.08 113.3277% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 358,787.38 118.0417% 6 35-1663068 SIMS & PEDIGO COMPANY $ 399,207.41 131.3400% 7 35-1801998 CLR, INC. CONDITIONAL $ 418,241.10 137.6021% 8 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 424,523.95 139.6692% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-0626844 |TD & O LLC |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & 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 8.000 MOS | 1000.00000 8000.00| 1000.00000 8000.00| 1500.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3300.00000 3300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13830.81000 13830.81| 15750.00000 15750.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 94.400 m2 | 30.00000 2832.00| 24.00000 2265.60| 38.30000 3615.52 PAVEMENT, REMOVE | | | 0005 202-02241 152.000 m | 12.10000 1839.20| 12.00000 1824.00| 6.50000 988.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 24000.00000 24000.00| 25500.00000 25500.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 372.900 m2 | 5.78000 2155.36| 7.00000 2610.30| 6.20000 2311.98 SURFACE MILLING, ASPHALT | | | 0008 202-60822 808.800 m2 | 5.78000 4674.86| 7.00000 5661.60| 9.55000 7724.04 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 7.200 m3 | 25.00000 180.00| 34.00000 244.80| 120.00000 864.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 33.200 Mg | 25.00000 830.00| 24.00000 796.80| 81.50000 2705.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1111.000 m2 | 0.20000 222.20| 0.45000 499.95| 0.20000 222.20 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-0626844 |TD & O LLC |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-01522 4.000 EACH| 1325.00000 5300.00| 1350.00000 5400.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 2.000 EACH| 6300.00000 12600.00| 4500.00000 9000.00| 5200.00000 10400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 3350.00000 13400.00| 3550.00000 14200.00| 3750.00000 15000.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-97774 1.000 EACH| 2175.00000 2175.00| 2200.00000 2200.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 601-99105 198.120 m | 33.20000 6577.58| 37.50000 7429.50| 37.50000 7429.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 103.700 m | 110.00000 11407.00| 56.00000 5807.20| 86.00000 8918.20 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 73.200 m | 100.00000 7320.00| 54.00000 3952.80| 83.00000 6075.60 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 20.000 EACH| 8.80000 176.00| 8.00000 160.00| 7.70000 154.00 BARRIER DELINEATOR | | | 0020 610-05527 286.000 Mg | 86.10000 24624.60| 80.00000 22880.00| 97.00000 27742.00 HMA FOR APPROACHES | | | 0021 610-06257 118.100 m2 | 60.00000 7086.00| 57.00000 6731.70| 70.00000 8267.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51005 8.400 m3 | 750.00000 6300.00| 1000.00000 8400.00| 604.00000 5073.60 CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51863 656.000 EACH| 5.50000 3608.00| 6.00000 3936.00| 6.60000 4329.60 FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-90976 2357.000 kg | 1.00000 2357.00| 1.50000 3535.50| 1.25000 2946.25 REINFORCING STEEL, GRADE 60 | | | 0025 703-96177 7857.000 kg | 1.20000 9428.40| 1.50000 11785.50| 1.75000 13749.75 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0026 703-97936 118.000 EACH| 10.00000 1180.00| 14.00000 1652.00| 14.40000 1699.20 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0027 704-51002 18.400 m3 | 450.00000 8280.00| 1000.00000 18400.00| 655.00000 12052.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1015.00000 4060.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 133.200 m | 85.00000 11322.00| 120.00000 15984.00| 110.00000 14652.00 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3750.00000 3750.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-0626844 |TD & O LLC |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 711-93535 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 5600.00000 5600.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0032 715-91361 4.000 m | 100.00000 400.00| 100.00000 400.00| 183.00000 732.00 PIPE, PVC, 150 mm | | | 0033 722-51401 45.000 m2 | 210.00000 9450.00| 90.00000 4050.00| 400.00000 18000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 880.900 m2 | 42.50000 37438.25| 47.50000 41842.75| 46.00000 40521.40 BRIDGE DECK OVERLAY | | | 0035 722-51846 6.600 m3 | 395.00000 2607.00| 395.00000 2607.00| 395.00000 2607.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 130.000 m2 | 55.00000 7150.00| 67.00000 8710.00| 140.00000 18200.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 28.700 m | 250.00000 7175.00| 300.00000 8610.00| 290.00000 8323.00 STRUCTURAL EXPANSION JOINT, SS | | | 0038 801-01428 24.000 m | 22.00000 528.00| 20.00000 480.00| 21.00000 504.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0039 801-01851 LUMP| 22000.00000 22000.00| 16000.00000 16000.00| 14700.00000 14700.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06203 432.600 m | 1.31000 566.71| 1.50000 648.90| 1.31000 566.71 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1332.000 m | 3.20000 4262.40| 3.00000 3996.00| 3.20000 4262.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06606 2.000 EACH| 89.25000 178.50| 125.00000 250.00| 89.00000 178.00 BARRICADE, IIIB | | | 0043 801-06640 19.000 EACH| 52.50000 997.50| 75.00000 1425.00| 52.50000 997.50 CONSTRUCTION SIGN, A | | | 0044 801-06645 1.000 EACH| 52.50000 52.50| 50.00000 50.00| 52.50000 52.50 CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0046 808-06713 462.000 m | 0.79000 364.98| 1.00000 462.00| 0.79000 364.98 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 498.000 m | 0.79000 393.42| 1.00000 498.00| 0.79000 393.42 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 495.000 m | 1.94000 960.30| 2.50000 1237.50| 1.94000 960.30 LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 11.55000 57.75| 15.00000 75.00| 4.25000 21.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1364963 |(3) 35-0626844 |TD & O LLC |ERBER & MILLIGAN CONSTR. CO.|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 808-75998 5.000 EACH| 152.25000 761.25| 85.00000 425.00| 145.00000 725.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 303,949.57| $ 316,874.40| $ 343,639.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 303,949.57| $ 316,874.40| $ 343,639.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-1663068 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY 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 | 1000.00000 8000.00| 1000.00000 8000.00| 1800.00000 14400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18200.00000 18200.00| 17000.00000 17000.00| 19150.00000 19150.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 94.400 m2 | 20.00000 1888.00| 20.00000 1888.00| 45.00000 4248.00 PAVEMENT, REMOVE | | | 0005 202-02241 152.000 m | 7.00000 1064.00| 11.00000 1672.00| 8.00000 1216.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 37000.00000 37000.00| 34500.00000 34500.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 372.900 m2 | 6.00000 2237.40| 5.00000 1864.50| 6.00000 2237.40 SURFACE MILLING, ASPHALT | | | 0008 202-60822 808.800 m2 | 6.00000 4852.80| 3.00000 2426.40| 6.00000 4852.80 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 7.200 m3 | 50.00000 360.00| 75.00000 540.00| 30.00000 216.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 33.200 Mg | 20.00000 664.00| 40.00000 1328.00| 23.00000 763.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1111.000 m2 | 0.20000 222.20| 0.40000 444.40| 1.38000 1533.18 ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1325.00000 5300.00| 1325.00000 5300.00| 1485.00000 5940.00 GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 2.000 EACH| 6300.00000 12600.00| 6300.00000 12600.00| 6765.00000 13530.00 ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 3350.00000 13400.00| 3350.00000 13400.00| 3685.00000 14740.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-97774 1.000 EACH| 2175.00000 2175.00| 2175.00000 2175.00| 2585.00000 2585.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 601-99105 198.120 m | 33.20000 6577.58| 33.20000 6577.58| 40.15000 7954.52 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 103.700 m | 110.00000 11407.00| 70.00000 7259.00| 76.00000 7881.20 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 73.200 m | 110.00000 8052.00| 65.00000 4758.00| 76.00000 5563.20 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 20.000 EACH| 6.00000 120.00| 8.00000 160.00| 8.00000 160.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-1663068 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 286.000 Mg | 100.00000 28600.00| 68.00000 19448.00| 105.94000 30298.84 HMA FOR APPROACHES | | | 0021 610-06257 118.100 m2 | 55.00000 6495.50| 70.00000 8267.00| 50.00000 5905.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51005 8.400 m3 | 800.00000 6720.00| 900.00000 7560.00| 700.00000 5880.00 CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51863 656.000 EACH| 5.00000 3280.00| 6.00000 3936.00| 6.00000 3936.00 FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-90976 2357.000 kg | 1.60000 3771.20| 1.60000 3771.20| 2.21000 5208.97 REINFORCING STEEL, GRADE 60 | | | 0025 703-96177 7857.000 kg | 1.70000 13356.90| 1.80000 14142.60| 2.00000 15714.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0026 703-97936 118.000 EACH| 12.00000 1416.00| 14.00000 1652.00| 12.00000 1416.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0027 704-51002 18.400 m3 | 800.00000 14720.00| 900.00000 16560.00| 700.00000 12880.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1000.00000 4000.00| 1250.00000 5000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 133.200 m | 85.00000 11322.00| 125.00000 16650.00| 131.00000 17449.20 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 3300.00000 3300.00| 3200.00000 3200.00| 2000.00000 2000.00 SURFACE SEAL | | | 0031 711-93535 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 5000.00000 5000.00 BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0032 715-91361 4.000 m | 120.00000 480.00| 150.00000 600.00| 8.00000 32.00 PIPE, PVC, 150 mm | | | 0033 722-51401 45.000 m2 | 215.00000 9675.00| 300.00000 13500.00| 200.00000 9000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 880.900 m2 | 46.00000 40521.40| 60.00000 52854.00| 60.00000 52854.00 BRIDGE DECK OVERLAY | | | 0035 722-51846 6.600 m3 | 395.00000 2607.00| 395.00000 2607.00| 395.00000 2607.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 130.000 m2 | 60.00000 7800.00| 80.00000 10400.00| 120.00000 15600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 28.700 m | 300.00000 8610.00| 350.00000 10045.00| 400.00000 11480.00 STRUCTURAL EXPANSION JOINT, SS | | | 0038 801-01428 24.000 m | 20.00000 480.00| 30.00000 720.00| 25.00000 600.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2040801 |(6) 35-1663068 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-01851 LUMP| 28000.00000 28000.00| 14000.00000 14000.00| 15500.00000 15500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06203 432.600 m | 1.25000 540.75| 1.50000 648.90| 1.50000 648.90 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1332.000 m | 3.05000 4062.60| 3.40000 4528.80| 3.30000 4395.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06606 2.000 EACH| 85.00000 170.00| 85.00000 170.00| 135.00000 270.00 BARRICADE, IIIB | | | 0043 801-06640 19.000 EACH| 50.00000 950.00| 50.00000 950.00| 70.00000 1330.00 CONSTRUCTION SIGN, A | | | 0044 801-06645 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 60.00000 60.00 CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 2500.00000 2500.00| 16000.00000 16000.00| 33000.00000 33000.00 MAINTAINING TRAFFIC | | | 0046 808-06713 462.000 m | 0.75000 346.50| 0.75000 346.50| 1.10000 508.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 498.000 m | 0.75000 373.50| 0.75000 373.50| 1.10000 547.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 495.000 m | 1.85000 915.75| 2.20000 1089.00| 2.00000 990.00 LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 10.00000 50.00| 20.00000 100.00| 50.00000 250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 5.000 EACH| 145.00000 725.00| 145.00000 725.00| 155.00000 775.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 344,459.08| $ 358,787.38| $ 399,207.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,459.08| $ 358,787.38| $ 399,207.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1618530 | |CLR, 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 8.000 MOS | 1800.00000 14400.00| 1300.00000 10400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20900.00000 20900.00| 21000.00000 21000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 94.400 m2 | 42.00000 3964.80| 50.00000 4720.00| PAVEMENT, REMOVE | | | 0005 202-02241 152.000 m | 12.00000 1824.00| 8.00000 1216.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 32000.00000 32000.00| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 372.900 m2 | 8.50000 3169.65| 6.00000 2237.40| SURFACE MILLING, ASPHALT | | | 0008 202-60822 808.800 m2 | 7.70000 6227.76| 6.00000 4852.80| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 211-06467 7.200 m3 | 415.00000 2988.00| 75.00000 540.00| AGGREGATE FOR END BENT BACKFILL | | | 0010 303-52308 33.200 Mg | 105.00000 3486.00| 50.00000 1660.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 1111.000 m2 | 0.20000 222.20| 0.60000 666.60| ASPHALT FOR TACK COAT | | | 0012 601-01522 4.000 EACH| 1450.00000 5800.00| 1300.00000 5200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0013 601-04746 2.000 EACH| 6900.00000 13800.00| 5000.00000 10000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0014 601-94689 4.000 EACH| 3900.00000 15600.00| 4000.00000 16000.00| GUARDRAIL END TREATMENT, OS | | | 0015 601-97774 1.000 EACH| 2375.00000 2375.00| 2200.00000 2200.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0016 601-99105 198.120 m | 37.00000 7330.44| 40.00000 7924.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 103.700 m | 112.00000 11614.40| 120.00000 12444.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 73.200 m | 89.00000 6514.80| 100.00000 7320.00| TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 20.000 EACH| 18.00000 360.00| 9.00000 180.00| BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1618530 | |CLR, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 286.000 Mg | 105.00000 30030.00| 75.00000 21450.00| HMA FOR APPROACHES | | | 0021 610-06257 118.100 m2 | 128.00000 15116.80| 100.00000 11810.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51005 8.400 m3 | 940.00000 7896.00| 1500.00000 12600.00| CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51863 656.000 EACH| 7.00000 4592.00| 13.50000 8856.00| FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-90976 2357.000 kg | 1.88000 4431.16| 1.50000 3535.50| REINFORCING STEEL, GRADE 60 | | | 0025 703-96177 7857.000 kg | 2.25000 17678.25| 1.75000 13749.75| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0026 703-97936 118.000 EACH| 14.00000 1652.00| 20.00000 2360.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0027 704-51002 18.400 m3 | 1130.00000 20792.00| 900.00000 16560.00| CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 133.200 m | 121.00000 16117.20| 150.00000 19980.00| CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 3400.00000 3400.00| 3500.00000 3500.00| SURFACE SEAL | | | 0031 711-93535 LUMP| 5200.00000 5200.00| 6000.00000 6000.00| BLAST, CLEAN, AND PAINT BEARING | | | ASSEMBLIES | | | 0032 715-91361 4.000 m | 139.00000 556.00| 140.00000 560.00| PIPE, PVC, 150 mm | | | 0033 722-51401 45.000 m2 | 250.00000 11250.00| 100.00000 4500.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 880.900 m2 | 61.00000 53734.90| 60.00000 52854.00| BRIDGE DECK OVERLAY | | | 0035 722-51846 6.600 m3 | 395.00000 2607.00| 395.00000 2607.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 130.000 m2 | 90.00000 11700.00| 50.00000 6500.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 28.700 m | 425.00000 12197.50| 600.00000 17220.00| STRUCTURAL EXPANSION JOINT, SS | | | 0038 801-01428 24.000 m | 21.00000 504.00| 19.00000 456.00| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 501 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 383,041.51 ROUTE : SR 145 CALL ORDER : 501 CONTRACT ID : B -25104-A COUNTIES : PERRY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1618530 | |CLR, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-01851 LUMP| 15500.00000 15500.00| 25000.00000 25000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0040 801-06203 432.600 m | 1.37000 592.66| 1.00000 432.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 1332.000 m | 3.34000 4448.88| 3.25000 4329.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06606 2.000 EACH| 124.00000 248.00| 225.00000 450.00| BARRICADE, IIIB | | | 0043 801-06640 19.000 EACH| 54.00000 1026.00| 100.00000 1900.00| CONSTRUCTION SIGN, A | | | 0044 801-06645 1.000 EACH| 54.00000 54.00| 55.00000 55.00| CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 15000.00000 15000.00| 21000.00000 21000.00| MAINTAINING TRAFFIC | | | 0046 808-06713 462.000 m | 0.82000 378.84| 1.00000 462.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 498.000 m | 0.82000 408.36| 1.00000 498.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 495.000 m | 2.00000 990.00| 2.50000 1237.50| LINE, REMOVE | | | 0049 808-75996 5.000 EACH| 54.50000 272.50| 15.00000 75.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 5.000 EACH| 158.00000 790.00| 125.00000 625.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 418,241.10| $ 424,523.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 418,241.10| $ 424,523.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/07/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B231006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 531,845.80 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 534,379.22 100.4763% 3 35-1447641 STRUCTURE CONTRACTORS $ 555,858.52 104.5149% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 573,380.57 107.8095% 5 35-1212938 ATLAS EXCAVATING, INC. $ 586,996.27 110.3696% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 589,311.78 110.8050% 7 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 597,395.44 112.3249% 8 35-1128289 BEATY CONSTRUCTION, INC. $ 609,938.20 114.6832% 9 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 655,975.58 123.3394% 10 35-1917625 MILESTONE CONTRACTORS, L.P. $ 742,483.02 139.6049% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1609544 |(3) 35-1447641 |GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 800.00000 9600.00| 1000.00000 12000.00| 1000.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 100.00000 100.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 26700.00000 26700.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5850.00000 5850.00| 8068.00000 8068.00| 13000.00000 13000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 134.000 m2 | 25.00000 3350.00| 14.00000 1876.00| 40.00000 5360.00 PAVEMENT, REMOVE | | | 0006 202-02274 25.000 m | 18.00000 450.00| 10.00000 250.00| 35.00000 875.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-51328 LUMP| 60000.00000 60000.00| 102670.00000 102670.00| 86000.00000 86000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 12.000 m2 | 40.00000 480.00| 12.00000 144.00| 35.00000 420.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 160.000 m2 | 12.00000 1920.00| 7.00000 1120.00| 8.00000 1280.00 SURFACE MILLING, ASPHALT | | | 0010 202-94810 4.000 EACH| 300.00000 1200.00| 125.00000 500.00| 130.00000 520.00 CURB TURNOUT, REMOVE | | | 0011 203-02080 0.198 km | 12000.00000 2376.00| 13123.00000 2598.35| 5500.00000 1089.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1609544 |(3) 35-1447641 |GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-51223 35.000 m3 | 65.00000 2275.00| 20.00000 700.00| 75.00000 2625.00 EXCAVATION, WATERWAY | | | 0013 303-52308 80.000 Mg | 40.00000 3200.00| 40.00000 3200.00| 40.00000 3200.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 65.000 m2 | 18.00000 1170.00| 66.25000 4306.25| 18.00000 1170.00 SEAL COAT, 2 | | | 0015 406-05521 170.000 m2 | 4.10000 697.00| 0.97000 164.90| 4.10000 697.00 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1120.00000 4480.00| 1266.00000 5064.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-06037 4.000 EACH| 599.00000 2396.00| 677.00000 2708.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 129.540 m | 32.00000 4145.28| 36.13000 4680.28| 45.00000 5829.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 603-04741 LUMP| 500.00000 500.00| 2028.00000 2028.00| 3300.00000 3300.00 FENCE , RESET | | | 0020 607-06335 8.000 m | 300.00000 2400.00| 100.00000 800.00| 250.00000 2000.00 PAVED SIDE DITCH, A | | | 0021 610-05527 37.000 Mg | 260.00000 9620.00| 201.00000 7437.00| 260.00000 9620.00 HMA FOR APPROACHES | | | 0022 610-06257 185.400 m2 | 70.00000 12978.00| 63.00000 11680.20| 60.00000 11124.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 615-06535 1.000 EACH| 200.00000 200.00| 175.00000 175.00| 300.00000 300.00 BENCH MARK POST, RESET | | | 0024 616-02320 305.000 m2 | 6.00000 1830.00| 1.75000 533.75| 5.00000 1525.00 GEOTEXTILES | | | 0025 616-05688 400.000 Mg | 50.00000 20000.00| 24.16000 9664.00| 55.00000 22000.00 RIPRAP, CLASS 1 | | | 0026 621-01004 2.000 EACH| 300.00000 600.00| 340.00000 680.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 600.000 m2 | 1.68000 1008.00| 1.90000 1140.00| 2.00000 1200.00 MULCHED SEEDING, U | | | 0028 702-51110 1394.000 kg | 6.00000 8364.00| 3.64000 5074.16| 7.00000 9758.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 703-51032 71317.000 kg | 1.30000 92712.10| 1.21000 86293.57| 1.25000 89146.25 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 104.000 EACH| 9.00000 936.00| 13.30000 1383.20| 15.00000 1560.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 297.800 m3 | 550.00000 163790.00| 490.00000 145922.00| 500.00000 148900.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1609544 |(3) 35-1447641 |GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 706-06349 220.600 m | 200.00000 44120.00| 233.46000 51501.28| 250.00000 55150.00 RAILING, TX | | | 0033 706-06372 4.000 EACH| 2300.00000 9200.00| 1800.00000 7200.00| 800.00000 3200.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0034 709-51821 LUMP| 11000.00000 11000.00| 11965.00000 11965.00| 10040.00000 10040.00 SURFACE SEAL | | | 0035 715-91361 18.800 m | 50.00000 940.00| 89.83000 1688.80| 150.00000 2820.00 PIPE, PVC, 150 mm | | | 0036 724-51925 12.800 m | 550.00000 7040.00| 328.00000 4198.40| 250.00000 3200.00 STRUCTURAL EXPANSION JOINT, SS | | | 0037 801-04308 4.000 EACH| 138.00000 552.00| 136.00000 544.00| 120.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 8.000 EACH| 79.00000 632.00| 68.00000 544.00| 60.00000 480.00 BARRICADE, IIIA | | | 0039 801-06606 4.000 EACH| 79.00000 316.00| 79.00000 316.00| 70.00000 280.00 BARRICADE, IIIB | | | 0040 801-06625 12.000 EACH| 60.00000 720.00| 102.00000 1224.00| 90.00000 1080.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 6.000 EACH| 65.00000 390.00| 57.00000 342.00| 50.00000 300.00 CONSTRUCTION SIGN, A | | | 0042 805-95568 251.000 m | 25.00000 6275.00| 6.92000 1736.92| 14.23000 3571.73 CONDUIT, PVC, 100 mm | | | 0043 808-06703 30.000 m | 1.75000 52.50| 5.10000 153.00| 4.50000 135.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0044 808-75051 253.090 m | 4.60000 1164.21| 4.07000 1030.08| 3.60000 911.12 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0045 808-75054 253.090 m | 4.60000 1164.21| 4.07000 1030.08| 3.60000 911.12 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0046 808-75245 30.000 m | 1.75000 52.50| 5.10000 153.00| 4.50000 135.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0047 808-75998 14.000 EACH| 50.00000 700.00| 78.00000 1092.00| 69.00000 966.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 531,845.80| $ 534,379.22| $ 555,858.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 531,845.80| $ 534,379.22| $ 555,858.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1364963 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |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 12.000 MOS | 1570.00000 18840.00| 700.00000 8400.00| 1000.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3450.00000 3450.00| 5800.00000 5800.00| 3750.00000 3750.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28600.00000 28600.00| 30000.00000 30000.00| 28750.00000 28750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14300.00000 14300.00| 6500.00000 6500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 134.000 m2 | 29.00000 3886.00| 21.00000 2814.00| 27.50000 3685.00 PAVEMENT, REMOVE | | | 0006 202-02274 25.000 m | 48.00000 1200.00| 28.00000 700.00| 24.00000 600.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-51328 LUMP| 93500.00000 93500.00| 155000.00000 155000.00| 120000.00000 120000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 12.000 m2 | 85.00000 1020.00| 35.00000 420.00| 20.00000 240.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 160.000 m2 | 10.00000 1600.00| 8.80000 1408.00| 10.00000 1600.00 SURFACE MILLING, ASPHALT | | | 0010 202-94810 4.000 EACH| 175.00000 700.00| 250.00000 1000.00| 120.00000 480.00 CURB TURNOUT, REMOVE | | | 0011 203-02080 0.198 km | 17100.00000 3385.80| 15000.00000 2970.00| 20000.00000 3960.00 LINEAR GRADING | | | 0012 203-51223 35.000 m3 | 40.00000 1400.00| 25.00000 875.00| 50.00000 1750.00 EXCAVATION, WATERWAY | | | 0013 303-52308 80.000 Mg | 40.00000 3200.00| 22.00000 1760.00| 25.00000 2000.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 65.000 m2 | 12.75000 828.75| 45.00000 2925.00| 20.00000 1300.00 SEAL COAT, 2 | | | 0015 406-05521 170.000 m2 | 3.00000 510.00| 1.00000 170.00| 1.00000 170.00 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1120.00000 4480.00| 1250.00000 5000.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-06037 4.000 EACH| 599.00000 2396.00| 630.00000 2520.00| 650.00000 2600.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 129.540 m | 32.00000 4145.28| 33.50000 4339.59| 35.00000 4533.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 603-04741 LUMP| 1795.00000 1795.00| 1900.00000 1900.00| 2000.00000 2000.00 FENCE , RESET | | | 0020 607-06335 8.000 m | 170.00000 1360.00| 170.00000 1360.00| 45.00000 360.00 PAVED SIDE DITCH, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1364963 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-05527 37.000 Mg | 185.00000 6845.00| 200.00000 7400.00| 250.00000 9250.00 HMA FOR APPROACHES | | | 0022 610-06257 185.400 m2 | 95.00000 17613.00| 49.00000 9084.60| 58.50000 10845.90 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 615-06535 1.000 EACH| 150.00000 150.00| 365.00000 365.00| 1000.00000 1000.00 BENCH MARK POST, RESET | | | 0024 616-02320 305.000 m2 | 4.00000 1220.00| 5.50000 1677.50| 3.00000 915.00 GEOTEXTILES | | | 0025 616-05688 400.000 Mg | 54.00000 21600.00| 45.00000 18000.00| 48.00000 19200.00 RIPRAP, CLASS 1 | | | 0026 621-01004 2.000 EACH| 300.00000 600.00| 320.00000 640.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 600.000 m2 | 1.68000 1008.00| 1.80000 1080.00| 1.50000 900.00 MULCHED SEEDING, U | | | 0028 702-51110 1394.000 kg | 9.00000 12546.00| 4.00000 5576.00| 5.25000 7318.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 703-51032 71317.000 kg | 1.20000 85580.40| 1.30000 92712.10| 1.28000 91285.76 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 104.000 EACH| 16.00000 1664.00| 15.50000 1612.00| 15.00000 1560.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 297.800 m3 | 439.50000 130883.10| 435.00000 129543.00| 450.00000 134010.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-06349 220.600 m | 300.00000 66180.00| 200.00000 44120.00| 325.00000 71695.00 RAILING, TX | | | 0033 706-06372 4.000 EACH| 2000.00000 8000.00| 2300.00000 9200.00| 1450.00000 5800.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0034 709-51821 LUMP| 8600.00000 8600.00| 12000.00000 12000.00| 12000.00000 12000.00 SURFACE SEAL | | | 0035 715-91361 18.800 m | 170.00000 3196.00| 160.00000 3008.00| 75.00000 1410.00 PIPE, PVC, 150 mm | | | 0036 724-51925 12.800 m | 500.00000 6400.00| 300.00000 3840.00| 330.00000 4224.00 STRUCTURAL EXPANSION JOINT, SS | | | 0037 801-04308 4.000 EACH| 120.00000 480.00| 135.00000 540.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 8.000 EACH| 60.00000 480.00| 70.00000 560.00| 80.00000 640.00 BARRICADE, IIIA | | | 0039 801-06606 4.000 EACH| 70.00000 280.00| 80.00000 320.00| 90.00000 360.00 BARRICADE, IIIB | | | 0040 801-06625 12.000 EACH| 90.00000 1080.00| 100.00000 1200.00| 100.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1364963 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06640 6.000 EACH| 50.00000 300.00| 70.00000 420.00| 100.00000 600.00 CONSTRUCTION SIGN, A | | | 0042 805-95568 251.000 m | 20.00000 5020.00| 20.00000 5020.00| 44.00000 11044.00 CONDUIT, PVC, 100 mm | | | 0043 808-06703 30.000 m | 4.50000 135.00| 4.70000 141.00| 5.00000 150.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0044 808-75051 253.090 m | 3.60000 911.12| 3.80000 961.74| 4.00000 1012.36 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0045 808-75054 253.090 m | 3.60000 911.12| 3.80000 961.74| 4.00000 1012.36 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0046 808-75245 30.000 m | 4.50000 135.00| 4.80000 144.00| 5.00000 150.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0047 808-75998 14.000 EACH| 69.00000 966.00| 72.00000 1008.00| 75.00000 1050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 573,380.57| $ 586,996.27| $ 589,311.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 573,380.57| $ 586,996.27| $ 589,311.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0906416 |(8) 35-1128289 |(9) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, 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 12.000 MOS | 1127.69000 13532.28| 700.00000 8400.00| 1200.00000 14400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3682.53000 3682.53| 4000.00000 4000.00| 10500.00000 10500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 29869.77000 29869.77| 30000.00000 30000.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17326.90000 17326.90| 15000.00000 15000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 134.000 m2 | 21.00000 2814.00| 24.00000 3216.00| 15.00000 2010.00 PAVEMENT, REMOVE | | | 0006 202-02274 25.000 m | 19.62000 490.50| 9.00000 225.00| 55.00000 1375.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-51328 LUMP| 93807.64000 93807.64| 117409.00000 117409.00| 105000.00000 105000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 12.000 m2 | 14.23000 170.76| 8.00000 96.00| 30.00000 360.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 160.000 m2 | 12.45000 1992.00| 9.00000 1440.00| 12.00000 1920.00 SURFACE MILLING, ASPHALT | | | 0010 202-94810 4.000 EACH| 176.79000 707.16| 400.00000 1600.00| 250.00000 1000.00 CURB TURNOUT, REMOVE | | | 0011 203-02080 0.198 km | 27089.61000 5363.74| 16200.00000 3207.60| 35000.00000 6930.00 LINEAR GRADING | | | 0012 203-51223 35.000 m3 | 31.13000 1089.55| 20.00000 700.00| 80.00000 2800.00 EXCAVATION, WATERWAY | | | 0013 303-52308 80.000 Mg | 32.17000 2573.60| 27.00000 2160.00| 25.00000 2000.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 65.000 m2 | 46.09000 2995.85| 48.00000 3120.00| 20.00000 1300.00 SEAL COAT, 2 | | | 0015 406-05521 170.000 m2 | 0.90000 153.00| 1.00000 170.00| 4.50000 765.00 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1166.70000 4666.80| 1450.00000 5800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-06037 4.000 EACH| 625.02000 2500.08| 670.00000 2680.00| 650.00000 2600.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 129.540 m | 33.83000 4382.34| 37.00000 4792.98| 34.00000 4404.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 603-04741 LUMP| 1869.85000 1869.85| 5400.00000 5400.00| 2000.00000 2000.00 FENCE , RESET | | | 0020 607-06335 8.000 m | 149.51000 1196.08| 475.00000 3800.00| 200.00000 1600.00 PAVED SIDE DITCH, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0906416 |(8) 35-1128289 |(9) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-05527 37.000 Mg | 186.02000 6882.74| 200.00000 7400.00| 275.00000 10175.00 HMA FOR APPROACHES | | | 0022 610-06257 185.400 m2 | 81.15000 15045.21| 58.00000 10753.20| 80.00000 14832.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 615-06535 1.000 EACH| 156.26000 156.26| 300.00000 300.00| 60.00000 60.00 BENCH MARK POST, RESET | | | 0024 616-02320 305.000 m2 | 3.10000 945.50| 2.00000 610.00| 5.00000 1525.00 GEOTEXTILES | | | 0025 616-05688 400.000 Mg | 43.32000 17328.00| 43.00000 17200.00| 55.00000 22000.00 RIPRAP, CLASS 1 | | | 0026 621-01004 2.000 EACH| 312.51000 625.02| 335.00000 670.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 600.000 m2 | 1.79000 1074.00| 2.00000 1200.00| 1.75000 1050.00 MULCHED SEEDING, U | | | 0028 702-51110 1394.000 kg | 5.71000 7959.74| 7.00000 9758.00| 7.00000 9758.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 703-51032 71317.000 kg | 1.30000 92712.10| 1.30000 92712.10| 1.50000 106975.50 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 104.000 EACH| 13.77000 1432.08| 10.00000 1040.00| 20.00000 2080.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 297.800 m3 | 513.70000 152979.86| 575.00000 171235.00| 500.00000 148900.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-06349 220.600 m | 324.84000 71659.70| 230.00000 50738.00| 350.00000 77210.00 RAILING, TX | | | 0033 706-06372 4.000 EACH| 1458.38000 5833.52| 1700.00000 6800.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0034 709-51821 LUMP| 11031.60000 11031.60| 11200.00000 11200.00| 11000.00000 11000.00 SURFACE SEAL | | | 0035 715-91361 18.800 m | 34.51000 648.79| 62.00000 1165.60| 200.00000 3760.00 PIPE, PVC, 150 mm | | | 0036 724-51925 12.800 m | 310.70000 3976.96| 300.00000 3840.00| 750.00000 9600.00 STRUCTURAL EXPANSION JOINT, SS | | | 0037 801-04308 4.000 EACH| 125.00000 500.00| 135.00000 540.00| 130.00000 520.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 8.000 EACH| 62.50000 500.00| 67.00000 536.00| 65.00000 520.00 BARRICADE, IIIA | | | 0039 801-06606 4.000 EACH| 72.92000 291.68| 80.00000 320.00| 75.00000 300.00 BARRICADE, IIIB | | | 0040 801-06625 12.000 EACH| 93.75000 1125.00| 100.00000 1200.00| 100.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0906416 |(8) 35-1128289 |(9) 35-1618530 |WEDDLE BROTHERS CONSTRUCTION|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06640 6.000 EACH| 57.29000 343.74| 56.00000 336.00| 60.00000 360.00 CONSTRUCTION SIGN, A | | | 0042 805-95568 251.000 m | 39.63000 9947.13| 15.00000 3765.00| 41.00000 10291.00 CONDUIT, PVC, 100 mm | | | 0043 808-06703 30.000 m | 4.72000 141.60| 5.00000 150.00| 5.00000 150.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0044 808-75051 253.090 m | 3.77000 954.15| 4.00000 1012.36| 4.00000 1012.36 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0045 808-75054 253.090 m | 3.77000 954.15| 4.00000 1012.36| 4.00000 1012.36 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0046 808-75245 30.000 m | 4.72000 141.60| 5.00000 150.00| 5.00000 150.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0047 808-75998 14.000 EACH| 72.92000 1020.88| 77.00000 1078.00| 80.00000 1120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 597,395.44| $ 609,938.20| $ 655,975.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 597,395.44| $ 609,938.20| $ 655,975.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 3055.83000 36669.96| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3600.00000 3600.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 37500.00000 37500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18236.12000 18236.12| | CLEARING RIGHT OF WAY | | | 0005 202-02240 134.000 m2 | 21.87000 2930.58| | PAVEMENT, REMOVE | | | 0006 202-02274 25.000 m | 18.61000 465.25| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-51328 LUMP| 151207.39000 151207.39| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 12.000 m2 | 27.57000 330.84| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 160.000 m2 | 16.88000 2700.80| | SURFACE MILLING, ASPHALT | | | 0010 202-94810 4.000 EACH| 89.12000 356.48| | CURB TURNOUT, REMOVE | | | 0011 203-02080 0.198 km | 40089.24000 7937.67| | LINEAR GRADING | | | 0012 203-51223 35.000 m3 | 69.96000 2448.60| | EXCAVATION, WATERWAY | | | 0013 303-52308 80.000 Mg | 42.51000 3400.80| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 404-05511 65.000 m2 | 25.86000 1680.90| | SEAL COAT, 2 | | | 0015 406-05521 170.000 m2 | 0.05000 8.50| | ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1192.13000 4768.52| | GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-06037 4.000 EACH| 637.58000 2550.32| | GUARDRAIL END TREATMENT, I | | | 0018 601-99105 129.540 m | 34.06000 4412.13| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 603-04741 LUMP| 1884.75000 1884.75| | FENCE , RESET | | | 0020 607-06335 8.000 m | 175.73000 1405.84| | PAVED SIDE DITCH, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-05527 37.000 Mg | 190.17000 7036.29| | HMA FOR APPROACHES | | | 0022 610-06257 185.400 m2 | 87.94000 16304.08| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 615-06535 1.000 EACH| 360.81000 360.81| | BENCH MARK POST, RESET | | | 0024 616-02320 305.000 m2 | 4.57000 1393.85| | GEOTEXTILES | | | 0025 616-05688 400.000 Mg | 60.81000 24324.00| | RIPRAP, CLASS 1 | | | 0026 621-01004 2.000 EACH| 319.32000 638.64| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06560 600.000 m2 | 1.78000 1068.00| | MULCHED SEEDING, U | | | 0028 702-51110 1394.000 kg | 7.39000 10301.66| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 703-51032 71317.000 kg | 1.41000 100556.97| | REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 104.000 EACH| 13.25000 1378.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 297.800 m3 | 596.14000 177530.49| | CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-06349 220.600 m | 384.31000 84778.79| | RAILING, TX | | | 0033 706-06372 4.000 EACH| 1837.40000 7349.60| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0034 709-51821 LUMP| 10793.05000 10793.05| | SURFACE SEAL | | | 0035 715-91361 18.800 m | 56.95000 1070.66| | PIPE, PVC, 150 mm | | | 0036 724-51925 12.800 m | 438.15000 5608.32| | STRUCTURAL EXPANSION JOINT, SS | | | 0037 801-04308 4.000 EACH| 127.73000 510.92| | ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 8.000 EACH| 63.86000 510.88| | BARRICADE, IIIA | | | 0039 801-06606 4.000 EACH| 74.51000 298.04| | BARRICADE, IIIB | | | 0040 801-06625 12.000 EACH| 95.80000 1149.60| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 511 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,433.34 ROUTE : EAST 71ST STREET CALL ORDER : 511 CONTRACT ID : B -25161-A COUNTIES : MARION LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06640 6.000 EACH| 53.22000 319.32| | CONSTRUCTION SIGN, A | | | 0042 805-95568 251.000 m | 5.78000 1450.78| | CONDUIT, PVC, 100 mm | | | 0043 808-06703 30.000 m | 4.80000 144.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0044 808-75051 253.090 m | 3.83000 969.33| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0045 808-75054 253.090 m | 3.83000 969.33| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0046 808-75245 30.000 m | 4.80000 144.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0047 808-75998 14.000 EACH| 73.44000 1028.16| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 742,483.02| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 742,483.02| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/13/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : K320002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 710,706.31 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 753,402.88 106.0076% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 818,021.85 115.0998% 4 35-1212938 ATLAS EXCAVATING, INC. $ 827,638.25 116.4529% 5 35-1609544 SCHUTT-LOOKABILL CO $ 846,386.94 119.0909% 6 35-1447641 STRUCTURE CONTRACTORS $ 885,513.00 124.5961% 7 35-1058755 BAKER & SCHULTZ, INC. $ 902,504.68 126.9870% 8 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,080,682.40 152.0575% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1523985 |(3) 35-1310611 |MCCOY, R.L., INC. |WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, 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 11.000 MOS | 400.00000 4400.00| 1500.00000 16500.00| 1100.00000 12100.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 5500.00000 5500.00| 12000.00000 12000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35500.00000 35500.00| 30000.00000 30000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 100000.00000 100000.00| 120000.00000 120000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 202-51368 322.000 SYS | 15.00000 4830.00| 14.00000 4508.00| 10.00000 3220.00 SLOPEWALL, REMOVE | | | 0006 205-02224 240.000 LFT | 3.15000 756.00| 4.15000 996.00| 5.00000 1200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 206-51215 63.000 CYS | 240.00000 15120.00| 100.00000 6300.00| 300.00000 18900.00 EXCAVATION, X | | | 0008 206-51220 227.000 CYS | 150.00000 34050.00| 50.00000 11350.00| 150.00000 34050.00 EXCAVATION, WET | | | 0009 206-51230 155.000 CYS | 28.00000 4340.00| 20.00000 3100.00| 25.00000 3875.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0010 211-06467 28.000 CYS | 24.00000 672.00| 24.00000 672.00| 30.00000 840.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 303-52308 106.000 TON | 18.00000 1908.00| 20.00000 2120.00| 20.00000 2120.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1523985 |(3) 35-1310611 |MCCOY, R.L., INC. |WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 602-06729 14.000 EACH| 10.00000 140.00| 20.00000 280.00| 8.00000 112.00 BARRIER DELINEATOR | | | 0013 605-06090 19.000 LFT | 45.00000 855.00| 20.00000 380.00| 25.00000 475.00 CURB, INTEGRAL, CONCRETE | | | 0014 610-06257 447.000 SYS | 72.00000 32184.00| 44.00000 19668.00| 50.00000 22350.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0015 615-99189 1.000 EACH| 500.00000 500.00| 700.00000 700.00| 1500.00000 1500.00 PLAQUE, ALUMINUM | | | 0016 616-02320 458.000 SYS | 2.50000 1145.00| 2.50000 1145.00| 3.00000 1374.00 GEOTEXTILES | | | 0017 616-06405 395.000 TON | 18.00000 7110.00| 24.00000 9480.00| 17.00000 6715.00 RIPRAP, REVETMENT | | | 0018 701-51195 240.000 LFT | 28.00000 6720.00| 32.00000 7680.00| 40.00000 9600.00 PILE, STEEL H, HP 12 X 53 | | | 0019 701-91792 12.000 EACH| 200.00000 2400.00| 120.00000 1440.00| 100.00000 1200.00 PILE TIP, STEEL H | | | 0020 702-51005 245.700 CYS | 300.00000 73710.00| 430.00000 105651.00| 300.00000 73710.00 CONCRETE, A, SUBSTRUCTURE | | | 0021 702-51015 62.300 CYS | 300.00000 18690.00| 350.00000 21805.00| 450.00000 28035.00 CONCRETE, B, FOOTINGS | | | 0022 702-51863 40.000 EACH| 10.00000 400.00| 8.00000 320.00| 20.00000 800.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-51030 36939.000 LBS | 0.49000 18100.11| 0.56000 20685.84| 0.55000 20316.45 REINFORCING STEEL | | | 0024 703-51032 103564.000 LBS | 0.55000 56960.20| 0.62000 64209.68| 0.60000 62138.40 REINFORCING STEEL, EPOXY COATED | | | 0025 704-51002 305.800 CYS | 300.00000 91740.00| 330.00000 100914.00| 400.00000 122320.00 CONCRETE, C, SUPERSTRUCTURE | | | 0026 706-51020 62.700 CYS | 400.00000 25080.00| 350.00000 21945.00| 500.00000 31350.00 CONCRETE, C, RAILING | | | 0027 707-05973 3568.000 SFT | 28.00000 99904.00| 28.27000 100867.36| 30.00000 107040.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 36 IN. | | | 0028 709-51821 LUMP| 8000.00000 8000.00| 9500.00000 9500.00| 8500.00000 8500.00 SURFACE SEAL | | | 0029 710-51870 10.000 SFT | 45.00000 450.00| 30.00000 300.00| 40.00000 400.00 REPOINTING MASONRY IN STRUCTURES | | | 0030 715-05407 118.000 LFT | 15.00000 1770.00| 12.00000 1416.00| 10.00000 1180.00 PIPE, END BENT DRAIN, 6 IN. | | | 0031 722-51401 100.000 SFT | 20.00000 2000.00| 20.00000 2000.00| 10.00000 1000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1523985 |(3) 35-1310611 |MCCOY, R.L., INC. |WIRTZ & YATES, INC. |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 722-51842 1508.000 SYS | 24.00000 36192.00| 20.00000 30160.00| 20.00000 30160.00 BRIDGE DECK OVERLAY | | | 0033 722-51846 1.000 CYS | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 728-98377 LUMP| 4500.00000 4500.00| 8000.00000 8000.00| 5000.00000 5000.00 MASONRY COATING | | | 0035 801-04308 4.000 EACH| 170.00000 680.00| 1000.00000 4000.00| 176.00000 704.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 8.000 EACH| 105.00000 840.00| 200.00000 1600.00| 109.00000 872.00 BARRICADE, IIIA | | | 0037 801-06606 4.000 EACH| 105.00000 420.00| 250.00000 1000.00| 109.00000 436.00 BARRICADE, IIIB | | | 0038 801-06625 2.000 EACH| 75.00000 150.00| 140.00000 280.00| 77.00000 154.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 10.000 EACH| 80.00000 800.00| 170.00000 1700.00| 85.00000 850.00 CONSTRUCTION SIGN, A | | | 0040 202-02240 135.000 SYS | 14.00000 1890.00| 18.00000 2430.00| 25.00000 3375.00 PAVEMENT, REMOVE | | | 0041 203-02070 500.000 CYS | 20.00000 10000.00| 12.00000 6000.00| 12.50000 6250.00 BORROW | | | SECTION TOTALS | $ 710,706.31| $ 753,402.88| $ 818,021.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 710,706.31| $ 753,402.88| $ 818,021.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1609544 |(6) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 11.000 MOS | 650.00000 7150.00| 1450.00000 15950.00| 1000.00000 11000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 500.00000 500.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41500.00000 41500.00| 42300.00000 42300.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 180000.00000 180000.00| 161872.00000 161872.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 202-51368 322.000 SYS | 16.00000 5152.00| 8.00000 2576.00| 14.00000 4508.00 SLOPEWALL, REMOVE | | | 0006 205-02224 240.000 LFT | 2.30000 552.00| 3.56000 854.40| 3.15000 756.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 206-51215 63.000 CYS | 240.00000 15120.00| 175.00000 11025.00| 275.00000 17325.00 EXCAVATION, X | | | 0008 206-51220 227.000 CYS | 80.00000 18160.00| 200.00000 45400.00| 90.00000 20430.00 EXCAVATION, WET | | | 0009 206-51230 155.000 CYS | 35.00000 5425.00| 38.25000 5928.75| 9.00000 1395.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0010 211-06467 28.000 CYS | 85.00000 2380.00| 40.00000 1120.00| 40.00000 1120.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 303-52308 106.000 TON | 17.50000 1855.00| 23.60000 2501.60| 35.00000 3710.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 602-06729 14.000 EACH| 7.30000 102.20| 20.00000 280.00| 8.00000 112.00 BARRIER DELINEATOR | | | 0013 605-06090 19.000 LFT | 31.00000 589.00| 30.00000 570.00| 35.00000 665.00 CURB, INTEGRAL, CONCRETE | | | 0014 610-06257 447.000 SYS | 40.00000 17880.00| 52.00000 23244.00| 60.00000 26820.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0015 615-99189 1.000 EACH| 1600.00000 1600.00| 500.00000 500.00| 1000.00000 1000.00 PLAQUE, ALUMINUM | | | 0016 616-02320 458.000 SYS | 4.20000 1923.60| 1.65000 755.70| 5.00000 2290.00 GEOTEXTILES | | | 0017 616-06405 395.000 TON | 16.00000 6320.00| 20.00000 7900.00| 28.00000 11060.00 RIPRAP, REVETMENT | | | 0018 701-51195 240.000 LFT | 70.00000 16800.00| 32.00000 7680.00| 89.00000 21360.00 PILE, STEEL H, HP 12 X 53 | | | 0019 701-91792 12.000 EACH| 85.00000 1020.00| 95.50000 1146.00| 86.00000 1032.00 PILE TIP, STEEL H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1609544 |(6) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 702-51005 245.700 CYS | 300.00000 73710.00| 332.93000 81800.90| 350.00000 85995.00 CONCRETE, A, SUBSTRUCTURE | | | 0021 702-51015 62.300 CYS | 280.00000 17444.00| 273.68000 17050.26| 500.00000 31150.00 CONCRETE, B, FOOTINGS | | | 0022 702-51863 40.000 EACH| 11.50000 460.00| 6.00000 240.00| 18.00000 720.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-51030 36939.000 LBS | 0.65000 24010.35| 0.51000 18838.89| 1.00000 36939.00 REINFORCING STEEL | | | 0024 703-51032 103564.000 LBS | 0.65000 67316.60| 0.59000 61102.76| 1.00000 103564.00 REINFORCING STEEL, EPOXY COATED | | | 0025 704-51002 305.800 CYS | 315.00000 96327.00| 430.71000 131711.12| 430.00000 131494.00 CONCRETE, C, SUPERSTRUCTURE | | | 0026 706-51020 62.700 CYS | 425.00000 26647.50| 320.00000 20064.00| 300.00000 18810.00 CONCRETE, C, RAILING | | | 0027 707-05973 3568.000 SFT | 35.00000 124880.00| 31.18000 111250.24| 30.00000 107040.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 36 IN. | | | 0028 709-51821 LUMP| 10000.00000 10000.00| 8300.00000 8300.00| 10000.00000 10000.00 SURFACE SEAL | | | 0029 710-51870 10.000 SFT | 35.00000 350.00| 50.00000 500.00| 28.00000 280.00 REPOINTING MASONRY IN STRUCTURES | | | 0030 715-05407 118.000 LFT | 9.50000 1121.00| 8.00000 944.00| 6.00000 708.00 PIPE, END BENT DRAIN, 6 IN. | | | 0031 722-51401 100.000 SFT | 30.00000 3000.00| 15.00000 1500.00| 20.00000 2000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 1508.000 SYS | 21.00000 31668.00| 28.29000 42661.32| 35.00000 52780.00 BRIDGE DECK OVERLAY | | | 0033 722-51846 1.000 CYS | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 728-98377 LUMP| 5500.00000 5500.00| 4900.00000 4900.00| 7000.00000 7000.00 MASONRY COATING | | | 0035 801-04308 4.000 EACH| 290.00000 1160.00| 282.00000 1128.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 8.000 EACH| 100.00000 800.00| 90.00000 720.00| 80.00000 640.00 BARRICADE, IIIA | | | 0037 801-06606 4.000 EACH| 130.00000 520.00| 125.00000 500.00| 110.00000 440.00 BARRICADE, IIIB | | | 0038 801-06625 2.000 EACH| 110.00000 220.00| 96.00000 192.00| 85.00000 170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 10.000 EACH| 115.00000 1150.00| 96.00000 960.00| 85.00000 850.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1609544 |(6) 35-1447641 |ATLAS EXCAVATING, INC. |SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 202-02240 135.000 SYS | 15.00000 2025.00| 12.00000 1620.00| 30.00000 4050.00 PAVEMENT, REMOVE | | | 0041 203-02070 500.000 CYS | 13.00000 6500.00| 16.00000 8000.00| 25.00000 12500.00 BORROW | | | SECTION TOTALS | $ 827,638.25| $ 846,386.94| $ 885,513.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 827,638.25| $ 846,386.94| $ 885,513.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058755 |(8) 35-1618530 | |BAKER & SCHULTZ, 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 11.000 MOS | 1900.00000 20900.00| 1500.00000 16500.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 54000.00000 54000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 203000.00000 203000.00| 155000.00000 155000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 202-51368 322.000 SYS | 2.00000 644.00| 20.00000 6440.00| SLOPEWALL, REMOVE | | | 0006 205-02224 240.000 LFT | 3.45000 828.00| 5.00000 1200.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 206-51215 63.000 CYS | 750.00000 47250.00| 200.00000 12600.00| EXCAVATION, X | | | 0008 206-51220 227.000 CYS | 200.00000 45400.00| 100.00000 22700.00| EXCAVATION, WET | | | 0009 206-51230 155.000 CYS | 10.00000 1550.00| 15.00000 2325.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0010 211-06467 28.000 CYS | 20.00000 560.00| 50.00000 1400.00| AGGREGATE FOR END BENT BACKFILL | | | 0011 303-52308 106.000 TON | 17.00000 1802.00| 30.00000 3180.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 602-06729 14.000 EACH| 10.00000 140.00| 15.00000 210.00| BARRIER DELINEATOR | | | 0013 605-06090 19.000 LFT | 20.00000 380.00| 35.00000 665.00| CURB, INTEGRAL, CONCRETE | | | 0014 610-06257 447.000 SYS | 44.00000 19668.00| 40.00000 17880.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0015 615-99189 1.000 EACH| 600.00000 600.00| 450.00000 450.00| PLAQUE, ALUMINUM | | | 0016 616-02320 458.000 SYS | 2.35000 1076.30| 4.00000 1832.00| GEOTEXTILES | | | 0017 616-06405 395.000 TON | 17.00000 6715.00| 35.00000 13825.00| RIPRAP, REVETMENT | | | 0018 701-51195 240.000 LFT | 28.00000 6720.00| 65.00000 15600.00| PILE, STEEL H, HP 12 X 53 | | | 0019 701-91792 12.000 EACH| 90.00000 1080.00| 225.00000 2700.00| PILE TIP, STEEL H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 521 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058755 |(8) 35-1618530 | |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 702-51005 245.700 CYS | 340.00000 83538.00| 575.00000 141277.50| CONCRETE, A, SUBSTRUCTURE | | | 0021 702-51015 62.300 CYS | 340.00000 21182.00| 450.00000 28035.00| CONCRETE, B, FOOTINGS | | | 0022 702-51863 40.000 EACH| 12.00000 480.00| 30.00000 1200.00| FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-51030 36939.000 LBS | 0.42000 15514.38| 0.50000 18469.50| REINFORCING STEEL | | | 0024 703-51032 103564.000 LBS | 0.55000 56960.20| 0.60000 62138.40| REINFORCING STEEL, EPOXY COATED | | | 0025 704-51002 305.800 CYS | 350.00000 107030.00| 525.00000 160545.00| CONCRETE, C, SUPERSTRUCTURE | | | 0026 706-51020 62.700 CYS | 350.00000 21945.00| 500.00000 31350.00| CONCRETE, C, RAILING | | | 0027 707-05973 3568.000 SFT | 30.85000 110072.80| 50.00000 178400.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 36 IN. | | | 0028 709-51821 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| SURFACE SEAL | | | 0029 710-51870 10.000 SFT | 200.00000 2000.00| 40.00000 400.00| REPOINTING MASONRY IN STRUCTURES | | | 0030 715-05407 118.000 LFT | 8.00000 944.00| 10.00000 1180.00| PIPE, END BENT DRAIN, 6 IN. | | | 0031 722-51401 100.000 SFT | 60.00000 6000.00| 45.00000 4500.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 1508.000 SYS | 23.00000 34684.00| 45.00000 67860.00| BRIDGE DECK OVERLAY | | | 0033 722-51846 1.000 CYS | 300.00000 300.00| 300.00000 300.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 728-98377 LUMP| 7200.00000 7200.00| 5000.00000 5000.00| MASONRY COATING | | | 0035 801-04308 4.000 EACH| 176.00000 704.00| 200.00000 800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 8.000 EACH| 109.00000 872.00| 125.00000 1000.00| BARRICADE, IIIA | | | 0037 801-06606 4.000 EACH| 109.00000 436.00| 125.00000 500.00| BARRICADE, IIIB | | | 0038 801-06625 2.000 EACH| 77.00000 154.00| 85.00000 170.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 10.000 EACH| 82.50000 825.00| 100.00000 1000.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 z PAGE : 521 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 936,514.50 ROUTE : DIXON ROAD CALL ORDER : 521 CONTRACT ID : B -25296-A COUNTIES : HOWARD LETTING DATE : 10/17/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058755 |(8) 35-1618530 | |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 202-02240 135.000 SYS | 10.00000 1350.00| 30.00000 4050.00| PAVEMENT, REMOVE | | | 0041 203-02070 500.000 CYS | 16.00000 8000.00| 20.00000 10000.00| BORROW | | | SECTION TOTALS | $ 902,504.68| $ 1,080,682.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 902,504.68| $ 1,080,682.40| ====================================================================================================================================