INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 649,158.00 ROUTE : SR 39 CALL ORDER : 400 CONTRACT ID : B -25108-A COUNTIES : STARKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3975004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 644,039.78 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 677,374.60 105.1758% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 706,394.52 109.6818% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 712,033.20 110.5573% 5 35-1523985 WIRTZ & YATES, INC. $ 736,782.01 114.4000% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 787,257.08 122.2373% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 9000.00000 9000.00| 12080.86000 12080.86 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2000.00000 14000.00| 2500.00000 17500.00| 1802.25000 12615.75 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| 35155.55000 35155.55 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 10905.73000 10905.73 CLEARING RIGHT OF WAY | | | 0005 202-02240 138.600 m2 | 20.00000 2772.00| 20.00000 2772.00| 31.43000 4356.20 PAVEMENT, REMOVE | | | 0006 202-02241 290.800 m | 17.50000 5089.00| 7.50000 2181.00| 11.00000 3198.80 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 111941.25000 111941.25| 50000.00000 50000.00| 64121.29000 64121.29 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 828.000 m2 | 6.00000 4968.00| 4.50000 3726.00| 4.13000 3419.64 SURFACE MILLING, ASPHALT | | | 0009 203-02000 7.000 m3 | 60.00000 420.00| 50.00000 350.00| 77.11000 539.77 EXCAVATION, COMMON | | | 0010 203-02070 1522.000 m3 | 16.00000 24352.00| 13.00000 19786.00| 15.02000 22860.44 BORROW | | | 0011 205-06937 750.000 m | 5.10000 3825.00| 6.00000 4500.00| 5.10000 3825.00 TEMPORARY SILT FENCE | | | 0012 206-51225 84.000 m3 | 40.00000 3360.00| 30.00000 2520.00| 12.27000 1030.68 EXCAVATION, DRY | | | 0013 211-06467 40.000 m3 | 50.00000 2000.00| 70.00000 2800.00| 39.80000 1592.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 649,158.00 ROUTE : SR 39 CALL ORDER : 400 CONTRACT ID : B -25108-A COUNTIES : STARKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 301-07448 76.000 Mg | 30.00000 2280.00| 23.00000 1748.00| 46.75000 3553.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 406-05521 828.000 m2 | 0.75000 621.00| 1.10000 910.80| 0.75000 621.00 ASPHALT FOR TACK COAT | | | 0016 601-01128 4.000 EACH| 1000.00000 4000.00| 1050.00000 4200.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01740 2.000 EACH| 1600.00000 3200.00| 1750.00000 3500.00| 1565.00000 3130.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0018 601-05585 1.000 EACH| 1500.00000 1500.00| 1750.00000 1750.00| 1730.00000 1730.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0019 601-07024 2.000 EACH| 5900.00000 11800.00| 5700.00000 11400.00| 6600.00000 13200.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0020 601-94689 3.000 EACH| 2000.00000 6000.00| 2200.00000 6600.00| 2050.00000 6150.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 1.000 EACH| 1000.00000 1000.00| 1250.00000 1250.00| 825.00000 825.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 95.260 m | 36.50000 3476.99| 36.00000 3429.36| 31.00000 2953.06 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 146.400 m | 60.00000 8784.00| 100.00000 14640.00| 97.28000 14241.79 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 24.000 EACH| 4.00000 96.00| 7.20000 172.80| 5.00000 120.00 BARRIER DELINEATOR | | | 0025 610-06259 213.600 m2 | 50.00000 10680.00| 58.00000 12388.80| 90.39000 19307.30 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0026 610-07487 408.000 Mg | 60.00000 24480.00| 96.00000 39168.00| 81.13000 33101.04 HMA FOR APPROACHES, TYPE B | | | 0027 616-02320 662.000 m2 | 3.00000 1986.00| 4.20000 2780.40| 3.36000 2224.32 GEOTEXTILES | | | 0028 616-06405 440.000 Mg | 30.00000 13200.00| 23.00000 10120.00| 34.15000 15026.00 RIPRAP, REVETMENT | | | 0029 619-05926 LUMP| 3000.00000 3000.00| 5200.00000 5200.00| 4000.00000 4000.00 ENVIRONMENTAL CONTROL | | | 0030 619-51859 LUMP| 5000.00000 5000.00| 10500.00000 10500.00| 13909.19000 13909.19 PAINT STEEL BRIDGE | | | 0031 619-61000 LUMP| 22000.00000 22000.00| 26000.00000 26000.00| 16369.53000 16369.53 CLEAN STEEL BRIDGE | | | 0032 621-01004 1.000 EACH| 450.00000 450.00| 475.00000 475.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 649,158.00 ROUTE : SR 39 CALL ORDER : 400 CONTRACT ID : B -25108-A COUNTIES : STARKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02770 350.000 m2 | 3.50000 1225.00| 5.00000 1750.00| 3.50000 1225.00 EROSION CONTROL BLANKET | | | 0034 621-06559 2000.000 m2 | 0.60000 1200.00| 1.20000 2400.00| 0.60000 1200.00 MULCHED SEEDING, R | | | 0035 701-96089 34.000 m | 160.00000 5440.00| 280.00000 9520.00| 148.33000 5043.22 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0036 701-98647 46.000 m | 160.00000 7360.00| 210.00000 9660.00| 122.60000 5639.60 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0037 701-98649 26.000 m | 175.00000 4550.00| 200.00000 5200.00| 346.16000 9000.16 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0038 702-51005 29.000 m3 | 900.00000 26100.00| 500.00000 14500.00| 1233.08000 35759.32 CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51110 584.400 kg | 6.00000 3506.40| 3.10000 1811.64| 9.90000 5785.56 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0040 702-51863 125.000 EACH| 9.00000 1125.00| 11.00000 1375.00| 10.83000 1353.75 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 2970.000 kg | 1.25000 3712.50| 1.30000 3861.00| 0.91000 2702.70 REINFORCING STEEL | | | 0042 703-51032 28374.000 kg | 1.35000 38304.90| 1.35000 38304.90| 1.35000 38304.90 REINFORCING STEEL, EPOXY COATED | | | 0043 703-97936 557.000 EACH| 10.00000 5570.00| 10.00000 5570.00| 20.72000 11541.04 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0044 704-51002 166.200 m3 | 500.00000 83100.00| 490.00000 81438.00| 853.77000 141896.57 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05733 4.000 EACH| 1300.00000 5200.00| 1100.00000 4400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0046 706-51020 24.000 m3 | 500.00000 12000.00| 550.00000 13200.00| 440.00000 10560.00 CONCRETE, C, RAILING | | | 0047 709-51821 LUMP| 4000.00000 4000.00| 9000.00000 9000.00| 4500.00000 4500.00 SURFACE SEAL | | | 0048 711-51038 LUMP| 60000.00000 60000.00| 91000.00000 91000.00| 39440.00000 39440.00 STRUCTURAL STEEL | | | 0049 711-51864 84.000 EACH| 22.00000 1848.00| 25.00000 2100.00| 10.00000 840.00 DRILLED HOLE | | | 0050 711-51866 280.000 EACH| 12.00000 3360.00| 18.00000 5040.00| 10.00000 2800.00 RIVET, REMOVE | | | 0051 711-51877 LUMP| 5000.00000 5000.00| 8500.00000 8500.00| 11821.44000 11821.44 JACKING AND SUPPORTING BEAMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 649,158.00 ROUTE : SR 39 CALL ORDER : 400 CONTRACT ID : B -25108-A COUNTIES : STARKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1212938 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 711-95290 7.000 m | 75.00000 525.00| 120.00000 840.00| 71.43000 500.01 FIELD WELDING | | | 0053 711-96800 2016.000 EACH| 1.85000 3729.60| 2.00000 4032.00| 2.40000 4838.40 STUD SHEAR CONNECTOR | | | 0054 715-05169 35.000 m | 80.00000 2800.00| 120.00000 4200.00| 86.20000 3017.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05407 40.000 m | 25.00000 1000.00| 60.00000 2400.00| 20.75000 830.00 PIPE, END BENT DRAIN, 150 mm | | | 0056 715-46005 2.000 EACH| 400.00000 800.00| 210.00000 420.00| 640.86000 1281.72 PIPE END SECTION, 375 mm | | | 0057 715-91361 4.000 m | 50.00000 200.00| 140.00000 560.00| 112.01000 448.04 PIPE, PVC, 150 mm | | | 0058 715-97122 73.000 m | 6.00000 438.00| 17.00000 1241.00| 17.89000 1305.97 PIPE, PVC, 50 mm | | | 0059 801-01851 LUMP| 15000.00000 15000.00| 19500.00000 19500.00| 16600.00000 16600.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0060 801-06207 780.000 m | 2.60000 2028.00| 3.00000 2340.00| 2.62000 2043.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06640 20.000 EACH| 74.00000 1480.00| 115.00000 2300.00| 105.00000 2100.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 4.000 EACH| 16.00000 64.00| 30.00000 120.00| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP| 5000.00000 5000.00| 16000.00000 16000.00| 4603.48000 4603.48 MAINTAINING TRAFFIC | | | 0064 808-06713 453.000 m | 1.15000 520.95| 0.75000 339.75| 0.65000 294.45 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 453.000 m | 1.15000 520.95| 0.75000 339.75| 0.65000 294.45 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-06716 463.000 m | 1.48000 685.24| 1.80000 833.40| 1.64000 759.32 LINE, REMOVE | | | 0067 808-75996 13.000 EACH| 10.00000 130.00| 15.00000 195.00| 24.76000 321.88 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 13.000 EACH| 95.00000 1235.00| 55.00000 715.00| 50.00000 650.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 644,039.78| $ 677,374.60| $ 706,394.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 644,039.78| $ 677,374.60| $ 706,394.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 649,158.00 ROUTE : SR 39 CALL ORDER : 400 CONTRACT ID : B -25108-A COUNTIES : STARKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1523985 |(6) 35-1386990 |KANKAKEE VALLEY CONSTRUCTION|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 21265.56000 21265.56| 12500.00000 12500.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2479.23000 17354.61| 2500.00000 17500.00| 2500.00000 17500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3718.97000 3718.97| 7000.00000 7000.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 138.600 m2 | 8.26000 1144.84| 28.74000 3983.36| 25.00000 3465.00 PAVEMENT, REMOVE | | | 0006 202-02241 290.800 m | 11.00000 3198.80| 12.65000 3678.62| 18.00000 5234.40 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 60000.00000 60000.00| 80000.00000 80000.00| 58000.00000 58000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 828.000 m2 | 1.91000 1581.48| 7.50000 6210.00| 5.00000 4140.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 7.000 m3 | 27.09000 189.63| 51.43000 360.01| 25.00000 175.00 EXCAVATION, COMMON | | | 0010 203-02070 1522.000 m3 | 23.62000 35949.64| 13.07000 19892.54| 15.00000 22830.00 BORROW | | | 0011 205-06937 750.000 m | 5.10000 3825.00| 6.00000 4500.00| 12.00000 9000.00 TEMPORARY SILT FENCE | | | 0012 206-51225 84.000 m3 | 37.99000 3191.16| 40.00000 3360.00| 15.00000 1260.00 EXCAVATION, DRY | | | 0013 211-06467 40.000 m3 | 60.38000 2415.20| 26.00000 1040.00| 35.00000 1400.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 76.000 Mg | 20.27000 1540.52| 20.00000 1520.00| 20.00000 1520.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 406-05521 828.000 m2 | 0.15000 124.20| 1.25000 1035.00| 1.00000 828.00 ASPHALT FOR TACK COAT | | | 0016 601-01128 4.000 EACH| 1100.00000 4400.00| 1232.00000 4928.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01740 2.000 EACH| 1565.00000 3130.00| 1752.80000 3505.60| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0018 601-05585 1.000 EACH| 1730.00000 1730.00| 1937.60000 1937.60| 2200.00000 2200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0019 601-07024 2.000 EACH| 6600.00000 13200.00| 7260.00000 14520.00| 7200.00000 14400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 649,158.00 ROUTE : SR 39 CALL ORDER : 400 CONTRACT ID : B -25108-A COUNTIES : STARKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1523985 |(6) 35-1386990 |KANKAKEE VALLEY CONSTRUCTION|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-94689 3.000 EACH| 2050.00000 6150.00| 2250.00000 6750.00| 2600.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 1.000 EACH| 825.00000 825.00| 1000.00000 1000.00| 1250.00000 1250.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 95.260 m | 31.00000 2953.06| 37.00000 3524.62| 38.50000 3667.51 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 146.400 m | 58.96000 8631.74| 80.00000 11712.00| 75.00000 10980.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 24.000 EACH| 5.00000 120.00| 20.00000 480.00| 12.00000 288.00 BARRIER DELINEATOR | | | 0025 610-06259 213.600 m2 | 56.30000 12025.68| 60.00000 12816.00| 60.00000 12816.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0026 610-07487 408.000 Mg | 74.00000 30192.00| 108.00000 44064.00| 100.00000 40800.00 HMA FOR APPROACHES, TYPE B | | | 0027 616-02320 662.000 m2 | 1.96000 1297.52| 2.50000 1655.00| 6.00000 3972.00 GEOTEXTILES | | | 0028 616-06405 440.000 Mg | 39.42000 17344.80| 26.45000 11638.00| 23.00000 10120.00 RIPRAP, REVETMENT | | | 0029 619-05926 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 15000.00000 15000.00 ENVIRONMENTAL CONTROL | | | 0030 619-51859 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 26000.00000 26000.00 PAINT STEEL BRIDGE | | | 0031 619-61000 LUMP| 23000.00000 23000.00| 30000.00000 30000.00| 31000.00000 31000.00 CLEAN STEEL BRIDGE | | | 0032 621-01004 1.000 EACH| 450.00000 450.00| 550.00000 550.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02770 350.000 m2 | 3.50000 1225.00| 5.00000 1750.00| 6.00000 2100.00 EROSION CONTROL BLANKET | | | 0034 621-06559 2000.000 m2 | 0.60000 1200.00| 0.72000 1440.00| 1.93000 3860.00 MULCHED SEEDING, R | | | 0035 701-96089 34.000 m | 185.00000 6290.00| 86.00000 2924.00| 255.00000 8670.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0036 701-98647 46.000 m | 200.00000 9200.00| 85.00000 3910.00| 255.00000 11730.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0037 701-98649 26.000 m | 340.00000 8840.00| 228.00000 5928.00| 277.00000 7202.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 649,158.00 ROUTE : SR 39 CALL ORDER : 400 CONTRACT ID : B -25108-A COUNTIES : STARKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1523985 |(6) 35-1386990 |KANKAKEE VALLEY CONSTRUCTION|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 702-51005 29.000 m3 | 570.64000 16548.56| 655.17000 18999.93| 655.00000 18995.00 CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51110 584.400 kg | 4.38000 2559.67| 6.61000 3862.88| 8.90000 5201.16 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0040 702-51863 125.000 EACH| 7.00000 875.00| 7.00000 875.00| 15.00000 1875.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 2970.000 kg | 1.35000 4009.50| 1.20000 3564.00| 1.10000 3267.00 REINFORCING STEEL | | | 0042 703-51032 28374.000 kg | 1.56000 44263.44| 1.30000 36886.20| 1.29000 36602.46 REINFORCING STEEL, EPOXY COATED | | | 0043 703-97936 557.000 EACH| 14.33000 7981.81| 12.00000 6684.00| 15.00000 8355.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0044 704-51002 166.200 m3 | 625.32000 103928.18| 587.55000 97650.81| 502.00000 83432.40 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05733 4.000 EACH| 1645.68000 6582.72| 1600.00000 6400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0046 706-51020 24.000 m3 | 458.35000 11000.40| 700.00000 16800.00| 475.00000 11400.00 CONCRETE, C, RAILING | | | 0047 709-51821 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| 7200.00000 7200.00 SURFACE SEAL | | | 0048 711-51038 LUMP| 81250.00000 81250.00| 65000.00000 65000.00| 65000.00000 65000.00 STRUCTURAL STEEL | | | 0049 711-51864 84.000 EACH| 22.00000 1848.00| 30.00000 2520.00| 33.00000 2772.00 DRILLED HOLE | | | 0050 711-51866 280.000 EACH| 16.00000 4480.00| 22.00000 6160.00| 22.00000 6160.00 RIVET, REMOVE | | | 0051 711-51877 LUMP| 18899.74000 18899.74| 25000.00000 25000.00| 45000.00000 45000.00 JACKING AND SUPPORTING BEAMS | | | 0052 711-95290 7.000 m | 495.07000 3465.49| 164.29000 1150.03| 95.00000 665.00 FIELD WELDING | | | 0053 711-96800 2016.000 EACH| 2.76000 5564.16| 2.80000 5644.80| 7.00000 14112.00 STUD SHEAR CONNECTOR | | | 0054 715-05169 35.000 m | 81.81000 2863.35| 65.71000 2299.85| 49.00000 1715.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05407 40.000 m | 42.60000 1704.00| 33.00000 1320.00| 34.00000 1360.00 PIPE, END BENT DRAIN, 150 mm | | | 0056 715-46005 2.000 EACH| 176.03000 352.06| 150.00000 300.00| 300.00000 600.00 PIPE END SECTION, 375 mm | | | 0057 715-91361 4.000 m | 171.73000 686.92| 40.00000 160.00| 31.00000 124.00 PIPE, PVC, 150 mm | | | 0058 715-97122 73.000 m | 8.89000 648.97| 32.88000 2400.24| 18.00000 1314.00 PIPE, PVC, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 649,158.00 ROUTE : SR 39 CALL ORDER : 400 CONTRACT ID : B -25108-A COUNTIES : STARKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1523985 |(6) 35-1386990 |KANKAKEE VALLEY CONSTRUCTION|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-01851 LUMP| 16600.00000 16600.00| 20500.00000 20500.00| 28000.00000 28000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0060 801-06207 780.000 m | 2.62000 2043.60| 3.20000 2496.00| 7.50000 5850.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06640 20.000 EACH| 105.00000 2100.00| 200.00000 4000.00| 200.00000 4000.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 4.000 EACH| 20.00000 80.00| 60.00000 240.00| 65.00000 260.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP| 2300.00000 2300.00| 8000.00000 8000.00| 15500.00000 15500.00 MAINTAINING TRAFFIC | | | 0064 808-06713 453.000 m | 0.65000 294.45| 1.30000 588.90| 1.75000 792.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 453.000 m | 0.65000 294.45| 1.30000 588.90| 1.75000 792.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-06716 463.000 m | 1.64000 759.32| 2.24000 1037.12| 2.55000 1180.65 LINE, REMOVE | | | 0067 808-75996 13.000 EACH| 15.00000 195.00| 25.00000 325.00| 45.00000 585.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 13.000 EACH| 50.00000 650.00| 132.00000 1716.00| 176.00000 2288.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 712,033.20| $ 736,782.01| $ 787,257.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 712,033.20| $ 736,782.01| $ 787,257.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/13/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2122017 2121007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,052,781.22 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,101,177.75 104.5970% 3 35-1035122 GARIUP CONSTRUCTION $ 1,236,600.00 117.4603% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,362,735.31 129.4414% 5 35-1523985 WIRTZ & YATES, INC. $ 1,377,022.74 130.7985% 6 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 1,406,952.60 133.6414% 7 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,460,977.57 138.7731% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035122 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5500.00000 5500.00| 7500.00000 7500.00| 20400.00000 20400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1850.00000 22200.00| 2000.00000 24000.00| 1428.00000 17136.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 78980.16000 78980.16 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 11220.00000 11220.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 455.000 SYS | 13.00000 5915.00| 15.00000 6825.00| 16.32000 7425.60 PAVEMENT, REMOVE | | | 0006 202-02241 655.000 LFT | 3.50000 2292.50| 5.50000 3602.50| 4.08000 2672.40 GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 150.00000 150.00| 400.00000 400.00| 1020.00000 1020.00 HEADWALL, REMOVE | | | 0008 202-02272 50.000 LFT | 6.32000 316.00| 8.00000 400.00| 12.55000 627.50 PAVED SIDE DITCH, REMOVE | | | 0009 202-02277 125.000 LFT | 6.32000 790.00| 6.00000 750.00| 11.22000 1402.50 GUTTER, LIP, REMOVE | | | 0010 202-02278 145.000 LFT | 5.42000 785.90| 7.00000 1015.00| 3.88000 562.60 CURB, CONCRETE, REMOVE | | | 0011 202-51328 LUMP| 40700.00000 40700.00| 59569.25000 59569.25| 59476.20000 59476.20 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035122 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 9900.00000 9900.00| 20000.00000 20000.00| 2950.50000 2950.50 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 2 | | | 0013 202-51822 915.000 SYS | 4.35000 3980.25| 3.00000 2745.00| 5.10000 4666.50 BRIDGE DECK OVERLAY, REMOVE | | | 0014 202-52710 395.000 SYS | 6.30000 2488.50| 3.00000 1185.00| 12.24000 4834.80 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-60820 3920.000 SYS | 3.20000 12544.00| 1.45000 5684.00| 3.37000 13210.40 SURFACE MILLING, ASPHALT | | | 0016 202-60822 420.000 SYS | 3.20000 1344.00| 4.35000 1827.00| 6.12000 2570.40 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0017 202-62420 935.000 LFT | 3.50000 3272.50| 3.00000 2805.00| 8.16000 7629.60 BRIDGE RAILING, REMOVE | | | 0018 202-91385 5.000 EACH| 626.00000 3130.00| 400.00000 2000.00| 459.00000 2295.00 INLET, REMOVE | | | 0019 202-96133 78.000 LFT | 12.00000 936.00| 16.00000 1248.00| 17.34000 1352.52 PIPE, REMOVE | | | 0020 202-98488 1.000 EACH| 160.00000 160.00| 115.00000 115.00| 153.00000 153.00 PIPE END SECTION, REMOVE | | | 0021 203-02000 1075.000 CYS | 14.50000 15587.50| 16.00000 17200.00| 9.18000 9868.50 EXCAVATION, COMMON | | | 0022 205-06937 3100.000 LFT | 1.70000 5270.00| 1.70000 5270.00| 1.63000 5053.00 TEMPORARY SILT FENCE | | | 0023 211-07454 27.000 CYS | 35.00000 945.00| 20.00000 540.00| 17.34000 468.18 STRUCTURE BACKFILL | | | 0024 213-52830 5.000 CYS | 187.00000 935.00| 90.00000 450.00| 248.90000 1244.50 FLOWABLE MORTAR | | | 0025 301-07448 800.000 TON | 20.20000 16160.00| 26.00000 20800.00| 16.32000 13056.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 402-07433 605.000 TON | 45.00000 27225.00| 49.00000 29645.00| 45.90000 27769.50 HMA TYPE B, SURFACE | | | 0027 402-07438 420.000 TON | 40.00000 16800.00| 36.00000 15120.00| 40.80000 17136.00 HMA TYPE B, INTERMEDIATE | | | 0028 402-07441 1335.000 TON | 36.50000 48727.50| 33.00000 44055.00| 37.23000 49702.05 HMA TYPE B, BASE | | | 0029 406-05520 3.400 TON | 350.00000 1190.00| 700.00000 2380.00| 357.00000 1213.80 ASPHALT FOR TACK COAT | | | 0030 502-06329 48.100 SYS | 54.00000 2597.40| 50.00000 2405.00| 178.28000 8575.27 PCCP, 12 IN. | | | 0031 503-05310 174.250 LFT | 98.75000 17207.19| 85.00000 14811.25| 68.29000 11899.53 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035122 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-01128 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| 1020.00000 2040.00 GUARDRAIL TRANSITION TYPE WGB | | | 0033 601-01522 6.000 EACH| 1200.00000 7200.00| 1200.00000 7200.00| 1203.60000 7221.60 GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-01846 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1754.40000 3508.80 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-02206 725.000 LFT | 7.50000 5437.50| 7.50000 5437.50| 9.08000 6583.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0036 601-07023 8.000 EACH| 4500.00000 36000.00| 4500.00000 36000.00| 4029.00000 32232.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0037 601-94689 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| 2040.00000 12240.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-97080 1.000 EACH| 2700.00000 2700.00| 2700.00000 2700.00| 1606.50000 1606.50 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0039 601-97774 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1071.00000 1071.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0040 601-99105 762.500 LFT | 9.50000 7243.75| 9.50000 7243.75| 11.22000 8555.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 602-06639 3230.000 LFT | 15.55000 50226.50| 19.00000 61370.00| 30.11000 97255.30 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06729 26.000 EACH| 4.00000 104.00| 6.00000 156.00| 4.06000 105.56 BARRIER DELINEATOR | | | 0043 604-06069 3.000 SYS | 197.00000 591.00| 100.00000 300.00| 337.44000 1012.32 CURB RAMP, CONCRETE | | | 0044 604-90256 220.000 SYS | 30.40000 6688.00| 35.00000 7700.00| 59.20000 13024.00 SIDEWALK, CONCRETE, 6 IN. | | | 0045 604-90256 51.500 SYS | 28.30000 1457.45| 34.00000 1751.00| 59.20000 3048.80 SIDEWALK, CONCRETE, 6 IN. (ON BRIDGE | | | APPROACHES) | | | 0046 604-91531 165.000 SYS | 25.50000 4207.50| 30.00000 4950.00| 36.65000 6047.25 SIDEWALK, CONCRETE, 4 IN. | | | 0047 605-05523 550.000 LFT | 10.00000 5500.00| 8.00000 4400.00| 10.20000 5610.00 CURB, HMA | | | 0048 605-06090 10.000 LFT | 20.60000 206.00| 35.00000 350.00| 25.98000 259.80 CURB, INTEGRAL, CONCRETE | | | 0049 605-06105 95.000 LFT | 20.60000 1957.00| 26.00000 2470.00| 18.07000 1716.65 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0050 605-06140 125.000 LFT | 19.50000 2437.50| 23.00000 2875.00| 20.23000 2528.75 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035122 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 605-06155 125.000 LFT | 19.50000 2437.50| 23.00000 2875.00| 21.55000 2693.75 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0052 605-94811 1.000 EACH| 410.00000 410.00| 600.00000 600.00| 1046.50000 1046.50 CURB TURNOUT | | | 0053 610-06259 555.200 SYS | 46.00000 25539.20| 45.00000 24984.00| 112.87000 62665.42 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0054 611-05330 63.000 SYS | 41.65000 2623.95| 45.00000 2835.00| 47.66000 3002.58 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0055 611-06497 3.000 EACH| 130.00000 390.00| 150.00000 450.00| 132.60000 397.80 MAILBOX ASSEMBLY, SINGLE | | | 0056 616-02320 1200.000 SYS | 2.50000 3000.00| 3.00000 3600.00| 2.96000 3552.00 GEOTEXTILES | | | 0057 616-05689 635.000 TON | 30.00000 19050.00| 50.00000 31750.00| 32.64000 20726.40 RIPRAP, CLASS 2 | | | 0058 616-06405 245.000 TON | 30.00000 7350.00| 40.00000 9800.00| 32.64000 7996.80 RIPRAP, REVETMENT | | | 0059 619-05926 LUMP| 1000.00000 1000.00| 1100.00000 1100.00| 1122.00000 1122.00 ENVIRONMENTAL CONTROL , STRUCTURE NO. 2 | | | 0060 619-95315 LUMP| 6000.00000 6000.00| 6600.00000 6600.00| 6732.00000 6732.00 CLEAN AND PAINT BEARING ASSEMBLIES , | | | STRUCTURE NO. 2 | | | 0061 621-06574 675.000 SYS | 7.70000 5197.50| 7.70000 5197.50| 4.08000 2754.00 SODDING | | | 0062 702-51110 960.000 LBS | 2.65000 2544.00| 3.00000 2880.00| 2.04000 1958.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-51863 1554.000 EACH| 6.50000 10101.00| 8.00000 12432.00| 8.27000 12851.58 FIELD DRILLED HOLE IN CONCRETE | | | 0064 702-51863 53.000 EACH| 6.50000 344.50| 8.00000 424.00| 8.27000 438.31 FIELD DRILLED HOLE IN CONCRETE FOR CURB | | | AND INLETS AND TURNOUT | | | 0065 703-01540 245.000 EACH| 12.60000 3087.00| 9.00000 2205.00| 13.71000 3358.95 THREADED TIE BAR ASSEMBLY | | | 0066 703-06028 94.000 LBS | 0.64000 60.16| 1.50000 141.00| 0.36000 33.84 REINFORCING BARS FOR CURB AND INLETS | | | AND TURNOUT | | | 0067 703-51030 12732.000 LBS | 0.64000 8148.48| 0.65000 8275.80| 0.64000 8148.48 REINFORCING STEEL | | | 0068 703-51032 70237.000 LBS | 0.75000 52677.75| 0.70000 49165.90| 0.68000 47761.16 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035122 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 704-51002 152.600 CYS | 650.00000 99190.00| 500.00000 76300.00| 423.60000 64641.36 CONCRETE, C, SUPERSTRUCTURE | | | 0070 706-03278 1.000 EACH| 1300.00000 1300.00| 1800.00000 1800.00| 621.00000 621.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0071 706-05732 3.000 EACH| 1150.00000 3450.00| 1400.00000 4200.00| 1255.73000 3767.19 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-05733 1.000 EACH| 1300.00000 1300.00| 1600.00000 1600.00| 1475.82000 1475.82 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0073 706-05734 3.000 EACH| 1150.00000 3450.00| 1600.00000 4800.00| 1990.77000 5972.31 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0074 706-51020 96.100 CYS | 368.00000 35364.80| 400.00000 38440.00| 698.97000 67171.02 CONCRETE, C, RAILING | | | 0075 708-51813 300.000 SFT | 42.70000 12810.00| 115.00000 34500.00| 86.70000 26010.00 PNEUMATICALLY PLACED MORTAR | | | 0076 708-51814 150.000 SFT | 3.00000 450.00| 5.10000 765.00| 5.10000 765.00 WELDED STEEL WIRE FABRIC | | | 0077 709-51821 LUMP| 3310.00000 3310.00| 5000.00000 5000.00| 6120.00000 6120.00 SURFACE SEAL , STRUCTURE NO. 1 | | | 0078 709-51821 LUMP| 2750.00000 2750.00| 4000.00000 4000.00| 4386.00000 4386.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0079 715-03475 1.000 EACH| 286.00000 286.00| 500.00000 500.00| 1530.00000 1530.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0080 715-05147 5.000 LFT | 36.50000 182.50| 55.00000 275.00| 66.30000 331.50 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0081 715-05149 73.000 LFT | 36.50000 2664.50| 23.00000 1679.00| 56.10000 4095.30 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0082 715-46000 2.000 EACH| 180.00000 360.00| 400.00000 800.00| 255.00000 510.00 PIPE END SECTION, 12 IN. | | | 0083 720-01282 1.000 EACH| 1520.00000 1520.00| 1300.00000 1300.00| 1224.00000 1224.00 INLET, J, MODIFIED , NEENAH CASTING | | | R-3455-C | | | 0084 720-45045 2.000 EACH| 1470.00000 2940.00| 1300.00000 2600.00| 994.50000 1989.00 INLET, J10 | | | 0085 720-98013 1.000 EACH| 1520.00000 1520.00| 1400.00000 1400.00| 1224.00000 1224.00 INLET, M , NEENAH CASTING R-3455-C | | | 0086 722-51401 105.000 SFT | 38.00000 3990.00| 50.00000 5250.00| 48.28000 5069.40 BRIDGE DECK PATCHING, FULL DEPTH | | | 0087 722-51842 1976.700 SYS | 44.00000 86974.80| 32.00000 63254.40| 41.76000 82546.99 BRIDGE DECK OVERLAY | | | 0088 722-51846 12.000 CYS | 330.00000 3960.00| 330.00000 3960.00| 330.00000 3960.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035122 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 722-51852 950.000 SFT | 11.70000 11115.00| 20.00000 19000.00| 9.15000 8692.50 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0090 722-60824 2110.000 SYS | 4.00000 8440.00| 3.25000 6857.50| 8.16000 17217.60 SURFACE MILLING | | | 0091 724-03276 231.200 LFT | 68.40000 15814.08| 85.00000 19652.00| 29.25000 6762.60 EXPANSION JOINT SEALING SYSTEM | | | 0092 728-98377 LUMP| 3760.00000 3760.00| 3000.00000 3000.00| 3213.00000 3213.00 MASONRY COATING , STRUCTURE NO. 2 | | | 0093 728-98377 LUMP| 2860.00000 2860.00| 4400.00000 4400.00| 4488.00000 4488.00 MASONRY COATING , STRUCTURE NO. 1 | | | 0094 801-01851 LUMP| 15800.00000 15800.00| 15000.00000 15000.00| 18615.00000 18615.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STRUCTURE NO. 1 | | | 0095 801-03290 4.000 EACH| 129.00000 516.00| 129.00000 516.00| 131.58000 526.32 CONSTRUCTION SIGN, C | | | 0096 801-06207 31115.000 LFT | 0.78000 24269.70| 0.78000 24269.70| 0.80000 24892.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0097 801-06218 135.000 LFT | 4.70000 634.50| 4.68000 631.80| 4.77000 643.95 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0099 801-06640 20.000 EACH| 79.00000 1580.00| 79.00000 1580.00| 80.58000 1611.60 CONSTRUCTION SIGN, A | | | 0100 801-06645 6.000 EACH| 17.00000 102.00| 17.00000 102.00| 17.34000 104.04 CONSTRUCTION SIGN, B | | | 0101 801-06710 480.000 DAY | 10.00000 4800.00| 10.00000 4800.00| 10.20000 4896.00 FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 5441.70000 5441.70 MAINTAINING TRAFFIC | | | 0103 801-09133 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 3570.00000 7140.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 801-97643 150.000 LFT | 10.35000 1552.50| 10.35000 1552.50| 10.56000 1584.00 TEMPORARY BUZZ STRIPS | | | 0105 808-06703 3000.000 LFT | 0.46000 1380.00| 0.46000 1380.00| 0.47000 1410.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0106 808-06713 1485.000 LFT | 0.35000 519.75| 0.35000 519.75| 0.36000 534.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0107 808-06714 1485.000 LFT | 0.35000 519.75| 0.35000 519.75| 0.36000 534.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0108 808-06716 7400.000 LFT | 0.40000 2960.00| 0.40000 2960.00| 0.41000 3034.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035122 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 808-75051 1135.000 LFT | 0.97000 1100.95| 0.97000 1100.95| 0.99000 1123.65 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0110 808-75054 1135.000 LFT | 0.97000 1100.95| 0.97000 1100.95| 0.99000 1123.65 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0111 808-75245 3100.000 LFT | 0.46000 1426.00| 0.46000 1426.00| 0.47000 1457.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75300 80.000 LFT | 0.69000 55.20| 0.69000 55.20| 0.70000 56.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0113 808-75996 24.000 EACH| 6.09000 146.16| 7.03000 168.72| 10.20000 244.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0114 808-75998 24.000 EACH| 85.00000 2040.00| 85.00000 2040.00| 86.70000 2080.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0115 801-07119 216.000 LFT | 8.10000 1749.60| 8.13000 1756.08| 8.29000 1790.64 BARRICADE, III-B | | | 0116 601-07050 2.000 EACH| 2200.00000 4400.00| 2200.00000 4400.00| 1428.00000 2856.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0117 210-07095 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 51637.50000 51637.50 TEMPORARY PEDESTRIAN PATH | | | SECTION TOTALS | $ 1,052,781.22| $ 1,101,177.75| $ 1,236,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,052,781.22| $ 1,101,177.75| $ 1,236,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 |(6) 35-1212938 |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 60000.00000 60000.00| 22000.00000 22000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1400.00000 16800.00| 2200.00000 26400.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 125000.00000 125000.00| 100000.00000 100000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45000.00000 45000.00| 10000.00000 10000.00| 14000.00000 14000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 455.000 SYS | 12.50000 5687.50| 20.00000 9100.00| 19.00000 8645.00 PAVEMENT, REMOVE | | | 0006 202-02241 655.000 LFT | 5.50000 3602.50| 7.00000 4585.00| 3.00000 1965.00 GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 125.00000 125.00| 300.00000 300.00| 160.00000 160.00 HEADWALL, REMOVE | | | 0008 202-02272 50.000 LFT | 4.65000 232.50| 12.00000 600.00| 14.00000 700.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-02277 125.000 LFT | 5.00000 625.00| 15.00000 1875.00| 9.00000 1125.00 GUTTER, LIP, REMOVE | | | 0010 202-02278 145.000 LFT | 5.00000 725.00| 10.00000 1450.00| 7.50000 1087.50 CURB, CONCRETE, REMOVE | | | 0011 202-51328 LUMP| 125000.00000 125000.00| 60000.00000 60000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | 0012 202-51328 LUMP| 27000.00000 27000.00| 30000.00000 30000.00| 28000.00000 28000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 2 | | | 0013 202-51822 915.000 SYS | 3.95000 3614.25| 4.00000 3660.00| 5.25000 4803.75 BRIDGE DECK OVERLAY, REMOVE | | | 0014 202-52710 395.000 SYS | 8.00000 3160.00| 15.00000 5925.00| 12.00000 4740.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-60820 3920.000 SYS | 1.10000 4312.00| 4.00000 15680.00| 1.00000 3920.00 SURFACE MILLING, ASPHALT | | | 0016 202-60822 420.000 SYS | 2.65000 1113.00| 3.00000 1260.00| 3.30000 1386.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0017 202-62420 935.000 LFT | 4.70000 4394.50| 4.00000 3740.00| 4.50000 4207.50 BRIDGE RAILING, REMOVE | | | 0018 202-91385 5.000 EACH| 250.00000 1250.00| 400.00000 2000.00| 215.00000 1075.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 |(6) 35-1212938 |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-96133 78.000 LFT | 2.00000 156.00| 10.00000 780.00| 27.00000 2106.00 PIPE, REMOVE | | | 0020 202-98488 1.000 EACH| 75.00000 75.00| 100.00000 100.00| 160.00000 160.00 PIPE END SECTION, REMOVE | | | 0021 203-02000 1075.000 CYS | 20.25000 21768.75| 8.00000 8600.00| 17.50000 18812.50 EXCAVATION, COMMON | | | 0022 205-06937 3100.000 LFT | 1.70000 5270.00| 2.10000 6510.00| 1.60000 4960.00 TEMPORARY SILT FENCE | | | 0023 211-07454 27.000 CYS | 17.35000 468.45| 26.00000 702.00| 23.00000 621.00 STRUCTURE BACKFILL | | | 0024 213-52830 5.000 CYS | 100.00000 500.00| 140.00000 700.00| 175.00000 875.00 FLOWABLE MORTAR | | | 0025 301-07448 800.000 TON | 17.00000 13600.00| 17.00000 13600.00| 16.50000 13200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 402-07433 605.000 TON | 45.00000 27225.00| 55.00000 33275.00| 55.00000 33275.00 HMA TYPE B, SURFACE | | | 0027 402-07438 420.000 TON | 40.00000 16800.00| 50.00000 21000.00| 55.00000 23100.00 HMA TYPE B, INTERMEDIATE | | | 0028 402-07441 1335.000 TON | 36.50000 48727.50| 61.50000 82102.50| 46.00000 61410.00 HMA TYPE B, BASE | | | 0029 406-05520 3.400 TON | 350.00000 1190.00| 400.00000 1360.00| 630.00000 2142.00 ASPHALT FOR TACK COAT | | | 0030 502-06329 48.100 SYS | 54.00000 2597.40| 60.00000 2886.00| 65.00000 3126.50 PCCP, 12 IN. | | | 0031 503-05310 174.250 LFT | 102.00000 17773.50| 90.00000 15682.50| 120.00000 20910.00 TERMINAL JOINT | | | 0032 601-01128 2.000 EACH| 1100.00000 2200.00| 1232.00000 2464.00| 1300.00000 2600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0033 601-01522 6.000 EACH| 1200.00000 7200.00| 1400.00000 8400.00| 1400.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-01846 2.000 EACH| 1600.00000 3200.00| 1792.00000 3584.00| 1800.00000 3600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-02206 725.000 LFT | 7.50000 5437.50| 8.63000 6256.75| 9.00000 6525.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0036 601-07023 8.000 EACH| 5200.00000 41600.00| 4950.00000 39600.00| 4800.00000 38400.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0037 601-94689 6.000 EACH| 2000.00000 12000.00| 2200.00000 13200.00| 2200.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-97080 1.000 EACH| 2700.00000 2700.00| 2970.00000 2970.00| 2900.00000 2900.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 |(6) 35-1212938 |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-97774 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0040 601-99105 762.500 LFT | 9.50000 7243.75| 11.00000 8387.50| 10.50000 8006.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 602-06639 3230.000 LFT | 18.50000 59755.00| 26.00000 83980.00| 34.00000 109820.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06729 26.000 EACH| 3.98000 103.48| 25.00000 650.00| 7.20000 187.20 BARRIER DELINEATOR | | | 0043 604-06069 3.000 SYS | 69.50000 208.50| 500.00000 1500.00| 55.00000 165.00 CURB RAMP, CONCRETE | | | 0044 604-90256 220.000 SYS | 31.75000 6985.00| 30.00000 6600.00| 40.00000 8800.00 SIDEWALK, CONCRETE, 6 IN. | | | 0045 604-90256 51.500 SYS | 38.90000 2003.35| 40.00000 2060.00| 52.00000 2678.00 SIDEWALK, CONCRETE, 6 IN. (ON BRIDGE | | | APPROACHES) | | | 0046 604-91531 165.000 SYS | 29.60000 4884.00| 30.00000 4950.00| 34.00000 5610.00 SIDEWALK, CONCRETE, 4 IN. | | | 0047 605-05523 550.000 LFT | 10.00000 5500.00| 12.25000 6737.50| 5.20000 2860.00 CURB, HMA | | | 0048 605-06090 10.000 LFT | 18.25000 182.50| 20.00000 200.00| 30.00000 300.00 CURB, INTEGRAL, CONCRETE | | | 0049 605-06105 95.000 LFT | 18.25000 1733.75| 18.00000 1710.00| 20.00000 1900.00 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0050 605-06140 125.000 LFT | 19.10000 2387.50| 20.00000 2500.00| 17.00000 2125.00 CURB AND GUTTER, CONCRETE | | | 0051 605-06155 125.000 LFT | 21.10000 2637.50| 20.00000 2500.00| 18.00000 2250.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0052 605-94811 1.000 EACH| 205.00000 205.00| 1500.00000 1500.00| 800.00000 800.00 CURB TURNOUT | | | 0053 610-06259 555.200 SYS | 58.00000 32201.60| 50.00000 27760.00| 62.00000 34422.40 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0054 611-05330 63.000 SYS | 38.55000 2428.65| 40.00000 2520.00| 38.00000 2394.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0055 611-06497 3.000 EACH| 150.00000 450.00| 200.00000 600.00| 140.00000 420.00 MAILBOX ASSEMBLY, SINGLE | | | 0056 616-02320 1200.000 SYS | 2.25000 2700.00| 4.00000 4800.00| 3.50000 4200.00 GEOTEXTILES | | | 0057 616-05689 635.000 TON | 41.00000 26035.00| 26.00000 16510.00| 33.00000 20955.00 RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 |(6) 35-1212938 |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 616-06405 245.000 TON | 35.00000 8575.00| 21.00000 5145.00| 26.00000 6370.00 RIPRAP, REVETMENT | | | 0059 619-05926 LUMP| 1100.00000 1100.00| 1400.00000 1400.00| 1200.00000 1200.00 ENVIRONMENTAL CONTROL , STRUCTURE NO. 2 | | | 0060 619-95315 LUMP| 6600.00000 6600.00| 9000.00000 9000.00| 14000.00000 14000.00 CLEAN AND PAINT BEARING ASSEMBLIES , | | | STRUCTURE NO. 2 | | | 0061 621-06574 675.000 SYS | 7.70000 5197.50| 9.00000 6075.00| 9.00000 6075.00 SODDING | | | 0062 702-51110 960.000 LBS | 4.40000 4224.00| 4.00000 3840.00| 3.10000 2976.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-51863 1554.000 EACH| 5.25000 8158.50| 6.00000 9324.00| 8.00000 12432.00 FIELD DRILLED HOLE IN CONCRETE | | | 0064 702-51863 53.000 EACH| 5.25000 278.25| 7.00000 371.00| 17.00000 901.00 FIELD DRILLED HOLE IN CONCRETE FOR CURB | | | AND INLETS AND TURNOUT | | | 0065 703-01540 245.000 EACH| 12.55000 3074.75| 12.00000 2940.00| 11.00000 2695.00 THREADED TIE BAR ASSEMBLY | | | 0066 703-06028 94.000 LBS | 0.73000 68.62| 2.00000 188.00| 1.40000 131.60 REINFORCING BARS FOR CURB AND INLETS | | | AND TURNOUT | | | 0067 703-51030 12732.000 LBS | 0.73000 9294.36| 0.80000 10185.60| 0.75000 9549.00 REINFORCING STEEL | | | 0068 703-51032 70237.000 LBS | 0.61000 42844.57| 0.90000 63213.30| 0.80000 56189.60 REINFORCING STEEL, EPOXY COATED | | | 0069 704-51002 152.600 CYS | 600.00000 91560.00| 450.00000 68670.00| 440.00000 67144.00 CONCRETE, C, SUPERSTRUCTURE | | | 0070 706-03278 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1250.00000 1250.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0071 706-05732 3.000 EACH| 1000.00000 3000.00| 1500.00000 4500.00| 1100.00000 3300.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-05733 1.000 EACH| 1750.00000 1750.00| 1500.00000 1500.00| 1500.00000 1500.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0073 706-05734 3.000 EACH| 1200.00000 3600.00| 1800.00000 5400.00| 1400.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0074 706-51020 96.100 CYS | 340.00000 32674.00| 500.00000 48050.00| 475.00000 45647.50 CONCRETE, C, RAILING | | | 0075 708-51813 300.000 SFT | 50.00000 15000.00| 190.00000 57000.00| 30.00000 9000.00 PNEUMATICALLY PLACED MORTAR | | | 0076 708-51814 150.000 SFT | 3.00000 450.00| 30.00000 4500.00| 1.80000 270.00 WELDED STEEL WIRE FABRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 |(6) 35-1212938 |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 709-51821 LUMP| 5040.00000 5040.00| 6000.00000 6000.00| 6500.00000 6500.00 SURFACE SEAL , STRUCTURE NO. 1 | | | 0078 709-51821 LUMP| 3740.00000 3740.00| 4500.00000 4500.00| 5000.00000 5000.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0079 715-03475 1.000 EACH| 255.00000 255.00| 250.00000 250.00| 360.00000 360.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0080 715-05147 5.000 LFT | 17.50000 87.50| 30.00000 150.00| 36.00000 180.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0081 715-05149 73.000 LFT | 20.00000 1460.00| 16.00000 1168.00| 50.00000 3650.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0082 715-46000 2.000 EACH| 225.00000 450.00| 140.00000 280.00| 315.00000 630.00 PIPE END SECTION, 12 IN. | | | 0083 720-01282 1.000 EACH| 1395.00000 1395.00| 2000.00000 2000.00| 1200.00000 1200.00 INLET, J, MODIFIED , NEENAH CASTING | | | R-3455-C | | | 0084 720-45045 2.000 EACH| 1315.00000 2630.00| 1500.00000 3000.00| 1100.00000 2200.00 INLET, J10 | | | 0085 720-98013 1.000 EACH| 1655.00000 1655.00| 1800.00000 1800.00| 1200.00000 1200.00 INLET, M , NEENAH CASTING R-3455-C | | | 0086 722-51401 105.000 SFT | 40.75000 4278.75| 25.00000 2625.00| 36.00000 3780.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0087 722-51842 1976.700 SYS | 40.00000 79068.00| 45.00000 88951.50| 42.00000 83021.40 BRIDGE DECK OVERLAY | | | 0088 722-51846 12.000 CYS | 330.00000 3960.00| 330.00000 3960.00| 330.00000 3960.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0089 722-51852 950.000 SFT | 14.00000 13300.00| 9.00000 8550.00| 10.50000 9975.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0090 722-60824 2110.000 SYS | 3.39000 7152.90| 4.00000 8440.00| 3.00000 6330.00 SURFACE MILLING | | | 0091 724-03276 231.200 LFT | 70.00000 16184.00| 65.00000 15028.00| 62.00000 14334.40 EXPANSION JOINT SEALING SYSTEM | | | 0092 728-98377 LUMP| 3120.00000 3120.00| 4000.00000 4000.00| 4000.00000 4000.00 MASONRY COATING , STRUCTURE NO. 2 | | | 0093 728-98377 LUMP| 4400.00000 4400.00| 5500.00000 5500.00| 5000.00000 5000.00 MASONRY COATING , STRUCTURE NO. 1 | | | 0094 801-01851 LUMP| 15800.00000 15800.00| 21250.00000 21250.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STRUCTURE NO. 1 | | | 0095 801-03290 4.000 EACH| 129.00000 516.00| 500.00000 2000.00| 150.00000 600.00 CONSTRUCTION SIGN, C | | | 0096 801-06207 31115.000 LFT | 0.78000 24269.70| 0.81000 25203.15| 0.90000 28003.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 |(6) 35-1212938 |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 801-06218 135.000 LFT | 4.68000 631.80| 5.60000 756.00| 5.00000 675.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0099 801-06640 20.000 EACH| 79.00000 1580.00| 200.00000 4000.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 6.000 EACH| 17.00000 102.00| 50.00000 300.00| 20.00000 120.00 CONSTRUCTION SIGN, B | | | 0101 801-06710 480.000 DAY | 10.00000 4800.00| 18.00000 8640.00| 10.70000 5136.00 FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 45000.00000 45000.00| 50000.00000 50000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0103 801-09133 2.000 EACH| 3500.00000 7000.00| 8500.00000 17000.00| 3800.00000 7600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 801-97643 150.000 LFT | 10.35000 1552.50| 5.30000 795.00| 11.10000 1665.00 TEMPORARY BUZZ STRIPS | | | 0105 808-06703 3000.000 LFT | 0.46000 1380.00| 0.42000 1260.00| 0.50000 1500.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0106 808-06713 1485.000 LFT | 0.35000 519.75| 0.21000 311.85| 0.40000 594.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0107 808-06714 1485.000 LFT | 0.35000 519.75| 0.21000 311.85| 0.40000 594.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0108 808-06716 7400.000 LFT | 0.40000 2960.00| 0.47000 3478.00| 0.50000 3700.00 LINE, REMOVE | | | 0109 808-75051 1135.000 LFT | 0.97000 1100.95| 1.09000 1237.15| 1.10000 1248.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0110 808-75054 1135.000 LFT | 0.97000 1100.95| 1.09000 1237.15| 1.10000 1248.50 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0111 808-75245 3100.000 LFT | 0.46000 1426.00| 0.40000 1240.00| 0.50000 1550.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75300 80.000 LFT | 0.69000 55.20| 0.69000 55.20| 0.80000 64.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0113 808-75996 24.000 EACH| 10.00000 240.00| 20.00000 480.00| 15.00000 360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0114 808-75998 24.000 EACH| 88.50000 2124.00| 100.00000 2400.00| 90.00000 2160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0115 801-07119 216.000 LFT | 8.13000 1756.08| 10.64000 2298.24| 9.50000 2052.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 |(6) 35-1212938 |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 601-07050 2.000 EACH| 2200.00000 4400.00| 2376.00000 4752.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0117 210-07095 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| 100000.00000 100000.00 TEMPORARY PEDESTRIAN PATH | | | SECTION TOTALS | $ 1,362,735.31| $ 1,377,022.74| $ 1,406,952.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,362,735.31| $ 1,377,022.74| $ 1,406,952.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2442.18000 29306.16| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4272.65000 4272.65| | CLEARING RIGHT OF WAY | | | 0005 202-02240 455.000 SYS | 6.62000 3012.10| | PAVEMENT, REMOVE | | | 0006 202-02241 655.000 LFT | 5.50000 3602.50| | GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 164.19000 164.19| | HEADWALL, REMOVE | | | 0008 202-02272 50.000 LFT | 3.06000 153.00| | PAVED SIDE DITCH, REMOVE | | | 0009 202-02277 125.000 LFT | 2.97000 371.25| | GUTTER, LIP, REMOVE | | | 0010 202-02278 145.000 LFT | 2.52000 365.40| | CURB, CONCRETE, REMOVE | | | 0011 202-51328 LUMP| 33000.00000 33000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | 0012 202-51328 LUMP| 18000.00000 18000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 2 | | | 0013 202-51822 915.000 SYS | 7.61000 6963.15| | BRIDGE DECK OVERLAY, REMOVE | | | 0014 202-52710 395.000 SYS | 5.51000 2176.45| | SIDEWALK, CONCRETE, REMOVE | | | 0015 202-60820 3920.000 SYS | 3.41000 13367.20| | SURFACE MILLING, ASPHALT | | | 0016 202-60822 420.000 SYS | 15.99000 6715.80| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0017 202-62420 935.000 LFT | 4.12000 3852.20| | BRIDGE RAILING, REMOVE | | | 0018 202-91385 5.000 EACH| 164.19000 820.95| | INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-96133 78.000 LFT | 8.21000 640.38| | PIPE, REMOVE | | | 0020 202-98488 1.000 EACH| 82.09000 82.09| | PIPE END SECTION, REMOVE | | | 0021 203-02000 1075.000 CYS | 22.45000 24133.75| | EXCAVATION, COMMON | | | 0022 205-06937 3100.000 LFT | 1.70000 5270.00| | TEMPORARY SILT FENCE | | | 0023 211-07454 27.000 CYS | 20.84000 562.68| | STRUCTURE BACKFILL | | | 0024 213-52830 5.000 CYS | 185.53000 927.65| | FLOWABLE MORTAR | | | 0025 301-07448 800.000 TON | 21.16000 16928.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 402-07433 605.000 TON | 45.00000 27225.00| | HMA TYPE B, SURFACE | | | 0027 402-07438 420.000 TON | 40.00000 16800.00| | HMA TYPE B, INTERMEDIATE | | | 0028 402-07441 1335.000 TON | 36.50000 48727.50| | HMA TYPE B, BASE | | | 0029 406-05520 3.400 TON | 350.00000 1190.00| | ASPHALT FOR TACK COAT | | | 0030 502-06329 48.100 SYS | 66.36000 3191.92| | PCCP, 12 IN. | | | 0031 503-05310 174.250 LFT | 107.49000 18730.13| | TERMINAL JOINT | | | 0032 601-01128 2.000 EACH| 1100.00000 2200.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0033 601-01522 6.000 EACH| 1200.00000 7200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-01846 2.000 EACH| 1600.00000 3200.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-02206 725.000 LFT | 7.50000 5437.50| | TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0036 601-07023 8.000 EACH| 4500.00000 36000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0037 601-94689 6.000 EACH| 2000.00000 12000.00| | GUARDRAIL END TREATMENT, OS | | | 0038 601-97080 1.000 EACH| 2700.00000 2700.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-97774 1.000 EACH| 1000.00000 1000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0040 601-99105 762.500 LFT | 9.50000 7243.75| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 602-06639 3230.000 LFT | 26.07000 84206.10| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06729 26.000 EACH| 3.98000 103.48| | BARRIER DELINEATOR | | | 0043 604-06069 3.000 SYS | 41.56000 124.68| | CURB RAMP, CONCRETE | | | 0044 604-90256 220.000 SYS | 35.25000 7755.00| | SIDEWALK, CONCRETE, 6 IN. | | | 0045 604-90256 51.500 SYS | 46.34000 2386.51| | SIDEWALK, CONCRETE, 6 IN. (ON BRIDGE | | | APPROACHES) | | | 0046 604-91531 165.000 SYS | 29.65000 4892.25| | SIDEWALK, CONCRETE, 4 IN. | | | 0047 605-05523 550.000 LFT | 10.00000 5500.00| | CURB, HMA | | | 0048 605-06090 10.000 LFT | 22.88000 228.80| | CURB, INTEGRAL, CONCRETE | | | 0049 605-06105 95.000 LFT | 20.52000 1949.40| | CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0050 605-06140 125.000 LFT | 39.38000 4922.50| | CURB AND GUTTER, CONCRETE | | | 0051 605-06155 125.000 LFT | 46.19000 5773.75| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0052 605-94811 1.000 EACH| 719.61000 719.61| | CURB TURNOUT | | | 0053 610-06259 555.200 SYS | 64.86000 36010.27| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0054 611-05330 63.000 SYS | 43.74000 2755.62| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0055 611-06497 3.000 EACH| 130.00000 390.00| | MAILBOX ASSEMBLY, SINGLE | | | 0056 616-02320 1200.000 SYS | 1.64000 1968.00| | GEOTEXTILES | | | 0057 616-05689 635.000 TON | 227.92000 144729.20| | RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 616-06405 245.000 TON | 216.80000 53116.00| | RIPRAP, REVETMENT | | | 0059 619-05926 LUMP| 1000.00000 1000.00| | ENVIRONMENTAL CONTROL , STRUCTURE NO. 2 | | | 0060 619-95315 LUMP| 6000.00000 6000.00| | CLEAN AND PAINT BEARING ASSEMBLIES , | | | STRUCTURE NO. 2 | | | 0061 621-06574 675.000 SYS | 7.70000 5197.50| | SODDING | | | 0062 702-51110 960.000 LBS | 4.11000 3945.60| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-51863 1554.000 EACH| 5.54000 8609.16| | FIELD DRILLED HOLE IN CONCRETE | | | 0064 702-51863 53.000 EACH| 5.54000 293.62| | FIELD DRILLED HOLE IN CONCRETE FOR CURB | | | AND INLETS AND TURNOUT | | | 0065 703-01540 245.000 EACH| 13.95000 3417.75| | THREADED TIE BAR ASSEMBLY | | | 0066 703-06028 94.000 LBS | 0.80000 75.20| | REINFORCING BARS FOR CURB AND INLETS | | | AND TURNOUT | | | 0067 703-51030 12732.000 LBS | 0.72000 9167.04| | REINFORCING STEEL | | | 0068 703-51032 70237.000 LBS | 0.80000 56189.60| | REINFORCING STEEL, EPOXY COATED | | | 0069 704-51002 152.600 CYS | 615.00000 93849.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0070 706-03278 1.000 EACH| 1775.00000 1775.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0071 706-05732 3.000 EACH| 1600.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-05733 1.000 EACH| 1750.00000 1750.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0073 706-05734 3.000 EACH| 1650.00000 4950.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0074 706-51020 96.100 CYS | 825.00000 79282.50| | CONCRETE, C, RAILING | | | 0075 708-51813 300.000 SFT | 110.00000 33000.00| | PNEUMATICALLY PLACED MORTAR | | | 0076 708-51814 150.000 SFT | 5.10000 765.00| | WELDED STEEL WIRE FABRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 709-51821 LUMP| 3310.56000 3310.56| | SURFACE SEAL , STRUCTURE NO. 1 | | | 0078 709-51821 LUMP| 2746.26000 2746.26| | SURFACE SEAL , STRUCTURE NO. 2 | | | 0079 715-03475 1.000 EACH| 211.97000 211.97| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0080 715-05147 5.000 LFT | 22.52000 112.60| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0081 715-05149 73.000 LFT | 27.78000 2027.94| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0082 715-46000 2.000 EACH| 309.51000 619.02| | PIPE END SECTION, 12 IN. | | | 0083 720-01282 1.000 EACH| 1863.60000 1863.60| | INLET, J, MODIFIED , NEENAH CASTING | | | R-3455-C | | | 0084 720-45045 2.000 EACH| 1755.50000 3511.00| | INLET, J10 | | | 0085 720-98013 1.000 EACH| 1863.60000 1863.60| | INLET, M , NEENAH CASTING R-3455-C | | | 0086 722-51401 105.000 SFT | 56.68000 5951.40| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0087 722-51842 1976.700 SYS | 62.33000 123207.71| | BRIDGE DECK OVERLAY | | | 0088 722-51846 12.000 CYS | 330.00000 3960.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0089 722-51852 950.000 SFT | 15.84000 15048.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0090 722-60824 2110.000 SYS | 7.54000 15909.40| | SURFACE MILLING | | | 0091 724-03276 231.200 LFT | 114.91000 26567.19| | EXPANSION JOINT SEALING SYSTEM | | | 0092 728-98377 LUMP| 2862.09000 2862.09| | MASONRY COATING , STRUCTURE NO. 2 | | | 0093 728-98377 LUMP| 3756.06000 3756.06| | MASONRY COATING , STRUCTURE NO. 1 | | | 0094 801-01851 LUMP| 15800.00000 15800.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STRUCTURE NO. 1 | | | 0095 801-03290 4.000 EACH| 129.00000 516.00| | CONSTRUCTION SIGN, C | | | 0096 801-06207 31115.000 LFT | 0.78000 24269.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 801-06218 135.000 LFT | 4.68000 631.80| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0099 801-06640 20.000 EACH| 79.00000 1580.00| | CONSTRUCTION SIGN, A | | | 0100 801-06645 6.000 EACH| 17.00000 102.00| | CONSTRUCTION SIGN, B | | | 0101 801-06710 480.000 DAY | 10.00000 4800.00| | FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 5335.00000 5335.00| | MAINTAINING TRAFFIC | | | 0103 801-09133 2.000 EACH| 3500.00000 7000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 801-97643 150.000 LFT | 10.35000 1552.50| | TEMPORARY BUZZ STRIPS | | | 0105 808-06703 3000.000 LFT | 0.46000 1380.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0106 808-06713 1485.000 LFT | 0.35000 519.75| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0107 808-06714 1485.000 LFT | 0.35000 519.75| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0108 808-06716 7400.000 LFT | 0.40000 2960.00| | LINE, REMOVE | | | 0109 808-75051 1135.000 LFT | 0.97000 1100.95| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0110 808-75054 1135.000 LFT | 0.97000 1100.95| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0111 808-75245 3100.000 LFT | 0.46000 1426.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75300 80.000 LFT | 0.69000 55.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0113 808-75996 24.000 EACH| 16.00000 384.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0114 808-75998 24.000 EACH| 47.00000 1128.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0115 801-07119 216.000 LFT | 8.13000 1756.08| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 410 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,224,860.61 ROUTE : US 6 CALL ORDER : 410 CONTRACT ID : B -25224-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 601-07050 2.000 EACH| 2200.00000 4400.00| | GUARDRAIL END TREATMENT, OS, RESET | | | 0117 210-07095 LUMP| 45000.00000 45000.00| | TEMPORARY PEDESTRIAN PATH | | | SECTION TOTALS | $ 1,460,977.57| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,460,977.57| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/27/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0196052 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,252,773.45 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,324,702.61 105.7415% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,487,812.10 118.7614% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,500,310.19 119.7590% 5 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,527,499.62 121.9294% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1212938 |ELLAS CONSTRUCTION COMPANY, |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 REHABILITATION | | | 0001 105-06845 LUMP| 6500.00000 6500.00| 10000.00000 10000.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1850.00000 22200.00| 2000.00000 24000.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 62000.00000 62000.00| 67000.00000 67000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21500.00000 21500.00| 20000.00000 20000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1165.000 SYS | 13.00000 15145.00| 13.00000 15145.00| 13.00000 15145.00 PAVEMENT, REMOVE | | | 0006 202-02241 1880.000 LFT | 2.75000 5170.00| 2.75000 5170.00| 3.00000 5640.00 GUARDRAIL, REMOVE | | | 0007 202-02272 25.000 LFT | 6.32000 158.00| 15.00000 375.00| 8.00000 200.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-02277 380.000 LFT | 6.32000 2401.60| 4.00000 1520.00| 9.50000 3610.00 GUTTER, LIP, REMOVE | | | 0009 202-02279 90.000 LFT | 6.32000 568.80| 4.00000 360.00| 9.50000 855.00 CURB AND GUTTER, REMOVE | | | 0010 202-51328 LUMP| 83000.00000 83000.00| 135611.69000 135611.69| 83800.00000 83800.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 19725.000 SYS | 1.30000 25642.50| 1.10000 21697.50| 1.10000 21697.50 SURFACE MILLING, ASPHALT | | | 0012 202-96133 70.000 LFT | 13.23000 926.10| 12.00000 840.00| 18.00000 1260.00 PIPE, REMOVE | | | 0013 203-02000 525.000 CYS | 16.75000 8793.75| 16.00000 8400.00| 17.00000 8925.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1212938 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02070 160.000 CYS | 17.75000 2840.00| 35.00000 5600.00| 18.00000 2880.00 BORROW | | | 0015 205-06937 2800.000 LFT | 1.70000 4760.00| 1.70000 4760.00| 2.10000 5880.00 TEMPORARY SILT FENCE | | | 0016 206-51230 74.000 CYS | 16.75000 1239.50| 50.00000 3700.00| 25.00000 1850.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-06467 70.000 CYS | 39.57000 2769.90| 55.00000 3850.00| 65.00000 4550.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 183.500 CYS | 21.00000 3853.50| 15.00000 2752.50| 24.00000 4404.00 STRUCTURE BACKFILL | | | 0019 301-07448 2343.000 TON | 17.25000 40416.75| 23.00000 53889.00| 23.00000 53889.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 304-07490 250.000 TON | 40.00000 10000.00| 66.00000 16500.00| 52.00000 13000.00 HMA PATCHING, TYPE B | | | 0021 304-07493 2490.000 TON | 41.40000 103086.00| 40.00000 99600.00| 43.00000 107070.00 HMA WIDENING, TYPE B | | | 0022 402-07433 1670.000 TON | 38.00000 63460.00| 44.00000 73480.00| 40.00000 66800.00 HMA TYPE B, SURFACE | | | 0023 402-07438 192.000 TON | 40.00000 7680.00| 44.00000 8448.00| 43.00000 8256.00 HMA TYPE B, INTERMEDIATE | | | 0024 406-05520 8.500 TON | 350.00000 2975.00| 170.00000 1445.00| 375.00000 3187.50 ASPHALT FOR TACK COAT | | | 0025 503-05310 140.500 LFT | 98.75000 13874.38| 95.00000 13347.50| 115.00000 16157.50 TERMINAL JOINT | | | 0026 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02205 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1800.00000 3600.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0028 601-02207 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 220.00000 440.00 TEMPORARY GUARD RAIL TRANSITION, VH, 6 | | | FT. 3 IN. SPACING | | | 0029 601-07023 3.000 EACH| 5100.00000 15300.00| 5100.00000 15300.00| 5500.00000 16500.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0030 601-94689 4.000 EACH| 2200.00000 8800.00| 2200.00000 8800.00| 2400.00000 9600.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 1950.000 LFT | 9.25000 18037.50| 9.25000 18037.50| 10.50000 20475.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 602-06639 910.000 LFT | 17.55000 15970.50| 17.00000 15470.00| 42.00000 38220.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 602-06646 2440.000 LFT | 12.25000 29890.00| 17.00000 41480.00| 32.00000 78080.00 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1212938 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 602-06729 6.000 EACH| 4.75000 28.50| 4.75000 28.50| 7.20000 43.20 BARRIER DELINEATOR | | | 0035 603-03829 20.000 LFT | 355.00000 7100.00| 350.00000 7000.00| 225.00000 4500.00 FENCE , WELDED RAIL | | | 0036 604-06069 100.000 SYS | 37.00000 3700.00| 35.00000 3500.00| 46.00000 4600.00 CURB RAMP, CONCRETE | | | 0037 604-91531 1370.000 SYS | 30.00000 41100.00| 25.00000 34250.00| 26.00000 35620.00 SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-05523 61.000 LFT | 18.00000 1098.00| 31.00000 1891.00| 20.00000 1220.00 CURB, HMA | | | 0039 605-06140 2650.000 LFT | 12.75000 33787.50| 12.00000 31800.00| 13.00000 34450.00 CURB AND GUTTER, CONCRETE | | | 0040 610-06259 1148.100 SYS | 44.30000 50860.83| 40.00000 45924.00| 49.00000 56256.90 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0041 610-07487 222.000 TON | 52.00000 11544.00| 65.00000 14430.00| 63.00000 13986.00 HMA FOR APPROACHES, TYPE B | | | 0042 611-06497 3.000 EACH| 130.00000 390.00| 150.00000 450.00| 150.00000 450.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 616-02320 428.000 SYS | 2.50000 1070.00| 3.00000 1284.00| 4.00000 1712.00 GEOTEXTILES | | | 0044 616-06451 70.000 TON | 52.00000 3640.00| 70.00000 4900.00| 28.00000 1960.00 RIPRAP, UNIFORM | | | 0045 621-06574 973.000 SYS | 5.35000 5205.55| 5.32000 5176.36| 7.00000 6811.00 SODDING | | | 0046 702-51863 706.000 EACH| 6.50000 4589.00| 8.00000 5648.00| 10.30000 7271.80 FIELD DRILLED HOLE IN CONCRETE | | | 0047 702-92857 15.200 CYS | 620.00000 9424.00| 800.00000 12160.00| 380.00000 5776.00 CONCRETE, C, SUBSTRUCTURE | | | 0048 702-93722 40.300 CYS | 250.00000 10075.00| 140.00000 5642.00| 210.00000 8463.00 CONCRETE, C , SIDEWALK | | | 0049 703-51030 28376.000 LBS | 0.66000 18728.16| 0.65000 18444.40| 0.75000 21282.00 REINFORCING STEEL | | | 0050 703-51032 46624.000 LBS | 0.80000 37299.20| 0.75000 34968.00| 0.80000 37299.20 REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 190.000 CYS | 542.00000 102980.00| 575.00000 109250.00| 430.00000 81700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 2.000 EACH| 1150.00000 2300.00| 1200.00000 2400.00| 1050.00000 2100.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-05734 2.000 EACH| 1150.00000 2300.00| 2200.00000 4400.00| 2050.00000 4100.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1212938 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 706-51020 17.800 CYS | 500.00000 8900.00| 550.00000 9790.00| 415.00000 7387.00 CONCRETE, C, RAILING | | | 0055 708-51813 50.000 SFT | 120.00000 6000.00| 175.00000 8750.00| 40.00000 2000.00 PNEUMATICALLY PLACED MORTAR | | | 0056 708-51814 50.000 SFT | 9.00000 450.00| 10.00000 500.00| 1.80000 90.00 WELDED STEEL WIRE FABRIC | | | 0057 709-51821 LUMP| 6375.00000 6375.00| 6500.00000 6500.00| 11000.00000 11000.00 SURFACE SEAL | | | 0058 711-51038 LUMP| 94000.00000 94000.00| 80000.00000 80000.00| 160000.00000 160000.00 STRUCTURAL STEEL | | | 0059 711-95592 13.000 EACH| 200.00000 2600.00| 200.00000 2600.00| 2000.00000 26000.00 SUPPORT BEAM LINES , TEMPORARY | | | 0060 715-04612 210.000 LFT | 32.00000 6720.00| 25.00000 5250.00| 50.00000 10500.00 PIPE , PVC, CIRCULAR, 16 IN., ASTM | | | C-905, DR 18 | | | 0061 715-04612 120.000 LFT | 40.00000 4800.00| 35.00000 4200.00| 58.00000 6960.00 PIPE , TYPE 5, CIRCULAR, 12 IN. | | | 0062 715-04612 2.000 LFT | 200.00000 400.00| 190.00000 380.00| 235.00000 470.00 PIPE END SECTION, 16 IN. | | | 0063 715-05149 110.000 LFT | 36.00000 3960.00| 35.00000 3850.00| 44.00000 4840.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0064 715-46000 7.000 EACH| 165.00000 1155.00| 375.00000 2625.00| 215.00000 1505.00 PIPE END SECTION, 12 IN. | | | 0065 716-96215 70.000 LFT | 214.00000 14980.00| 184.00000 12880.00| 275.00000 19250.00 PIPE, JACKED, 15 IN. STEEL | | | 0066 720-44000 4.000 EACH| 250.00000 1000.00| 300.00000 1200.00| 310.00000 1240.00 CASTING, ADJUST TO GRADE | | | 0067 720-45145 6.000 EACH| 1400.00000 8400.00| 1300.00000 7800.00| 1100.00000 6600.00 INLET, J10, MODIFIED | | | 0068 720-45250 3.000 EACH| 1500.00000 4500.00| 1200.00000 3600.00| 1300.00000 3900.00 CATCH BASIN, K10 | | | 0069 720-45605 4.000 LFT | 241.00000 964.00| 200.00000 800.00| 310.00000 1240.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0070 720-94157 2.000 EACH| 1270.00000 2540.00| 2000.00000 4000.00| 1800.00000 3600.00 MANHOLE, C , MODIFIED, NEENAH CASTING | | | R-4342 | | | 0071 720-98174 1.000 EACH| 1820.00000 1820.00| 1500.00000 1500.00| 1700.00000 1700.00 INLET, B15 | | | 0072 722-51842 1478.600 SYS | 39.55000 58478.63| 32.00000 47315.20| 35.00000 51751.00 BRIDGE DECK OVERLAY | | | 0073 722-51846 1.400 CYS | 330.00000 462.00| 330.00000 462.00| 330.00000 462.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1212938 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 724-03276 14.400 LFT | 97.00000 1396.80| 85.00000 1224.00| 140.00000 2016.00 EXPANSION JOINT SEALING SYSTEM | | | 0075 726-95870 13.000 EACH| 450.00000 5850.00| 250.00000 3250.00| 525.00000 6825.00 BEARING ASSEMBLY , END | | | 0076 801-03290 3.000 EACH| 133.00000 399.00| 133.00000 399.00| 150.00000 450.00 CONSTRUCTION SIGN, C | | | 0077 801-06207 26160.000 LFT | 0.78000 20404.80| 0.78000 20404.80| 0.90000 23544.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0079 801-06640 19.000 EACH| 84.00000 1596.00| 84.00000 1596.00| 100.00000 1900.00 CONSTRUCTION SIGN, A | | | 0080 801-06645 4.000 EACH| 17.00000 68.00| 17.00000 68.00| 25.00000 100.00 CONSTRUCTION SIGN, B | | | 0081 801-06710 360.000 DAY | 10.00000 3600.00| 10.00000 3600.00| 10.50000 3780.00 FLASHING ARROW SIGN | | | 0082 801-06775 LUMP| 13750.00000 13750.00| 20000.00000 20000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0083 801-09133 2.000 EACH| 3660.00000 7320.00| 3657.00000 7314.00| 4000.00000 8000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0084 808-06701 1430.000 LFT | 0.46000 657.80| 0.46000 657.80| 0.40000 572.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0085 808-06703 3350.000 LFT | 0.46000 1541.00| 0.46000 1541.00| 0.40000 1340.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0086 808-06716 7900.000 LFT | 0.40000 3160.00| 0.40000 3160.00| 0.50000 3950.00 LINE, REMOVE | | | 0087 808-75245 5750.000 LFT | 0.46000 2645.00| 0.46000 2645.00| 0.40000 2300.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75996 108.000 EACH| 6.10000 658.80| 7.00000 756.00| 14.00000 1512.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0089 808-75998 108.000 EACH| 45.00000 4860.00| 35.00000 3780.00| 38.00000 4104.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 801-07119 108.000 LFT | 7.30000 788.40| 7.27000 785.16| 9.50000 1026.00 BARRICADE, III-B | | | 0091 808-75051 450.000 LFT | 0.98000 441.00| 0.98000 441.00| 1.70000 765.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0092 808-75054 450.000 LFT | 0.98000 441.00| 0.98000 441.00| 1.70000 765.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1212938 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-75059 115.000 LFT | 0.98000 112.70| 0.98000 112.70| 1.70000 195.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | SECTION TOTALS | $ 1,252,773.45| $ 1,324,702.61| $ 1,487,812.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,252,773.45| $ 1,324,702.61| $ 1,487,812.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 85000.00000 85000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2568.80000 30825.60| 1000.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 80000.00000 80000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5799.70000 5799.70| 55000.00000 55000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 1165.000 SYS | 14.15000 16484.75| 11.00000 12815.00| PAVEMENT, REMOVE | | | 0006 202-02241 1880.000 LFT | 2.75000 5170.00| 2.75000 5170.00| GUARDRAIL, REMOVE | | | 0007 202-02272 25.000 LFT | 9.50000 237.50| 26.00000 650.00| PAVED SIDE DITCH, REMOVE | | | 0008 202-02277 380.000 LFT | 5.56000 2112.80| 6.50000 2470.00| GUTTER, LIP, REMOVE | | | 0009 202-02279 90.000 LFT | 6.40000 576.00| 7.00000 630.00| CURB AND GUTTER, REMOVE | | | 0010 202-51328 LUMP| 95000.00000 95000.00| 145000.00000 145000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 19725.000 SYS | 1.64000 32349.00| 1.30000 25642.50| SURFACE MILLING, ASPHALT | | | 0012 202-96133 70.000 LFT | 9.95000 696.50| 10.00000 700.00| PIPE, REMOVE | | | 0013 203-02000 525.000 CYS | 22.76000 11949.00| 11.00000 5775.00| EXCAVATION, COMMON | | | 0014 203-02070 160.000 CYS | 26.02000 4163.20| 25.00000 4000.00| BORROW | | | 0015 205-06937 2800.000 LFT | 1.70000 4760.00| 1.70000 4760.00| TEMPORARY SILT FENCE | | | 0016 206-51230 74.000 CYS | 27.16000 2009.84| 16.00000 1184.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-06467 70.000 CYS | 51.28000 3589.60| 32.00000 2240.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 183.500 CYS | 26.33000 4831.56| 20.00000 3670.00| STRUCTURE BACKFILL | | | 0019 301-07448 2343.000 TON | 23.19000 54334.17| 11.50000 26944.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 304-07490 250.000 TON | 40.00000 10000.00| 40.00000 10000.00| HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 304-07493 2490.000 TON | 40.00000 99600.00| 34.00000 84660.00| HMA WIDENING, TYPE B | | | 0022 402-07433 1670.000 TON | 38.00000 63460.00| 38.00000 63460.00| HMA TYPE B, SURFACE | | | 0023 402-07438 192.000 TON | 40.00000 7680.00| 40.00000 7680.00| HMA TYPE B, INTERMEDIATE | | | 0024 406-05520 8.500 TON | 350.00000 2975.00| 350.00000 2975.00| ASPHALT FOR TACK COAT | | | 0025 503-05310 140.500 LFT | 110.98000 15592.69| 110.00000 15455.00| TERMINAL JOINT | | | 0026 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02205 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0028 601-02207 2.000 EACH| 200.00000 400.00| 200.00000 400.00| TEMPORARY GUARD RAIL TRANSITION, VH, 6 | | | FT. 3 IN. SPACING | | | 0029 601-07023 3.000 EACH| 5100.00000 15300.00| 5100.00000 15300.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0030 601-94689 4.000 EACH| 2200.00000 8800.00| 2200.00000 8800.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 1950.000 LFT | 9.25000 18037.50| 9.25000 18037.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 602-06639 910.000 LFT | 27.85000 25343.50| 28.00000 25480.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 602-06646 2440.000 LFT | 22.41000 54680.40| 18.00000 43920.00| TEMPORARY CONCRETE BARRIER | | | 0034 602-06729 6.000 EACH| 4.75000 28.50| 4.75000 28.50| BARRIER DELINEATOR | | | 0035 603-03829 20.000 LFT | 297.43000 5948.60| 315.00000 6300.00| FENCE , WELDED RAIL | | | 0036 604-06069 100.000 SYS | 46.29000 4629.00| 42.15000 4215.00| CURB RAMP, CONCRETE | | | 0037 604-91531 1370.000 SYS | 30.90000 42333.00| 26.55000 36373.50| SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-05523 61.000 LFT | 18.00000 1098.00| 18.00000 1098.00| CURB, HMA | | | 0039 605-06140 2650.000 LFT | 26.67000 70675.50| 12.75000 33787.50| CURB AND GUTTER, CONCRETE | | | 0040 610-06259 1148.100 SYS | 52.74000 60550.79| 60.00000 68886.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 610-07487 222.000 TON | 52.00000 11544.00| 52.00000 11544.00| HMA FOR APPROACHES, TYPE B | | | 0042 611-06497 3.000 EACH| 130.00000 390.00| 195.00000 585.00| MAILBOX ASSEMBLY, SINGLE | | | 0043 616-02320 428.000 SYS | 1.95000 834.60| 3.00000 1284.00| GEOTEXTILES | | | 0044 616-06451 70.000 TON | 51.84000 3628.80| 60.00000 4200.00| RIPRAP, UNIFORM | | | 0045 621-06574 973.000 SYS | 5.32000 5176.36| 5.32000 5176.36| SODDING | | | 0046 702-51863 706.000 EACH| 5.78000 4080.68| 8.00000 5648.00| FIELD DRILLED HOLE IN CONCRETE | | | 0047 702-92857 15.200 CYS | 400.00000 6080.00| 500.00000 7600.00| CONCRETE, C, SUBSTRUCTURE | | | 0048 702-93722 40.300 CYS | 200.00000 8060.00| 300.00000 12090.00| CONCRETE, C , SIDEWALK | | | 0049 703-51030 28376.000 LBS | 0.75000 21282.00| 1.00000 28376.00| REINFORCING STEEL | | | 0050 703-51032 46624.000 LBS | 0.83000 38697.92| 1.10000 51286.40| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 190.000 CYS | 625.00000 118750.00| 700.00000 133000.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 2.000 EACH| 1619.90000 3239.80| 1000.00000 2000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-05734 2.000 EACH| 1691.33000 3382.66| 1200.00000 2400.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0054 706-51020 17.800 CYS | 828.81000 14752.82| 375.00000 6675.00| CONCRETE, C, RAILING | | | 0055 708-51813 50.000 SFT | 160.00000 8000.00| 40.00000 2000.00| PNEUMATICALLY PLACED MORTAR | | | 0056 708-51814 50.000 SFT | 10.00000 500.00| 10.00000 500.00| WELDED STEEL WIRE FABRIC | | | 0057 709-51821 LUMP| 6371.84000 6371.84| 6650.00000 6650.00| SURFACE SEAL | | | 0058 711-51038 LUMP| 131500.00000 131500.00| 110000.00000 110000.00| STRUCTURAL STEEL | | | 0059 711-95592 13.000 EACH| 500.00000 6500.00| 375.00000 4875.00| SUPPORT BEAM LINES , TEMPORARY | | | 0060 715-04612 210.000 LFT | 50.00000 10500.00| 47.00000 9870.00| PIPE , PVC, CIRCULAR, 16 IN., ASTM | | | C-905, DR 18 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 715-04612 120.000 LFT | 31.00000 3720.00| 58.00000 6960.00| PIPE , TYPE 5, CIRCULAR, 12 IN. | | | 0062 715-04612 2.000 LFT | 258.24000 516.48| 275.00000 550.00| PIPE END SECTION, 16 IN. | | | 0063 715-05149 110.000 LFT | 31.79000 3496.90| 77.00000 8470.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0064 715-46000 7.000 EACH| 222.01000 1554.07| 250.00000 1750.00| PIPE END SECTION, 12 IN. | | | 0065 716-96215 70.000 LFT | 205.85000 14409.50| 184.00000 12880.00| PIPE, JACKED, 15 IN. STEEL | | | 0066 720-44000 4.000 EACH| 309.06000 1236.24| 250.00000 1000.00| CASTING, ADJUST TO GRADE | | | 0067 720-45145 6.000 EACH| 1800.06000 10800.36| 925.00000 5550.00| INLET, J10, MODIFIED | | | 0068 720-45250 3.000 EACH| 1585.77000 4757.31| 1350.00000 4050.00| CATCH BASIN, K10 | | | 0069 720-45605 4.000 LFT | 1171.47000 4685.88| 600.00000 2400.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0070 720-94157 2.000 EACH| 2242.92000 4485.84| 2500.00000 5000.00| MANHOLE, C , MODIFIED, NEENAH CASTING | | | R-4342 | | | 0071 720-98174 1.000 EACH| 1747.44000 1747.44| 1500.00000 1500.00| INLET, B15 | | | 0072 722-51842 1478.600 SYS | 65.04000 96168.14| 34.00000 50272.40| BRIDGE DECK OVERLAY | | | 0073 722-51846 1.400 CYS | 330.00000 462.00| 330.00000 462.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0074 724-03276 14.400 LFT | 78.56000 1131.26| 45.00000 648.00| EXPANSION JOINT SEALING SYSTEM | | | 0075 726-95870 13.000 EACH| 795.01000 10335.13| 475.00000 6175.00| BEARING ASSEMBLY , END | | | 0076 801-03290 3.000 EACH| 133.00000 399.00| 133.00000 399.00| CONSTRUCTION SIGN, C | | | 0077 801-06207 26160.000 LFT | 0.78000 20404.80| 0.78000 20404.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0079 801-06640 19.000 EACH| 84.00000 1596.00| 84.00000 1596.00| CONSTRUCTION SIGN, A | | | 0080 801-06645 4.000 EACH| 17.00000 68.00| 17.00000 68.00| CONSTRUCTION SIGN, B | | | 0081 801-06710 360.000 DAY | 10.00000 3600.00| 10.00000 3600.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 430 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,601,059.40 ROUTE : NUS 41 CALL ORDER : 430 CONTRACT ID : B -26043-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1035114 | |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 801-06775 LUMP| 7757.00000 7757.00| 37000.00000 37000.00| MAINTAINING TRAFFIC | | | 0083 801-09133 2.000 EACH| 3657.00000 7314.00| 3657.00000 7314.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0084 808-06701 1430.000 LFT | 0.46000 657.80| 0.46000 657.80| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0085 808-06703 3350.000 LFT | 0.46000 1541.00| 0.46000 1541.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0086 808-06716 7900.000 LFT | 0.40000 3160.00| 0.40000 3160.00| LINE, REMOVE | | | 0087 808-75245 5750.000 LFT | 0.46000 2645.00| 0.46000 2645.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75996 108.000 EACH| 16.00000 1728.00| 5.00000 540.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0089 808-75998 108.000 EACH| 45.00000 4860.00| 45.00000 4860.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 801-07119 108.000 LFT | 7.27000 785.16| 7.27000 785.16| BARRICADE, III-B | | | 0091 808-75051 450.000 LFT | 0.98000 441.00| 0.98000 441.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0092 808-75054 450.000 LFT | 0.98000 441.00| 0.98000 441.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0093 808-75059 115.000 LFT | 0.98000 112.70| 0.98000 112.70| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | SECTION TOTALS | $ 1,500,310.19| $ 1,527,499.62| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,500,310.19| $ 1,527,499.62| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0450009 0450009 2012013 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 3,227,270.36 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 3,356,653.19 104.0090% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,447,830.41 106.8342% 4 35-1447641 STRUCTURE CONTRACTORS $ 3,661,628.52 113.4589% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,760,838.78 116.5331% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 4,008,368.56 124.2030% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 7500.00000 7500.00| 6100.00000 6100.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1250.00000 11250.00| 1200.00000 10800.00| 1500.00000 13500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 160000.00000 160000.00| 167800.00000 167800.00| 170000.00000 170000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 600.00000 600.00| 250.00000 250.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 600.00000 600.00| 250.00000 250.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR NO 4 | | | 0006 201-52370 LUMP| 600.00000 600.00| 250.00000 250.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY , STR NO 5 | | | 0007 202-02240 2036.500 m2 | 16.00000 32584.00| 10.75000 21892.38| 20.00000 40730.00 PAVEMENT, REMOVE | | | 0008 202-02241 2845.000 m | 6.25000 17781.25| 6.56000 18663.20| 5.85000 16643.25 GUARDRAIL, REMOVE | | | 0009 202-02278 384.600 m | 10.00000 3846.00| 8.00000 3076.80| 25.00000 9615.00 CURB, CONCRETE, REMOVE | | | 0010 202-51328 LUMP| 3600.00000 3600.00| 7352.00000 7352.00| 2000.00000 2000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0011 202-51328 LUMP| 37500.00000 37500.00| 31330.00000 31330.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 26000.00000 26000.00| 19079.00000 19079.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0013 202-51328 LUMP| 35000.00000 35000.00| 34584.00000 34584.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0014 202-51328 LUMP| 120000.00000 120000.00| 85769.00000 85769.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0015 202-51328 LUMP| 30000.00000 30000.00| 16665.00000 16665.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 6 | | | 0016 202-51368 130.000 m2 | 24.00000 3120.00| 20.00000 2600.00| 30.00000 3900.00 SLOPEWALL, REMOVE | | | 0017 202-60820 1527.000 m2 | 2.60000 3970.20| 2.26000 3451.02| 2.00000 3054.00 SURFACE MILLING, ASPHALT | | | 0018 202-60822 6469.300 m2 | 1.80000 11644.74| 0.76000 4916.67| 2.00000 12938.60 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0019 203-02000 900.000 m3 | 12.00000 10800.00| 8.00000 7200.00| 30.00000 27000.00 EXCAVATION, COMMON | | | 0020 205-06933 12.000 EACH| 150.00000 1800.00| 68.00000 816.00| 63.00000 756.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 206-51230 268.200 m3 | 17.50000 4693.50| 20.00000 5364.00| 27.00000 7241.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 210-07255 12.000 EACH| 225.00000 2700.00| 300.00000 3600.00| 185.00000 2220.00 TIE DOWN ASSEMBLY | | | 0023 211-06467 85.800 m3 | 27.50000 2359.50| 42.00000 3603.60| 75.00000 6435.00 AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 99.000 m3 | 27.50000 2722.50| 35.00000 3465.00| 60.00000 5940.00 STRUCTURE BACKFILL | | | 0025 213-52830 18.000 m3 | 85.00000 1530.00| 65.00000 1170.00| 130.00000 2340.00 FLOWABLE MORTAR | | | 0026 301-07448 801.300 Mg | 18.50000 14824.05| 43.22000 34632.19| 35.00000 28045.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-01180 6689.000 Mg | 18.50000 123746.50| 19.96000 133512.44| 35.00000 234115.00 COMPACTED AGGREGATE, 53 | | | 0028 402-07433 174.900 Mg | 100.00000 17490.00| 103.96000 18182.60| 135.00000 23611.50 HMA TYPE B, SURFACE | | | 0029 402-07441 1254.500 Mg | 56.50000 70879.25| 64.70000 81166.15| 68.00000 85306.00 HMA TYPE B, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 406-05521 1583.000 m2 | 0.30000 474.90| 0.34000 538.22| 0.10000 158.30 ASPHALT FOR TACK COAT | | | 0031 601-01522 26.000 EACH| 1275.00000 33150.00| 1413.00000 36738.00| 1275.00000 33150.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-06224 4.000 EACH| 36000.00000 144000.00| 40000.00000 160000.00| 37500.00000 150000.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0033 601-06246 2.000 EACH| 38500.00000 77000.00| 42827.00000 85654.00| 40000.00000 80000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0034 601-07023 20.000 EACH| 4500.00000 90000.00| 6187.00000 123740.00| 1800.00000 36000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0035 601-94689 14.000 EACH| 2000.00000 28000.00| 2107.00000 29498.00| 1900.00000 26600.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-94690 12.000 EACH| 3000.00000 36000.00| 3187.00000 38244.00| 2900.00000 34800.00 GUARDRAIL END TREATMENT, MS | | | 0037 601-99105 758.160 m | 29.50000 22365.72| 31.64000 23988.18| 30.00000 22744.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 601-99108 808.000 m | 43.40000 35067.20| 47.00000 37976.00| 43.00000 34744.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0039 601-99123 2.000 EACH| 1950.00000 3900.00| 2164.00000 4328.00| 1950.00000 3900.00 GUARDRAIL TRANSITION, GP | | | 0040 601-99132 2.000 EACH| 60.00000 120.00| 62.00000 124.00| 57.00000 114.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0041 602-06639 873.000 m | 54.00000 47142.00| 125.84000 109858.32| 70.00000 61110.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06646 1694.000 m | 52.50000 88935.00| 50.38000 85343.72| 70.00000 118580.00 TEMPORARY CONCRETE BARRIER | | | 0043 602-06729 52.000 EACH| 8.00000 416.00| 9.00000 468.00| 8.00000 416.00 BARRIER DELINEATOR | | | 0044 603-06045 60.000 m | 43.50000 2610.00| 46.00000 2760.00| 42.00000 2520.00 FENCE, CHAIN LINK, 1220 mm | | | 0045 605-06090 59.700 m | 50.00000 2985.00| 45.00000 2686.50| 75.00000 4477.50 CURB, INTEGRAL, CONCRETE | | | 0046 605-06095 298.500 m | 60.00000 17910.00| 35.00000 10447.50| 75.00000 22387.50 CURB, INTEGRAL, B, CONCRETE | | | 0047 605-06205 13.200 m | 75.00000 990.00| 70.00000 924.00| 240.00000 3168.00 CENTER CURB, B, CONCRETE | | | 0048 606-07484 204.000 m | 27.50000 5610.00| 13.56000 2766.24| 8.00000 1632.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0049 610-06259 2250.700 m2 | 65.00000 146295.50| 73.33000 165043.83| 80.00000 180056.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 616-02320 90.000 m2 | 3.00000 270.00| 3.00000 270.00| 7.00000 630.00 GEOTEXTILES | | | 0051 616-06405 66.000 Mg | 24.00000 1584.00| 40.00000 2640.00| 40.00000 2640.00 RIPRAP, REVETMENT | | | 0053 616-51367 130.000 m2 | 65.00000 8450.00| 65.00000 8450.00| 50.00000 6500.00 SLOPEWALL, CONCRETE, 100 mm | | | 0054 616-93772 24.000 EACH| 75.00000 1800.00| 239.54000 5748.96| 75.00000 1800.00 INSPECTION HOLE | | | 0055 619-05926 LUMP| 3250.00000 3250.00| 1130.00000 1130.00| 1100.00000 1100.00 ENVIRONMENTAL CONTROL , STR NO 2 | | | 0056 619-05926 LUMP| 20600.00000 20600.00| 5650.00000 5650.00| 5200.00000 5200.00 ENVIRONMENTAL CONTROL , STR NO 5 | | | 0057 619-05926 LUMP| 3700.00000 3700.00| 1130.00000 1130.00| 1100.00000 1100.00 ENVIRONMENTAL CONTROL , STR NO 6 | | | 0058 619-51859 LUMP| 72500.00000 72500.00| 45200.00000 45200.00| 44000.00000 44000.00 PAINT STEEL BRIDGE , STR NO 5 | | | 0059 619-61000 LUMP| 100000.00000 100000.00| 91530.00000 91530.00| 88000.00000 88000.00 CLEAN STEEL BRIDGE , STR NO 5 | | | 0060 619-91955 LUMP| 17500.00000 17500.00| 10170.00000 10170.00| 11000.00000 11000.00 CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS , STR NO 2 | | | 0061 619-91955 LUMP| 20000.00000 20000.00| 12430.00000 12430.00| 11000.00000 11000.00 CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS , STR NO 6 | | | 0062 621-01004 6.000 EACH| 100.00000 600.00| 621.00000 3726.00| 560.00000 3360.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-06559 1229.000 m2 | 1.50000 1843.50| 0.75000 921.75| 0.70000 860.30 MULCHED SEEDING, R | | | 0064 621-06567 1.500 kL | 1.00000 1.50| 0.62000 0.93| 0.55000 0.83 WATER | | | 0065 621-06574 77.000 m2 | 10.00000 770.00| 21.47000 1653.19| 19.50000 1501.50 SODDING | | | 0066 702-51005 85.600 m3 | 500.00000 42800.00| 304.99000 26107.14| 450.00000 38520.00 CONCRETE, A, SUBSTRUCTURE | | | 0067 702-51015 29.200 m3 | 400.00000 11680.00| 428.00000 12497.60| 450.00000 13140.00 CONCRETE, B, FOOTINGS | | | 0068 702-51110 640.600 kg | 6.00000 3843.60| 4.41000 2825.05| 7.00000 4484.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0069 702-51863 2127.000 EACH| 5.50000 11698.50| 6.00000 12762.00| 10.00000 21270.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 703-51030 34015.000 kg | 1.20000 40818.00| 1.06000 36055.90| 1.15000 39117.25 REINFORCING STEEL | | | 0071 703-51032 120810.000 kg | 1.37000 165509.70| 1.22000 147388.20| 1.35000 163093.50 REINFORCING STEEL, EPOXY COATED | | | 0072 703-90512 306.000 EACH| 6.75000 2065.50| 6.42000 1964.52| 8.00000 2448.00 THREADED BAR SPLICE | | | 0073 703-97703 2170.000 EACH| 6.80000 14756.00| 8.40000 18228.00| 8.00000 17360.00 THREADED BAR SPLICE, EPOXY COATED | | | 0074 704-05892 503.400 m3 | 495.00000 249183.00| 603.10000 303600.54| 625.00000 314625.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0075 704-51002 154.600 m3 | 700.00000 108220.00| 359.83000 55629.72| 625.00000 96625.00 CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-05732 48.000 EACH| 1000.00000 48000.00| 1200.00000 57600.00| 1250.00000 60000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0077 706-51020 148.400 m3 | 425.00000 63070.00| 505.70000 75045.88| 540.00000 80136.00 CONCRETE, C, RAILING | | | 0078 708-51813 16.000 m2 | 880.00000 14080.00| 949.00000 15184.00| 850.00000 13600.00 PNEUMATICALLY PLACED MORTAR | | | 0079 708-51814 16.000 m2 | 40.00000 640.00| 45.00000 720.00| 40.00000 640.00 WELDED STEEL WIRE FABRIC | | | 0080 709-51821 LUMP| 1800.00000 1800.00| 1683.00000 1683.00| 1800.00000 1800.00 SURFACE SEAL , STR NO 1 | | | 0081 709-51821 LUMP| 3500.00000 3500.00| 3518.00000 3518.00| 3500.00000 3500.00 SURFACE SEAL , STR NO 2 | | | 0082 709-51821 LUMP| 2400.00000 2400.00| 2307.00000 2307.00| 2500.00000 2500.00 SURFACE SEAL , STR NO 3 | | | 0083 709-51821 LUMP| 3350.00000 3350.00| 3170.00000 3170.00| 3300.00000 3300.00 SURFACE SEAL , STR NO 4 | | | 0084 709-51821 LUMP| 11300.00000 11300.00| 11489.00000 11489.00| 11500.00000 11500.00 SURFACE SEAL , STR NO 5 | | | 0085 709-51821 LUMP| 3500.00000 3500.00| 3312.00000 3312.00| 3400.00000 3400.00 SURFACE SEAL , STR NO 6 | | | 0086 711-51864 12.000 EACH| 50.00000 600.00| 20.00000 240.00| 48.00000 576.00 DRILLED HOLE | | | 0087 711-96242 28.000 EACH| 225.00000 6300.00| 40.00000 1120.00| 300.00000 8400.00 DIAPHRAGM, RESET | | | 0088 713-51820 LUMP| 10000.00000 10000.00| 15589.00000 15589.00| 12500.00000 12500.00 TEMPORARY SUPPORT , STR NO 5 | | | 0089 715-91361 4.600 m | 75.00000 345.00| 30.00000 138.00| 100.00000 460.00 PIPE, PVC, 150 mm | | | 0090 722-51401 157.000 m2 | 100.00000 15700.00| 129.12000 20271.84| 75.00000 11775.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 722-51842 6469.300 m2 | 41.00000 265241.30| 46.35000 299852.06| 44.00000 284649.20 BRIDGE DECK OVERLAY | | | 0092 722-51846 70.600 m3 | 434.50000 30675.70| 434.50000 30675.70| 434.50000 30675.70 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0093 722-51852 1050.000 m2 | 55.00000 57750.00| 77.69000 81574.50| 30.00000 31500.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0094 722-51874 14.800 m2 | 100.00000 1480.00| 115.26000 1705.85| 175.00000 2590.00 OVERLAY DAM | | | 0095 724-03276 210.600 m | 77.50000 16321.50| 164.04000 34546.82| 70.00000 14742.00 EXPANSION JOINT SEALING SYSTEM | | | 0096 724-51925 57.000 m | 320.00000 18240.00| 295.27000 16830.39| 450.00000 25650.00 STRUCTURAL EXPANSION JOINT, SS | | | 0097 801-01093 15.000 EACH| 825.00000 12375.00| 900.00000 13500.00| 825.00000 12375.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0098 801-06203 4057.000 m | 0.45000 1825.65| 0.42000 1703.94| 0.38000 1541.66 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0099 801-06207 13153.000 m | 3.00000 39459.00| 3.10000 40774.30| 2.80000 36828.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0101 801-06640 65.000 EACH| 85.00000 5525.00| 85.00000 5525.00| 77.00000 5005.00 CONSTRUCTION SIGN, A | | | 0102 801-06645 4.000 EACH| 30.00000 120.00| 34.00000 136.00| 31.00000 124.00 CONSTRUCTION SIGN, B | | | 0103 801-06710 570.000 DAY | 12.50000 7125.00| 12.50000 7125.00| 11.50000 6555.00 FLASHING ARROW SIGN | | | 0104 801-06775 LUMP| 75000.00000 75000.00| 86200.00000 86200.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0105 801-97643 1040.000 m | 16.50000 17160.00| 17.52000 18220.80| 15.50000 16120.00 TEMPORARY BUZZ STRIPS | | | 0106 802-96800 7584.000 EACH| 1.90000 14409.60| 1.93000 14637.12| 1.75000 13272.00 SHEAR STUD CONNECTOR | | | 0107 808-06711 638.000 m | 0.50000 319.00| 0.42000 267.96| 0.38000 242.44 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0108 808-06713 2949.000 m | 0.45000 1327.05| 0.40000 1179.60| 0.38000 1120.62 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0109 808-06714 2969.000 m | 0.45000 1336.05| 0.40000 1187.60| 0.38000 1128.22 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0110 808-06716 5277.000 m | 1.50000 7915.50| 1.24000 6543.48| 1.15000 6068.55 LINE, REMOVE | | | 0111 808-75008 350.000 m | 1.00000 350.00| 0.79000 276.50| 0.72000 252.00 LINE, PAINT, SOLID, WHITE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1618530 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 808-75035 84.000 m | 3.00000 252.00| 3.05000 256.20| 2.75000 231.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0113 808-95933 384.600 m | 1.80000 692.28| 1.85000 711.51| 1.65000 634.59 CURB PAINTING, YELLOW | | | 0114 801-07118 7.200 m | 32.50000 234.00| 31.64000 227.81| 28.50000 205.20 BARRICADE, III-A | | | 0115 202-51822 6469.300 m2 | 3.40000 21995.62| 3.90000 25230.27| 3.00000 19407.90 BRIDGE DECK OVERLAY, REMOVE | | | SECTION TOTALS | $ 3,227,270.36| $ 3,356,653.19| $ 3,447,830.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,227,270.36| $ 3,356,653.19| $ 3,447,830.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-2040801 |(6) 35-1128289 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 8000.00000 8000.00| 6500.00000 6500.00| 4900.00000 4900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 3000.00000 27000.00| 1600.00000 14400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 183000.00000 183000.00| 183000.00000 183000.00| 200000.00000 200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY , STR NO 4 | | | 0006 201-52370 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY , STR NO 5 | | | 0007 202-02240 2036.500 m2 | 30.00000 61095.00| 21.00000 42766.50| 26.00000 52949.00 PAVEMENT, REMOVE | | | 0008 202-02241 2845.000 m | 8.00000 22760.00| 5.80000 16501.00| 6.50000 18492.50 GUARDRAIL, REMOVE | | | 0009 202-02278 384.600 m | 8.00000 3076.80| 12.00000 4615.20| 6.20000 2384.52 CURB, CONCRETE, REMOVE | | | 0010 202-51328 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 3000.00000 3000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0011 202-51328 LUMP| 45000.00000 45000.00| 60000.00000 60000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0012 202-51328 LUMP| 34000.00000 34000.00| 30000.00000 30000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0013 202-51328 LUMP| 38000.00000 38000.00| 60000.00000 60000.00| 48000.00000 48000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0014 202-51328 LUMP| 175000.00000 175000.00| 95000.00000 95000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0015 202-51328 LUMP| 28000.00000 28000.00| 35000.00000 35000.00| 46474.17000 46474.17 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 6 | | | 0016 202-51368 130.000 m2 | 25.00000 3250.00| 30.00000 3900.00| 67.00000 8710.00 SLOPEWALL, REMOVE | | | 0017 202-60820 1527.000 m2 | 2.50000 3817.50| 2.50000 3817.50| 6.20000 9467.40 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-2040801 |(6) 35-1128289 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 202-60822 6469.300 m2 | 2.50000 16173.25| 1.50000 9703.95| 1.90000 12291.67 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0019 203-02000 900.000 m3 | 29.00000 26100.00| 30.00000 27000.00| 32.70000 29430.00 EXCAVATION, COMMON | | | 0020 205-06933 12.000 EACH| 60.00000 720.00| 60.00000 720.00| 69.00000 828.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 206-51230 268.200 m3 | 40.00000 10728.00| 40.00000 10728.00| 25.00000 6705.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 210-07255 12.000 EACH| 150.00000 1800.00| 275.00000 3300.00| 260.00000 3120.00 TIE DOWN ASSEMBLY | | | 0023 211-06467 85.800 m3 | 60.00000 5148.00| 65.00000 5577.00| 48.00000 4118.40 AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 99.000 m3 | 35.00000 3465.00| 65.00000 6435.00| 38.50000 3811.50 STRUCTURE BACKFILL | | | 0025 213-52830 18.000 m3 | 95.00000 1710.00| 175.00000 3150.00| 310.00000 5580.00 FLOWABLE MORTAR | | | 0026 301-07448 801.300 Mg | 32.00000 25641.60| 20.00000 16026.00| 23.00000 18429.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-01180 6689.000 Mg | 18.00000 120402.00| 19.00000 127091.00| 23.60000 157860.40 COMPACTED AGGREGATE, 53 | | | 0028 402-07433 174.900 Mg | 132.00000 23086.80| 96.00000 16790.40| 106.00000 18539.40 HMA TYPE B, SURFACE | | | 0029 402-07441 1254.500 Mg | 68.00000 85306.00| 60.00000 75270.00| 53.50000 67115.75 HMA TYPE B, BASE | | | 0030 406-05521 1583.000 m2 | 0.10000 158.30| 0.30000 474.90| 0.35000 554.05 ASPHALT FOR TACK COAT | | | 0031 601-01522 26.000 EACH| 1300.00000 33800.00| 1250.00000 32500.00| 1440.00000 37440.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-06224 4.000 EACH| 40000.00000 160000.00| 35400.00000 141600.00| 40700.00000 162800.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0033 601-06246 2.000 EACH| 42000.00000 84000.00| 37900.00000 75800.00| 43600.00000 87200.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0034 601-07023 20.000 EACH| 4200.00000 84000.00| 5475.00000 109500.00| 6328.95000 126579.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0035 601-94689 14.000 EACH| 2200.00000 30800.00| 1865.00000 26110.00| 2145.00000 30030.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-94690 12.000 EACH| 3200.00000 38400.00| 2820.00000 33840.00| 3240.00000 38880.00 GUARDRAIL END TREATMENT, MS | | | 0037 601-99105 758.160 m | 29.00000 21986.64| 28.00000 21228.48| 32.20000 24412.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-2040801 |(6) 35-1128289 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-99108 808.000 m | 48.00000 38784.00| 41.90000 33855.20| 48.20000 38945.60 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0039 601-99123 2.000 EACH| 2000.00000 4000.00| 1915.00000 3830.00| 2200.00000 4400.00 GUARDRAIL TRANSITION, GP | | | 0040 601-99132 2.000 EACH| 125.00000 250.00| 55.00000 110.00| 63.50000 127.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0041 602-06639 873.000 m | 1.00000 873.00| 90.00000 78570.00| 58.00000 50634.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06646 1694.000 m | 1.00000 1694.00| 85.00000 143990.00| 62.20000 105366.80 TEMPORARY CONCRETE BARRIER | | | 0043 602-06729 52.000 EACH| 10.00000 520.00| 7.80000 405.60| 9.00000 468.00 BARRIER DELINEATOR | | | 0044 603-06045 60.000 m | 60.00000 3600.00| 40.50000 2430.00| 47.00000 2820.00 FENCE, CHAIN LINK, 1220 mm | | | 0045 605-06090 59.700 m | 50.00000 2985.00| 70.00000 4179.00| 76.00000 4537.20 CURB, INTEGRAL, CONCRETE | | | 0046 605-06095 298.500 m | 34.00000 10149.00| 65.00000 19402.50| 61.70000 18417.45 CURB, INTEGRAL, B, CONCRETE | | | 0047 605-06205 13.200 m | 140.00000 1848.00| 70.00000 924.00| 212.60000 2806.32 CENTER CURB, B, CONCRETE | | | 0048 606-07484 204.000 m | 29.00000 5916.00| 38.00000 7752.00| 8.50000 1734.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0049 610-06259 2250.700 m2 | 65.00000 146295.50| 90.00000 202563.00| 80.10000 180281.07 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0050 616-02320 90.000 m2 | 4.00000 360.00| 3.50000 315.00| 2.00000 180.00 GEOTEXTILES | | | 0051 616-06405 66.000 Mg | 50.00000 3300.00| 32.00000 2112.00| 38.60000 2547.60 RIPRAP, REVETMENT | | | 0053 616-51367 130.000 m2 | 50.00000 6500.00| 110.00000 14300.00| 100.00000 13000.00 SLOPEWALL, CONCRETE, 100 mm | | | 0054 616-93772 24.000 EACH| 14.00000 336.00| 225.00000 5400.00| 112.00000 2688.00 INSPECTION HOLE | | | 0055 619-05926 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| 3450.00000 3450.00 ENVIRONMENTAL CONTROL , STR NO 2 | | | 0056 619-05926 LUMP| 25000.00000 25000.00| 5000.00000 5000.00| 23400.00000 23400.00 ENVIRONMENTAL CONTROL , STR NO 5 | | | 0057 619-05926 LUMP| 4500.00000 4500.00| 1000.00000 1000.00| 4019.00000 4019.00 ENVIRONMENTAL CONTROL , STR NO 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-2040801 |(6) 35-1128289 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 619-51859 LUMP| 80000.00000 80000.00| 43000.00000 43000.00| 85000.00000 85000.00 PAINT STEEL BRIDGE , STR NO 5 | | | 0059 619-61000 LUMP| 105000.00000 105000.00| 86000.00000 86000.00| 122000.00000 122000.00 CLEAN STEEL BRIDGE , STR NO 5 | | | 0060 619-91955 LUMP| 18000.00000 18000.00| 10000.00000 10000.00| 19500.00000 19500.00 CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS , STR NO 2 | | | 0061 619-91955 LUMP| 21000.00000 21000.00| 12000.00000 12000.00| 22500.00000 22500.00 CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS , STR NO 6 | | | 0062 621-01004 6.000 EACH| 600.00000 3600.00| 550.00000 3300.00| 635.00000 3810.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-06559 1229.000 m2 | 0.70000 860.30| 0.66000 811.14| 0.80000 983.20 MULCHED SEEDING, R | | | 0064 621-06567 1.500 kL | 0.55000 0.83| 0.55000 0.83| 0.65000 0.98 WATER | | | 0065 621-06574 77.000 m2 | 20.00000 1540.00| 19.00000 1463.00| 23.25000 1790.25 SODDING | | | 0066 702-51005 85.600 m3 | 300.00000 25680.00| 500.00000 42800.00| 404.00000 34582.40 CONCRETE, A, SUBSTRUCTURE | | | 0067 702-51015 29.200 m3 | 275.00000 8030.00| 350.00000 10220.00| 480.00000 14016.00 CONCRETE, B, FOOTINGS | | | 0068 702-51110 640.600 kg | 10.00000 6406.00| 7.00000 4484.20| 4.60000 2946.76 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0069 702-51863 2127.000 EACH| 6.00000 12762.00| 7.00000 14889.00| 9.40000 19993.80 FIELD DRILLED HOLE IN CONCRETE | | | 0070 703-51030 34015.000 kg | 1.10000 37416.50| 1.25000 42518.75| 1.15000 39117.25 REINFORCING STEEL | | | 0071 703-51032 120810.000 kg | 1.30000 157053.00| 1.40000 169134.00| 1.33000 160677.30 REINFORCING STEEL, EPOXY COATED | | | 0072 703-90512 306.000 EACH| 10.00000 3060.00| 7.00000 2142.00| 7.80000 2386.80 THREADED BAR SPLICE | | | 0073 703-97703 2170.000 EACH| 10.00000 21700.00| 8.00000 17360.00| 7.55000 16383.50 THREADED BAR SPLICE, EPOXY COATED | | | 0074 704-05892 503.400 m3 | 550.00000 276870.00| 475.00000 239115.00| 665.00000 334761.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0075 704-51002 154.600 m3 | 910.00000 140686.00| 1000.00000 154600.00| 1075.00000 166195.00 CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-05732 48.000 EACH| 850.00000 40800.00| 1400.00000 67200.00| 1800.00000 86400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-2040801 |(6) 35-1128289 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 706-51020 148.400 m3 | 470.00000 69748.00| 500.00000 74200.00| 600.00000 89040.00 CONCRETE, C, RAILING | | | 0078 708-51813 16.000 m2 | 900.00000 14400.00| 840.00000 13440.00| 965.00000 15440.00 PNEUMATICALLY PLACED MORTAR | | | 0079 708-51814 16.000 m2 | 42.00000 672.00| 40.00000 640.00| 46.00000 736.00 WELDED STEEL WIRE FABRIC | | | 0080 709-51821 LUMP| 2800.00000 2800.00| 2600.00000 2600.00| 3000.00000 3000.00 SURFACE SEAL , STR NO 1 | | | 0081 709-51821 LUMP| 5000.00000 5000.00| 4770.00000 4770.00| 5500.00000 5500.00 SURFACE SEAL , STR NO 2 | | | 0082 709-51821 LUMP| 4500.00000 4500.00| 4380.00000 4380.00| 5050.00000 5050.00 SURFACE SEAL , STR NO 3 | | | 0083 709-51821 LUMP| 4800.00000 4800.00| 4680.00000 4680.00| 5400.00000 5400.00 SURFACE SEAL , STR NO 4 | | | 0084 709-51821 LUMP| 15000.00000 15000.00| 13490.00000 13490.00| 15500.00000 15500.00 SURFACE SEAL , STR NO 5 | | | 0085 709-51821 LUMP| 4500.00000 4500.00| 4190.00000 4190.00| 4820.00000 4820.00 SURFACE SEAL , STR NO 6 | | | 0086 711-51864 12.000 EACH| 75.00000 900.00| 40.00000 480.00| 21.00000 252.00 DRILLED HOLE | | | 0087 711-96242 28.000 EACH| 160.00000 4480.00| 400.00000 11200.00| 500.00000 14000.00 DIAPHRAGM, RESET | | | 0088 713-51820 LUMP| 8000.00000 8000.00| 30000.00000 30000.00| 11300.00000 11300.00 TEMPORARY SUPPORT , STR NO 5 | | | 0089 715-91361 4.600 m | 160.00000 736.00| 200.00000 920.00| 180.00000 828.00 PIPE, PVC, 150 mm | | | 0090 722-51401 157.000 m2 | 220.00000 34540.00| 400.00000 62800.00| 269.10000 42248.70 BRIDGE DECK PATCHING, FULL DEPTH | | | 0091 722-51842 6469.300 m2 | 42.00000 271710.60| 60.00000 388158.00| 50.00000 323465.00 BRIDGE DECK OVERLAY | | | 0092 722-51846 70.600 m3 | 434.50000 30675.70| 434.50000 30675.70| 434.50000 30675.70 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0093 722-51852 1050.000 m2 | 76.00000 79800.00| 95.00000 99750.00| 32.29000 33904.50 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0094 722-51874 14.800 m2 | 200.00000 2960.00| 325.00000 4810.00| 550.00000 8140.00 OVERLAY DAM | | | 0095 724-03276 210.600 m | 125.00000 26325.00| 240.00000 50544.00| 280.00000 58968.00 EXPANSION JOINT SEALING SYSTEM | | | 0096 724-51925 57.000 m | 320.00000 18240.00| 375.00000 21375.00| 290.00000 16530.00 STRUCTURAL EXPANSION JOINT, SS | | | 0097 801-01093 15.000 EACH| 800.00000 12000.00| 800.00000 12000.00| 920.00000 13800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 450 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,666,918.49 ROUTE : SR 3, NSR 67 & US 35 CALL ORDER : 450 CONTRACT ID : B -26280-A COUNTIES : DELAWARE LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-2040801 |(6) 35-1128289 |STRUCTURE CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 801-06203 4057.000 m | 0.40000 1622.80| 0.37000 1501.09| 0.45000 1825.65 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0099 801-06207 13153.000 m | 3.00000 39459.00| 2.75000 36170.75| 3.20000 42089.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0101 801-06640 65.000 EACH| 75.00000 4875.00| 75.00000 4875.00| 90.00000 5850.00 CONSTRUCTION SIGN, A | | | 0102 801-06645 4.000 EACH| 30.00000 120.00| 30.00000 120.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0103 801-06710 570.000 DAY | 11.00000 6270.00| 11.00000 6270.00| 15.00000 8550.00 FLASHING ARROW SIGN | | | 0104 801-06775 LUMP| 300000.00000 300000.00| 50000.00000 50000.00| 87000.00000 87000.00 MAINTAINING TRAFFIC | | | 0105 801-97643 1040.000 m | 17.00000 17680.00| 15.50000 16120.00| 18.00000 18720.00 TEMPORARY BUZZ STRIPS | | | 0106 802-96800 7584.000 EACH| 2.00000 15168.00| 1.71000 12968.64| 2.10000 15926.40 SHEAR STUD CONNECTOR | | | 0107 808-06711 638.000 m | 0.40000 255.20| 0.37000 236.06| 0.45000 287.10 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0108 808-06713 2949.000 m | 0.40000 1179.60| 0.35000 1032.15| 0.40000 1179.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0109 808-06714 2969.000 m | 0.40000 1187.60| 0.35000 1039.15| 0.40000 1187.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0110 808-06716 5277.000 m | 1.10000 5804.70| 1.10000 5804.70| 1.30000 6860.10 LINE, REMOVE | | | 0111 808-75008 350.000 m | 1.00000 350.00| 0.70000 245.00| 0.85000 297.50 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0112 808-75035 84.000 m | 3.00000 252.00| 2.70000 226.80| 3.15000 264.60 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0113 808-95933 384.600 m | 2.00000 769.20| 1.64000 630.74| 1.90000 730.74 CURB PAINTING, YELLOW | | | 0114 801-07118 7.200 m | 28.00000 201.60| 28.00000 201.60| 32.25000 232.20 BARRICADE, III-A | | | 0115 202-51822 6469.300 m2 | 5.00000 32346.50| 2.50000 16173.25| 3.75000 24259.88 BRIDGE DECK OVERLAY, REMOVE | | | SECTION TOTALS | $ 3,661,628.52| $ 3,760,838.78| $ 4,008,368.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,661,628.52| $ 3,760,838.78| $ 4,008,368.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,284.66 ROUTE : SR 62 CALL ORDER : 460 CONTRACT ID : B -26345-A COUNTIES : CRAWFORD LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3813009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 241,604.32 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION CONDITIONAL BID $ 266,099.82 110.1386% 3 35-0626844 RUDOLPH, J.H. & CO $ 269,873.83 111.7007% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 286,326.76 118.5106% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 292,243.74 120.9596% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1134435 |(3) 35-0626844 |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION |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 105-06845 LUMP| 3500.00000 3500.00| 7500.00000 7500.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1100.00000 11000.00| 1250.00000 12500.00| 1400.00000 14000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 11750.00000 11750.00| 13700.00000 13700.00| 13500.00000 13500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2250.00000 2250.00| 5000.00000 5000.00| 2675.00000 2675.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 114.300 m | 12.50000 1428.75| 6.83000 780.67| 6.75000 771.53 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 60000.00000 60000.00| 40000.00000 40000.00| 67000.00000 67000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 292.800 m2 | 9.00000 2635.20| 6.15000 1800.72| 6.50000 1903.20 SURFACE MILLING, ASPHALT | | | 0008 203-02000 119.100 m3 | 13.00000 1548.30| 13.00000 1548.30| 22.00000 2620.20 EXCAVATION, COMMON | | | 0009 203-02070 700.400 m3 | 13.50000 9455.40| 15.00000 10506.00| 22.00000 15408.80 BORROW | | | 0010 205-06936 22.800 Mg | 24.00000 547.20| 22.50000 513.00| 102.10000 2327.88 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 207.000 m | 5.50000 1138.50| 6.88000 1424.16| 5.25000 1086.75 TEMPORARY SILT FENCE | | | 0012 211-06467 11.400 m3 | 30.00000 342.00| 30.00000 342.00| 75.00000 855.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 211-07454 1.800 m3 | 30.00000 54.00| 50.00000 90.00| 240.00000 432.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,284.66 ROUTE : SR 62 CALL ORDER : 460 CONTRACT ID : B -26345-A COUNTIES : CRAWFORD LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1134435 |(3) 35-0626844 |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 301-07448 297.200 Mg | 18.50000 5498.20| 25.00000 7430.00| 23.75000 7058.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 35.700 Mg | 120.00000 4284.00| 120.00000 4284.00| 114.00000 4069.80 HMA TYPE A, SURFACE | | | 0016 402-07435 9.500 Mg | 110.00000 1045.00| 105.00000 997.50| 98.30000 933.85 HMA TYPE A, INTERMEDIATE | | | 0017 402-07440 70.300 Mg | 110.00000 7733.00| 104.00000 7311.20| 97.40000 6847.22 HMA TYPE A, BASE | | | 0018 404-05511 390.500 m2 | 7.50000 2928.75| 7.35000 2870.18| 7.00000 2733.50 SEAL COAT, 2 | | | 0019 405-05517 0.620 Mg | 850.00000 527.00| 895.00000 554.90| 850.00000 527.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 0.160 Mg | 320.00000 51.20| 315.00000 50.40| 300.00000 48.00 ASPHALT FOR TACK COAT | | | 0021 601-01625 1.000 EACH| 1350.00000 1350.00| 1360.00000 1360.00| 1300.00000 1300.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 3.000 EACH| 1465.00000 4395.00| 1675.00000 5025.00| 1600.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-02800 4.000 EACH| 875.00000 3500.00| 1050.00000 4200.00| 1020.00000 4080.00 GUARDRAIL TRANSITION, TGT | | | 0024 601-06037 1.000 EACH| 640.00000 640.00| 630.00000 630.00| 612.00000 612.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 70.490 m | 33.00000 2326.17| 36.00000 2537.64| 33.00000 2326.17 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 12.000 EACH| 8.00000 96.00| 8.35000 100.20| 7.00000 84.00 BARRIER DELINEATOR | | | 0027 610-06257 140.700 m2 | 63.50000 8934.45| 78.00000 10974.60| 60.00000 8442.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 611-06497 1.000 EACH| 165.00000 165.00| 110.25000 110.25| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 8.000 EACH| 120.00000 960.00| 99.75000 798.00| 95.00000 760.00 RIGHT OF WAY MARKER | | | 0030 616-02320 264.500 m2 | 3.00000 793.50| 2.50000 661.25| 4.25000 1124.13 GEOTEXTILES | | | 0031 616-06405 37.300 Mg | 24.00000 895.20| 32.50000 1212.25| 25.00000 932.50 RIPRAP, REVETMENT | | | 0032 616-06451 75.900 Mg | 24.50000 1859.55| 30.00000 2277.00| 18.00000 1366.20 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,284.66 ROUTE : SR 62 CALL ORDER : 460 CONTRACT ID : B -26345-A COUNTIES : CRAWFORD LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1134435 |(3) 35-0626844 |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 1.000 EACH| 50.00000 50.00| 750.00000 750.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1447.000 m2 | 1.25000 1808.75| 0.87000 1258.89| 1.15000 1664.05 MULCHED SEEDING, R | | | 0035 702-51005 16.500 m3 | 500.00000 8250.00| 725.00000 11962.50| 705.00000 11632.50 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51863 272.000 EACH| 10.00000 2720.00| 15.00000 4080.00| 5.30000 1441.60 FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 1842.000 kg | 1.30000 2394.60| 2.00000 3684.00| 1.25000 2302.50 REINFORCING STEEL | | | 0038 703-51032 4431.000 kg | 1.50000 6646.50| 2.25000 9969.75| 1.65000 7311.15 REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 49.400 m3 | 500.00000 24700.00| 775.00000 38285.00| 540.00000 26676.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-06347 60.900 m | 294.00000 17904.60| 293.00000 17843.70| 280.00000 17052.00 RAILING, CF-1 | | | 0041 709-51821 LUMP| 3300.00000 3300.00| 3900.00000 3900.00| 2320.00000 2320.00 SURFACE SEAL | | | 0042 715-03475 4.000 EACH| 300.00000 1200.00| 425.00000 1700.00| 400.00000 1600.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0043 715-05169 29.000 m | 77.50000 2247.50| 85.00000 2465.00| 180.00000 5220.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 715-05407 25.000 m | 6.50000 162.50| 30.00000 750.00| 27.00000 675.00 PIPE, END BENT DRAIN, 150 mm | | | 0045 724-03276 25.500 m | 200.00000 5100.00| 250.00000 6375.00| 200.00000 5100.00 EXPANSION JOINT SEALING SYSTEM | | | 0046 801-04308 2.000 EACH| 250.00000 500.00| 350.00000 700.00| 395.00000 790.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06625 18.000 EACH| 110.00000 1980.00| 89.25000 1606.50| 85.00000 1530.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 16.000 EACH| 110.00000 1760.00| 84.00000 1344.00| 80.00000 1280.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 2500.00000 2500.00| 5500.00000 5500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0050 801-07119 28.800 m | 60.00000 1728.00| 72.95000 2100.96| 70.00000 2016.00 BARRICADE, III-B | | | 0051 808-06713 420.000 m | 1.20000 504.00| 0.97000 407.40| 0.92000 386.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 420.000 m | 1.20000 504.00| 0.97000 407.40| 0.92000 386.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,284.66 ROUTE : SR 62 CALL ORDER : 460 CONTRACT ID : B -26345-A COUNTIES : CRAWFORD LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1134435 |(3) 35-0626844 |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75996 23.000 EACH| 17.50000 402.50| 15.00000 345.00| 4.00000 92.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 23.000 EACH| 70.00000 1610.00| 68.50000 1575.50| 66.00000 1518.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 241,604.32| $ 266,099.82| $ 269,873.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,604.32| $ 266,099.82| $ 269,873.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,284.66 ROUTE : SR 62 CALL ORDER : 460 CONTRACT ID : B -26345-A COUNTIES : CRAWFORD LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|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 105-06845 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 800.00000 8000.00| 1350.00000 13500.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 14600.00000 14600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 114.300 m | 12.00000 1371.60| 12.50000 1428.75| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 70000.00000 70000.00| 59000.00000 59000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 292.800 m2 | 8.00000 2342.40| 5.00000 1464.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 119.100 m3 | 28.00000 3334.80| 23.00000 2739.30| EXCAVATION, COMMON | | | 0009 203-02070 700.400 m3 | 30.00000 21012.00| 23.00000 16109.20| BORROW | | | 0010 205-06936 22.800 Mg | 50.00000 1140.00| 43.00000 980.40| TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 207.000 m | 5.15000 1066.05| 5.25000 1086.75| TEMPORARY SILT FENCE | | | 0012 211-06467 11.400 m3 | 65.00000 741.00| 50.00000 570.00| AGGREGATE FOR END BENT BACKFILL | | | 0013 211-07454 1.800 m3 | 65.00000 117.00| 60.00000 108.00| STRUCTURE BACKFILL | | | 0014 301-07448 297.200 Mg | 22.00000 6538.40| 29.00000 8618.80| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 35.700 Mg | 55.00000 1963.50| 120.00000 4284.00| HMA TYPE A, SURFACE | | | 0016 402-07435 9.500 Mg | 48.00000 456.00| 100.00000 950.00| HMA TYPE A, INTERMEDIATE | | | 0017 402-07440 70.300 Mg | 43.00000 3022.90| 98.00000 6889.40| HMA TYPE A, BASE | | | 0018 404-05511 390.500 m2 | 5.00000 1952.50| 7.00000 2733.50| SEAL COAT, 2 | | | 0019 405-05517 0.620 Mg | 400.00000 248.00| 900.00000 558.00| ASPHALT FOR PRIME COAT | | | 0020 406-05520 0.160 Mg | 500.00000 80.00| 325.00000 52.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,284.66 ROUTE : SR 62 CALL ORDER : 460 CONTRACT ID : B -26345-A COUNTIES : CRAWFORD LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01625 1.000 EACH| 1225.00000 1225.00| 1250.00000 1250.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 3.000 EACH| 1365.00000 4095.00| 1400.00000 4200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-02800 4.000 EACH| 850.00000 3400.00| 900.00000 3600.00| GUARDRAIL TRANSITION, TGT | | | 0024 601-06037 1.000 EACH| 610.00000 610.00| 623.00000 623.00| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 70.490 m | 30.00000 2114.70| 31.00000 2185.19| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 12.000 EACH| 7.95000 95.40| 10.00000 120.00| BARRIER DELINEATOR | | | 0027 610-06257 140.700 m2 | 80.00000 11256.00| 84.00000 11818.80| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 611-06497 1.000 EACH| 165.00000 165.00| 175.00000 175.00| MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 8.000 EACH| 110.00000 880.00| 140.00000 1120.00| RIGHT OF WAY MARKER | | | 0030 616-02320 264.500 m2 | 3.50000 925.75| 3.00000 793.50| GEOTEXTILES | | | 0031 616-06405 37.300 Mg | 26.00000 969.80| 35.00000 1305.50| RIPRAP, REVETMENT | | | 0032 616-06451 75.900 Mg | 27.00000 2049.30| 38.00000 2884.20| RIPRAP, UNIFORM | | | 0033 621-01004 1.000 EACH| 650.00000 650.00| 695.00000 695.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1447.000 m2 | 1.15000 1664.05| 1.25000 1808.75| MULCHED SEEDING, R | | | 0035 702-51005 16.500 m3 | 1150.00000 18975.00| 1225.00000 20212.50| CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51863 272.000 EACH| 7.00000 1904.00| 15.75000 4284.00| FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 1842.000 kg | 1.45000 2670.90| 1.80000 3315.60| REINFORCING STEEL | | | 0038 703-51032 4431.000 kg | 1.70000 7532.70| 2.00000 8862.00| REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 49.400 m3 | 750.00000 37050.00| 670.00000 33098.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,284.66 ROUTE : SR 62 CALL ORDER : 460 CONTRACT ID : B -26345-A COUNTIES : CRAWFORD LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-06347 60.900 m | 284.00000 17295.60| 310.00000 18879.00| RAILING, CF-1 | | | 0041 709-51821 LUMP| 2320.00000 2320.00| 2500.00000 2500.00| SURFACE SEAL | | | 0042 715-03475 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0043 715-05169 29.000 m | 175.00000 5075.00| 125.00000 3625.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 715-05407 25.000 m | 45.00000 1125.00| 31.00000 775.00| PIPE, END BENT DRAIN, 150 mm | | | 0045 724-03276 25.500 m | 225.00000 5737.50| 340.00000 8670.00| EXPANSION JOINT SEALING SYSTEM | | | 0046 801-04308 2.000 EACH| 354.00000 708.00| 400.00000 800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06625 18.000 EACH| 93.00000 1674.00| 90.00000 1620.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 16.000 EACH| 124.00000 1984.00| 84.00000 1344.00| CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 4500.00000 4500.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0050 801-07119 28.800 m | 33.00000 950.40| 72.00000 2073.60| BARRICADE, III-B | | | 0051 808-06713 420.000 m | 1.15000 483.00| 1.00000 420.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 420.000 m | 1.15000 483.00| 1.00000 420.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-75996 23.000 EACH| 8.37000 192.51| 8.00000 184.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 23.000 EACH| 60.00000 1380.00| 70.00000 1610.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 286,326.76| $ 292,243.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 286,326.76| $ 292,243.74| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/05/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3434006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 365,326.67 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 379,097.95 103.7695% 3 35-1212938 ATLAS EXCAVATING, INC. $ 384,826.40 105.3376% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 393,367.37 107.6755% 5 35-1523985 WIRTZ & YATES, INC. $ 397,934.73 108.9257% 6 35-1609544 SCHUTT-LOOKABILL CO $ 407,688.73 111.5956% 7 35-1386990 ISOM, JACK CONSTRUCTION CO $ 410,652.31 112.4068% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1912582 |(3) 35-1212938 |FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE, STR NO 26-34-8550, PRECAST REINFORCED CONCRETE THREE-SIDED, 1 SPAN, TOTAL LENGTH 19.8 m | | | 0001 105-06845 LUMP| 6656.00000 6656.00| 5500.00000 5500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2321.40000 6964.20| 1760.00000 5280.00| 2500.00000 7500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 4555.20000 4555.20| 19800.00000 19800.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6863.82000 6863.82| 5500.00000 5500.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 9125.64000 9125.64| 19800.00000 19800.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 1086.000 m2 | 4.32000 4691.52| 4.40000 4778.40| 2.30000 2497.80 SURFACE MILLING, ASPHALT | | | 0007 203-02000 510.000 m3 | 34.97000 17834.70| 16.50000 8415.00| 14.00000 7140.00 EXCAVATION, COMMON | | | 0008 205-06932 15.000 m | 37.44000 561.60| 55.00000 825.00| 18.00000 270.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 2.000 EACH| 84.24000 168.48| 88.00000 176.00| 100.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 75.000 m | 5.98000 448.50| 11.00000 825.00| 10.00000 750.00 TEMPORARY SILT FENCE | | | 0011 207-07500 836.000 m2 | 20.29000 16962.44| 20.35000 17012.60| 6.00000 5016.00 SUBGRADE TREATMENT, TYPE C | | | 0012 211-02050 10.000 m3 | 47.90000 479.00| 33.00000 330.00| 65.00000 650.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1912582 |(3) 35-1212938 |FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-07454 578.000 m3 | 36.13000 20883.14| 27.50000 15895.00| 28.00000 16184.00 STRUCTURE BACKFILL | | | 0014 301-07448 461.000 Mg | 18.06000 8325.66| 18.15000 8367.15| 17.00000 7837.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07433 178.000 Mg | 65.00000 11570.00| 72.60000 12922.80| 65.00000 11570.00 HMA TYPE B, SURFACE | | | 0016 402-07438 132.000 Mg | 62.40000 8236.80| 66.00000 8712.00| 62.00000 8184.00 HMA TYPE B, INTERMEDIATE | | | 0017 402-07441 414.000 Mg | 62.40000 25833.60| 68.20000 28234.80| 62.00000 25668.00 HMA TYPE B, BASE | | | 0018 405-05518 1106.000 m2 | 1.56000 1725.36| 1.65000 1824.90| 1.60000 1769.60 ASPHALT FOR PRIME COAT | | | 0019 406-05521 3071.000 m2 | 1.04000 3193.84| 1.10000 3378.10| 1.10000 3378.10 ASPHALT FOR TACK COAT | | | 0020 603-06045 46.000 m | 83.20000 3827.20| 88.00000 4048.00| 90.00000 4140.00 FENCE, CHAIN LINK, 1220 mm MODIFIED | | | 0021 605-06120 12.500 m | 57.20000 715.00| 104.50000 1306.25| 46.00000 575.00 CURB, CONCRETE | | | 0022 605-06140 49.000 m | 57.20000 2802.80| 104.50000 5120.50| 57.00000 2793.00 CURB AND GUTTER, CONCRETE | | | 0023 610-07486 57.000 Mg | 65.00000 3705.00| 72.60000 4138.20| 70.00000 3990.00 HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 1.000 EACH| 176.80000 176.80| 297.00000 297.00| 240.00000 240.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 1.000 EACH| 218.40000 218.40| 330.00000 330.00| 270.00000 270.00 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 6.000 EACH| 187.20000 1123.20| 154.00000 924.00| 130.00000 780.00 RIGHT OF WAY MARKER | | | 0027 615-06500 1.000 EACH| 644.80000 644.80| 550.00000 550.00| 520.00000 520.00 MONUMENT, A | | | 0028 615-06505 1.000 EACH| 665.60000 665.60| 550.00000 550.00| 520.00000 520.00 MONUMENT, B | | | 0029 616-02320 385.000 m2 | 2.94000 1131.90| 2.75000 1058.75| 4.10000 1578.50 GEOTEXTILES | | | 0030 616-06405 465.000 Mg | 18.79000 8737.35| 22.00000 10230.00| 21.00000 9765.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 608.40000 1216.80| 220.00000 440.00| 225.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01956 9.000 kg | 6.57000 59.13| 77.00000 693.00| 82.00000 738.00 SEED MIXTURE, LEGUME, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1912582 |(3) 35-1212938 |FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02363 400.000 m2 | 4.00000 1600.00| 1.10000 440.00| 1.70000 680.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-02770 260.000 m2 | 2.55000 663.00| 1.98000 514.80| 2.60000 676.00 EROSION CONTROL BLANKET | | | 0035 621-06548 2.000 kg | 88.40000 176.80| 27.50000 55.00| 28.00000 56.00 SEED MIXTURE, CV | | | 0036 621-06559 400.000 m2 | 1.25000 500.00| 1.76000 704.00| 2.30000 920.00 MULCHED SEEDING, R | | | 0037 621-06567 8.000 kL | 2.08000 16.64| 1.10000 8.80| 0.70000 5.60 WATER | | | 0038 621-06575 461.000 m2 | 4.63000 2134.43| 6.60000 3042.60| 6.50000 2996.50 SODDING, NURSERY | | | 0039 714-03437 88.200 m2 | 312.47000 27559.85| 443.30000 39099.06| 390.00000 34398.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0040 715-05119 18.500 m | 111.24000 2057.94| 71.50000 1322.75| 120.00000 2220.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0041 715-05149 6.500 m | 182.88000 1188.72| 82.50000 536.25| 160.00000 1040.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0042 715-05153 8.600 m | 170.73000 1468.28| 220.00000 1892.00| 280.00000 2408.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0043 715-46005 2.000 EACH| 791.42000 1582.84| 385.00000 770.00| 300.00000 600.00 PIPE END SECTION, 375 mm | | | 0044 720-44000 1.000 EACH| 463.51000 463.51| 440.00000 440.00| 300.00000 300.00 CASTING, ADJUST TO GRADE | | | 0045 720-45045 1.000 EACH| 1782.51000 1782.51| 1210.00000 1210.00| 950.00000 950.00 INLET, J10 | | | 0046 720-97130 1.000 EACH| 2345.49000 2345.49| 1760.00000 1760.00| 1030.00000 1030.00 CATCH BASIN, W8 | | | 0047 720-98174 1.000 EACH| 2302.51000 2302.51| 1760.00000 1760.00| 1400.00000 1400.00 INLET, B15 | | | 0048 723-07105 23.500 m | 5588.44000 131328.34| 5104.00000 119944.00| 6800.00000 159800.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | 0049 801-04308 5.000 EACH| 202.80000 1014.00| 132.00000 660.00| 140.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 56.000 EACH| 68.64000 3843.84| 93.50000 5236.00| 100.00000 5600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 12.000 EACH| 92.56000 1110.72| 55.00000 660.00| 65.00000 780.00 CONSTRUCTION SIGN, A | | | 0053 802-05701 9.100 m | 88.40000 804.44| 61.60000 560.56| 65.00000 591.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1912582 |(3) 35-1212938 |FOX CONTRACTORS CORP. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06712 34.000 m | 2.39000 81.26| 2.97000 100.98| 2.90000 98.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 228.000 m | 2.39000 544.92| 1.65000 376.20| 1.70000 387.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 90.000 m | 2.39000 215.10| 2.97000 267.30| 2.90000 261.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0057 801-07119 21.600 m | 20.28000 438.05| 22.00000 475.20| 21.00000 453.60 BARRICADE, III-B | | | SECTION TOTALS | $ 365,326.67| $ 379,097.95| $ 384,826.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 365,326.67| $ 379,097.95| $ 384,826.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1523985 |(6) 35-1609544 |HUNT PAVING COMPANY, INC. |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE, STR NO 26-34-8550, PRECAST REINFORCED CONCRETE THREE-SIDED, 1 SPAN, TOTAL LENGTH 19.8 m | | | 0001 105-06845 LUMP| 6195.00000 6195.00| 10000.00000 10000.00| 5290.00000 5290.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1106.83000 3320.49| 2200.00000 6600.00| 2000.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 19146.40000 19146.40| 20000.00000 20000.00| 20300.00000 20300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9008.23000 9008.23| 6000.00000 6000.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 10599.10000 10599.10| 35000.00000 35000.00| 22584.00000 22584.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 1086.000 m2 | 4.70000 5104.20| 5.00000 5430.00| 3.00000 3258.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 510.000 m3 | 25.88000 13198.80| 13.00000 6630.00| 16.00000 8160.00 EXCAVATION, COMMON | | | 0008 205-06932 15.000 m | 48.88000 733.20| 60.00000 900.00| 54.00000 810.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 2.000 EACH| 63.00000 126.00| 80.00000 160.00| 69.00000 138.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 75.000 m | 8.40000 630.00| 9.00000 675.00| 9.20000 690.00 TEMPORARY SILT FENCE | | | 0011 207-07500 836.000 m2 | 15.03000 12565.08| 7.00000 5852.00| 5.00000 4180.00 SUBGRADE TREATMENT, TYPE C | | | 0012 211-02050 10.000 m3 | 45.02000 450.20| 26.00000 260.00| 60.00000 600.00 B BORROW | | | 0013 211-07454 578.000 m3 | 45.02000 26021.56| 16.00000 9248.00| 29.00000 16762.00 STRUCTURE BACKFILL | | | 0014 301-07448 461.000 Mg | 22.07000 10174.27| 20.00000 9220.00| 21.00000 9681.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07433 178.000 Mg | 65.63000 11682.14| 70.00000 12460.00| 71.88000 12794.64 HMA TYPE B, SURFACE | | | 0016 402-07438 132.000 Mg | 63.00000 8316.00| 68.00000 8976.00| 69.00000 9108.00 HMA TYPE B, INTERMEDIATE | | | 0017 402-07441 414.000 Mg | 75.00000 31050.00| 68.00000 28152.00| 69.00000 28566.00 HMA TYPE B, BASE | | | 0018 405-05518 1106.000 m2 | 1.58000 1747.48| 1.75000 1935.50| 1.73000 1913.38 ASPHALT FOR PRIME COAT | | | 0019 406-05521 3071.000 m2 | 1.05000 3224.55| 1.30000 3992.30| 1.15000 3531.65 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1523985 |(6) 35-1609544 |HUNT PAVING COMPANY, INC. |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 603-06045 46.000 m | 57.75000 2656.50| 95.00000 4370.00| 63.25000 2909.50 FENCE, CHAIN LINK, 1220 mm MODIFIED | | | 0021 605-06120 12.500 m | 96.33000 1204.13| 98.40000 1230.00| 71.00000 887.50 CURB, CONCRETE | | | 0022 605-06140 49.000 m | 82.31000 4033.19| 66.00000 3234.00| 73.00000 3577.00 CURB AND GUTTER, CONCRETE | | | 0023 610-07486 57.000 Mg | 71.88000 4097.16| 70.00000 3990.00| 71.88000 4097.16 HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 1.000 EACH| 105.00000 105.00| 225.00000 225.00| 115.00000 115.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 1.000 EACH| 115.50000 115.50| 250.00000 250.00| 127.00000 127.00 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 6.000 EACH| 120.75000 724.50| 210.00000 1260.00| 132.00000 792.00 RIGHT OF WAY MARKER | | | 0027 615-06500 1.000 EACH| 813.75000 813.75| 800.00000 800.00| 891.00000 891.00 MONUMENT, A | | | 0028 615-06505 1.000 EACH| 813.75000 813.75| 800.00000 800.00| 891.00000 891.00 MONUMENT, B | | | 0029 616-02320 385.000 m2 | 3.31000 1274.35| 5.00000 1925.00| 2.00000 770.00 GEOTEXTILES | | | 0030 616-06405 465.000 Mg | 33.02000 15354.30| 26.00000 12090.00| 23.00000 10695.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 210.00000 420.00| 400.00000 800.00| 230.00000 460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01956 9.000 kg | 71.27000 641.43| 90.00000 810.00| 78.00000 702.00 SEED MIXTURE, LEGUME, 1 | | | 0033 621-02363 400.000 m2 | 0.92000 368.00| 1.00000 400.00| 1.01000 404.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-02770 260.000 m2 | 1.72000 447.20| 2.10000 546.00| 1.89000 491.40 EROSION CONTROL BLANKET | | | 0035 621-06548 2.000 kg | 26.25000 52.50| 30.00000 60.00| 29.00000 58.00 SEED MIXTURE, CV | | | 0036 621-06559 400.000 m2 | 1.66000 664.00| 1.75000 700.00| 1.82000 728.00 MULCHED SEEDING, R | | | 0037 621-06567 8.000 kL | 0.58000 4.64| 0.70000 5.60| 0.63000 5.04 WATER | | | 0038 621-06575 461.000 m2 | 6.65000 3065.65| 7.50000 3457.50| 6.12000 2821.32 SODDING, NURSERY | | | 0039 714-03437 88.200 m2 | 484.41000 42724.96| 680.29000 60001.58| 660.00000 58212.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1523985 |(6) 35-1609544 |HUNT PAVING COMPANY, INC. |WIRTZ & YATES, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05119 18.500 m | 81.64000 1510.34| 60.00000 1110.00| 82.94000 1534.39 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0041 715-05149 6.500 m | 151.57000 985.21| 50.00000 325.00| 74.57000 484.71 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0042 715-05153 8.600 m | 183.23000 1575.78| 113.95000 979.97| 100.00000 860.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0043 715-46005 2.000 EACH| 479.89000 959.78| 300.00000 600.00| 467.00000 934.00 PIPE END SECTION, 375 mm | | | 0044 720-44000 1.000 EACH| 522.24000 522.24| 200.00000 200.00| 350.00000 350.00 CASTING, ADJUST TO GRADE | | | 0045 720-45045 1.000 EACH| 891.29000 891.29| 1400.00000 1400.00| 1600.00000 1600.00 INLET, J10 | | | 0046 720-97130 1.000 EACH| 1589.20000 1589.20| 1500.00000 1500.00| 1400.00000 1400.00 CATCH BASIN, W8 | | | 0047 720-98174 1.000 EACH| 1036.35000 1036.35| 2000.00000 2000.00| 1600.00000 1600.00 INLET, B15 | | | 0048 723-07105 23.500 m | 5258.65000 123578.28| 4667.45000 109685.08| 5967.00000 140224.50 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | 0049 801-04308 5.000 EACH| 204.75000 1023.75| 325.00000 1625.00| 138.00000 690.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 56.000 EACH| 69.30000 3880.80| 100.00000 5600.00| 98.00000 5488.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 12.000 EACH| 93.45000 1121.40| 110.10000 1321.20| 57.00000 684.00 CONSTRUCTION SIGN, A | | | 0053 802-05701 9.100 m | 57.75000 525.53| 130.00000 1183.00| 63.25000 575.58 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 808-06712 34.000 m | 2.42000 82.28| 2.50000 85.00| 3.05000 103.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 228.000 m | 2.42000 551.76| 2.50000 570.00| 1.73000 394.44 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 90.000 m | 2.42000 217.80| 2.50000 225.00| 3.05000 274.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0057 801-07119 21.600 m | 20.48000 442.37| 50.00000 1080.00| 22.70000 490.32 BARRICADE, III-B | | | SECTION TOTALS | $ 393,367.37| $ 397,934.73| $ 407,688.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 393,367.37| $ 397,934.73| $ 407,688.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE, STR NO 26-34-8550, PRECAST REINFORCED CONCRETE THREE-SIDED, 1 SPAN, TOTAL LENGTH 19.8 m | | | 0001 105-06845 LUMP| 7800.00000 7800.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2500.00000 7500.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 21000.00000 21000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 35000.00000 35000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 1086.000 m2 | 3.50000 3801.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 510.000 m3 | 13.00000 6630.00| | EXCAVATION, COMMON | | | 0008 205-06932 15.000 m | 25.00000 375.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 2.000 EACH| 300.00000 600.00| | TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 75.000 m | 13.00000 975.00| | TEMPORARY SILT FENCE | | | 0011 207-07500 836.000 m2 | 8.00000 6688.00| | SUBGRADE TREATMENT, TYPE C | | | 0012 211-02050 10.000 m3 | 45.00000 450.00| | B BORROW | | | 0013 211-07454 578.000 m3 | 25.55000 14767.90| | STRUCTURE BACKFILL | | | 0014 301-07448 461.000 Mg | 20.11000 9270.71| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07433 178.000 Mg | 74.00000 13172.00| | HMA TYPE B, SURFACE | | | 0016 402-07438 132.000 Mg | 70.00000 9240.00| | HMA TYPE B, INTERMEDIATE | | | 0017 402-07441 414.000 Mg | 69.00000 28566.00| | HMA TYPE B, BASE | | | 0018 405-05518 1106.000 m2 | 2.00000 2212.00| | ASPHALT FOR PRIME COAT | | | 0019 406-05521 3071.000 m2 | 1.50000 4606.50| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 603-06045 46.000 m | 75.00000 3450.00| | FENCE, CHAIN LINK, 1220 mm MODIFIED | | | 0021 605-06120 12.500 m | 55.00000 687.50| | CURB, CONCRETE | | | 0022 605-06140 49.000 m | 58.00000 2842.00| | CURB AND GUTTER, CONCRETE | | | 0023 610-07486 57.000 Mg | 74.00000 4218.00| | HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 1.000 EACH| 135.00000 135.00| | MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 1.000 EACH| 145.00000 145.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 6.000 EACH| 155.00000 930.00| | RIGHT OF WAY MARKER | | | 0027 615-06500 1.000 EACH| 1000.00000 1000.00| | MONUMENT, A | | | 0028 615-06505 1.000 EACH| 1000.00000 1000.00| | MONUMENT, B | | | 0029 616-02320 385.000 m2 | 6.00000 2310.00| | GEOTEXTILES | | | 0030 616-06405 465.000 Mg | 22.00000 10230.00| | RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01956 9.000 kg | 28.00000 252.00| | SEED MIXTURE, LEGUME, 1 | | | 0033 621-02363 400.000 m2 | 1.93000 772.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-02770 260.000 m2 | 6.50000 1690.00| | EROSION CONTROL BLANKET | | | 0035 621-06548 2.000 kg | 55.00000 110.00| | SEED MIXTURE, CV | | | 0036 621-06559 400.000 m2 | 1.93000 772.00| | MULCHED SEEDING, R | | | 0037 621-06567 8.000 kL | 1.00000 8.00| | WATER | | | 0038 621-06575 461.000 m2 | 6.50000 2996.50| | SODDING, NURSERY | | | 0039 714-03437 88.200 m2 | 550.00000 48510.00| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 480 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 434,550.77 ROUTE : SR 26 CALL ORDER : 480 CONTRACT ID : B -26464-A COUNTIES : HOWARD LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-05119 18.500 m | 60.00000 1110.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0041 715-05149 6.500 m | 82.00000 533.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0042 715-05153 8.600 m | 58.00000 498.80| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0043 715-46005 2.000 EACH| 225.00000 450.00| | PIPE END SECTION, 375 mm | | | 0044 720-44000 1.000 EACH| 1200.00000 1200.00| | CASTING, ADJUST TO GRADE | | | 0045 720-45045 1.000 EACH| 1200.00000 1200.00| | INLET, J10 | | | 0046 720-97130 1.000 EACH| 1775.00000 1775.00| | CATCH BASIN, W8 | | | 0047 720-98174 1.000 EACH| 1650.00000 1650.00| | INLET, B15 | | | 0048 723-07105 23.500 m | 5500.00000 129250.00| | STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | 0049 801-04308 5.000 EACH| 200.00000 1000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 56.000 EACH| 125.00000 7000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 12.000 EACH| 95.00000 1140.00| | CONSTRUCTION SIGN, A | | | 0053 802-05701 9.100 m | 80.00000 728.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 808-06712 34.000 m | 3.75000 127.50| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0055 808-06713 228.000 m | 2.10000 478.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 90.000 m | 3.75000 337.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0057 801-07119 21.600 m | 26.00000 561.60| | BARRICADE, III-B | | | SECTION TOTALS | $ 410,652.31| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 410,652.31| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 150 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753039 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 6,710,711.70 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 6,987,146.92 104.1193% 3 35-1145629 KOESTER EQUIPMENT, INC. & SUB $ 7,473,000.00 111.3592% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 7,473,152.88 111.3615% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 7,780,409.77 115.9401% 6 35-1875662 CRIDER & CRIDER, INC. $ 8,858,563.57 132.0063% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1145629 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 59216.00000 59216.00| 20600.00000 20600.00| 52000.00000 52000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1372.00000 16464.00| 2100.00000 25200.00| 1600.00000 19200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 268520.00000 268520.00| 349000.00000 349000.00| 315704.22000 315704.22 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7350.00000 7350.00| 6900.00000 6900.00| 7300.00000 7300.00 CLEARING RIGHT OF WAY | | | 0005 203-02055 340633.000 m3 | 3.56000 1212653.48| 4.30000 1464721.90| 3.70000 1260342.10 EMBANKMENT | | | 0006 204-02290 14.000 EACH| 1000.00000 14000.00| 285.00000 3990.00| 1000.00000 14000.00 SETTLEMENT PLATE | | | 0007 204-02295 22.000 EACH| 2500.00000 55000.00| 1150.00000 25300.00| 1125.00000 24750.00 PIEZOMETER | | | 0008 205-06931 98.800 Mg | 19.60000 1936.48| 29.00000 2865.20| 25.50000 2519.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06933 5.000 EACH| 98.00000 490.00| 135.00000 675.00| 50.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 206-51230 171.400 m3 | 24.50000 4199.30| 13.70000 2348.18| 34.85000 5973.29 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 206-94483 65.600 m2 | 306.75000 20122.80| 84.00000 5510.40| 338.00000 22172.80 SHEET PILING, STEEL, S 2.4 | | | 0012 207-07498 162.000 m2 | 19.60000 3175.20| 18.00000 2916.00| 13.00000 2106.00 SUBGRADE TREATMENT, TYPE A | | | 0013 211-02050 39073.500 m3 | 12.31000 480994.79| 13.90000 543121.65| 16.70000 652527.45 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1145629 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-06467 58.800 m3 | 24.50000 1440.60| 43.00000 2528.40| 36.00000 2116.80 AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 39467.800 m3 | 12.57000 496110.25| 13.90000 548602.42| 16.70000 659112.26 STRUCTURE BACKFILL | | | 0016 301-07448 270.000 Mg | 19.60000 5292.00| 18.00000 4860.00| 24.15000 6520.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-06464 72.000 m3 | 29.40000 2116.80| 56.00000 4032.00| 71.00000 5112.00 SUBBASE FOR PCCP | | | 0018 402-07432 48.900 Mg | 102.00000 4987.80| 95.00000 4645.50| 97.50000 4767.75 HMA TYPE A, SURFACE | | | 0019 402-07433 14.200 Mg | 117.30000 1665.66| 95.00000 1349.00| 97.50000 1384.50 HMA TYPE B, SURFACE | | | 0020 402-07438 23.800 Mg | 117.30000 2791.74| 67.00000 1594.60| 68.70000 1635.06 HMA TYPE B, INTERMEDIATE | | | 0021 402-07440 81.400 Mg | 117.30000 9548.22| 67.00000 5453.80| 68.70000 5592.18 HMA TYPE A, BASE | | | 0022 404-05511 542.900 m2 | 10.20000 5537.58| 5.60000 3040.24| 5.75000 3121.68 SEAL COAT, 2 | | | 0023 405-05517 1.100 Mg | 561.00000 617.10| 1000.00000 1100.00| 1025.00000 1127.50 ASPHALT FOR PRIME COAT | | | 0024 406-05520 0.200 Mg | 214.20000 42.84| 400.00000 80.00| 410.00000 82.00 ASPHALT FOR TACK COAT | | | 0025 602-06729 24.000 EACH| 15.00000 360.00| 9.00000 216.00| 7.20000 172.80 BARRIER DELINEATOR | | | 0026 603-06045 164.800 m | 42.23000 6959.50| 43.69000 7200.11| 42.50000 7004.00 FENCE, CHAIN LINK, 1220 mm | | | 0027 607-06340 1849.800 m | 71.05000 131428.29| 64.00000 118387.20| 64.50000 119312.10 PAVED SIDE DITCH, B | | | 0028 608-05741 357488.000 m | 1.15000 411111.20| 1.25000 446860.00| 1.04000 371787.52 WICK DRAIN | | | 0029 608-96298 14901.000 m3 | 11.00000 163911.00| 11.25000 167636.25| 13.85000 206378.85 SAND DRAIN BLANKET | | | 0030 610-06259 322.800 m2 | 63.70000 20562.36| 63.00000 20336.40| 82.00000 26469.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 615-06490 3.000 EACH| 108.12000 324.36| 98.00000 294.00| 110.00000 330.00 RIGHT OF WAY MARKER | | | 0032 615-06510 7.000 EACH| 413.10000 2891.70| 435.00000 3045.00| 415.00000 2905.00 MONUMENT, C | | | 0033 616-02320 4075.600 m2 | 1.96000 7988.18| 1.75000 7132.30| 2.80000 11411.68 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1145629 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06405 2984.900 Mg | 17.89000 53399.86| 22.40000 66861.76| 17.35000 51788.02 RIPRAP, REVETMENT | | | 0035 621-01004 4.000 EACH| 588.00000 2352.00| 500.00000 2000.00| 3500.00000 14000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 8.000 Mg | 539.00000 4312.00| 360.00000 2880.00| 1140.00000 9120.00 FERTILIZER | | | 0037 621-06553 1686.200 kg | 6.71000 11314.40| 4.20000 7082.04| 7.00000 11803.40 SEED MIXTURE, R | | | 0038 621-06565 40.100 Mg | 441.00000 17684.10| 220.00000 8822.00| 79.40000 3183.94 MULCHING MATERIAL | | | 0039 621-06567 5.900 kL | 1.00000 5.90| 15.00000 88.50| 500.00000 2950.00 WATER | | | 0040 621-06574 321.600 m2 | 4.90000 1575.84| 4.00000 1286.40| 5.75000 1849.20 SODDING | | | 0041 701-01849 685.200 m | 143.00000 97983.60| 110.00000 75372.00| 102.50000 70233.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0042 701-06011 4.000 EACH| 5390.00000 21560.00| 2600.00000 10400.00| 1025.00000 4100.00 DYNAMIC PILE LOAD TEST | | | 0043 701-98647 1122.000 m | 80.85000 90713.70| 83.00000 93126.00| 98.00000 109956.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0044 702-51005 298.400 m3 | 490.00000 146216.00| 450.00000 134280.00| 477.00000 142336.80 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 73.000 m3 | 480.00000 35040.00| 400.00000 29200.00| 512.00000 37376.00 CONCRETE, B, FOOTINGS | | | 0046 703-51030 52652.000 kg | 1.32000 69500.64| 1.08000 56864.16| 1.20000 63182.40 REINFORCING STEEL | | | 0047 703-51032 68792.000 kg | 1.42000 97684.64| 1.25000 85990.00| 1.35000 92869.20 REINFORCING STEEL, EPOXY COATED | | | 0048 703-90512 272.000 EACH| 14.70000 3998.40| 40.00000 10880.00| 45.00000 12240.00 THREADED BAR SPLICE | | | 0049 704-51002 456.600 m3 | 529.20000 241632.72| 440.00000 200904.00| 610.00000 278526.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-01268 1828.300 m | 206.04000 376702.93| 188.00000 343720.40| 207.00000 378458.10 HANDRAIL, ALUMINUM | | | 0051 706-05732 4.000 EACH| 1224.00000 4896.00| 1200.00000 4800.00| 2050.00000 8200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 59.400 m3 | 350.00000 20790.00| 378.00000 22453.20| 666.00000 39560.40 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1145629 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 707-05984 658.400 m | 259.00000 170525.60| 272.00000 179084.80| 307.00000 202128.80 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0054 709-51821 LUMP| 9621.00000 9621.00| 8550.00000 8550.00| 10150.00000 10150.00 SURFACE SEAL | | | 0055 713-91028 LUMP| 74850.00000 74850.00| 104000.00000 104000.00| 103000.00000 103000.00 TEMPORARY RUNAROUND | | | 0056 714-07112 96.000 m | 2021.25000 194040.00| 2300.00000 220800.00| 2200.00000 211200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1200 mm | | | 0057 714-26725 60.000 m | 1680.70000 100842.00| 1885.00000 113100.00| 1720.00000 103200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0058 714-93641 89.000 m | 784.00000 69776.00| 700.00000 62300.00| 755.00000 67195.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0059 715-02399 1.000 EACH| 1764.00000 1764.00| 1625.00000 1625.00| 1610.00000 1610.00 SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0060 715-02628 1.000 EACH| 392.00000 392.00| 270.00000 270.00| 335.20000 335.20 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0061 715-03475 1.000 EACH| 392.00000 392.00| 240.00000 240.00| 305.00000 305.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0062 715-05048 1853.000 m | 9.80000 18159.40| 14.00000 25942.00| 6.50000 12044.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0063 715-05149 30.000 m | 49.00000 1470.00| 100.00000 3000.00| 63.00000 1890.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0064 715-05151 70.100 m | 53.90000 3778.39| 68.00000 4766.80| 76.00000 5327.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0065 715-05152 146.400 m | 63.70000 9325.68| 73.00000 10687.20| 164.00000 24009.60 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0066 715-05218 101.400 m | 64.68000 6558.55| 55.00000 5577.00| 70.00000 7098.00 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0067 715-05407 78.000 m | 29.40000 2293.20| 43.00000 3354.00| 51.25000 3997.50 PIPE, END BENT DRAIN, 150 mm | | | 0068 715-05890 3.100 m | 735.00000 2278.50| 270.00000 837.00| 397.00000 1230.70 PIPE EXTENSION, CIRCULAR, 1050 mm | | | 0069 715-46005 11.000 EACH| 205.80000 2263.80| 160.00000 1760.00| 225.00000 2475.00 PIPE END SECTION, 375 mm | | | 0070 720-45069 3.000 EACH| 1617.00000 4851.00| 1650.00000 4950.00| 1640.00000 4920.00 INLET, P12 | | | 0071 720-45075 4.000 EACH| 1274.00000 5096.00| 1500.00000 6000.00| 1500.00000 6000.00 INLET, R13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1145629 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |KOESTER EQUIPMENT, INC. & SU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 720-45130 1.000 EACH| 1372.00000 1372.00| 1450.00000 1450.00| 1465.00000 1465.00 INLET, E7, MODIFIED | | | 0073 720-90984 9.000 EACH| 1764.00000 15876.00| 1950.00000 17550.00| 2660.00000 23940.00 MANHOLE, C2 | | | 0074 731-93945 9416.300 m2 | 86.30000 812626.69| 82.00000 772136.60| 110.00000 1035793.00 FACE PANELS, CONCRETE | | | 0075 731-93946 9416.300 m2 | 41.62000 391906.41| 45.25000 426087.58| 41.00000 386068.30 WALL ERECTION | | | 0076 731-93947 1863.800 m | 45.82000 85399.32| 28.00000 52186.40| 54.50000 101577.10 LEVELING PAD, CONCRETE | | | 0077 801-06640 5.000 EACH| 153.00000 765.00| 125.00000 625.00| 460.00000 2300.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 2.000 EACH| 76.50000 153.00| 40.00000 80.00| 77.00000 154.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 6000.00000 6000.00| 1100.00000 1100.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0080 808-06713 216.700 m | 2.00000 433.40| 0.92000 199.36| 2.00000 433.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 365.400 m | 2.00000 730.80| 0.92000 336.17| 2.00000 730.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 6,710,711.70| $ 6,987,146.92| $ 7,473,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,710,711.70| $ 6,987,146.92| $ 7,473,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 |(6) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 40200.00000 40200.00| 25000.00000 25000.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1650.00000 19800.00| 3000.00000 36000.00| 1700.00000 20400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 371254.00000 371254.00| 380000.00000 380000.00| 450000.00000 450000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5900.00000 5900.00| 900.00000 900.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 203-02055 340633.000 m3 | 3.70000 1260342.10| 4.00000 1362532.00| 4.45000 1515816.85 EMBANKMENT | | | 0006 204-02290 14.000 EACH| 1905.00000 26670.00| 1905.00000 26670.00| 2200.00000 30800.00 SETTLEMENT PLATE | | | 0007 204-02295 22.000 EACH| 1405.00000 30910.00| 1400.00000 30800.00| 4400.00000 96800.00 PIEZOMETER | | | 0008 205-06931 98.800 Mg | 40.80000 4031.04| 40.80000 4031.04| 25.00000 2470.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06933 5.000 EACH| 60.00000 300.00| 80.00000 400.00| 82.00000 410.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 206-51230 171.400 m3 | 12.30000 2108.22| 45.00000 7713.00| 51.00000 8741.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 206-94483 65.600 m2 | 218.00000 14300.80| 200.00000 13120.00| 510.00000 33456.00 SHEET PILING, STEEL, S 2.4 | | | 0012 207-07498 162.000 m2 | 21.50000 3483.00| 21.50000 3483.00| 22.00000 3564.00 SUBGRADE TREATMENT, TYPE A | | | 0013 211-02050 39073.500 m3 | 16.23000 634162.91| 18.00000 703323.00| 18.50000 722859.75 B BORROW | | | 0014 211-06467 58.800 m3 | 39.20000 2304.96| 70.00000 4116.00| 61.50000 3616.20 AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 39467.800 m3 | 16.09000 635036.90| 18.00000 710420.40| 19.00000 749888.20 STRUCTURE BACKFILL | | | 0016 301-07448 270.000 Mg | 26.65000 7195.50| 24.00000 6480.00| 25.00000 6750.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-06464 72.000 m3 | 44.96000 3237.12| 75.00000 5400.00| 72.00000 5184.00 SUBBASE FOR PCCP | | | 0018 402-07432 48.900 Mg | 95.00000 4645.50| 72.00000 3520.80| 103.00000 5036.70 HMA TYPE A, SURFACE | | | 0019 402-07433 14.200 Mg | 95.00000 1349.00| 72.00000 1022.40| 120.00000 1704.00 HMA TYPE B, SURFACE | | | 0020 402-07438 23.800 Mg | 67.00000 1594.60| 66.00000 1570.80| 120.00000 2856.00 HMA TYPE B, INTERMEDIATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 |(6) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07440 81.400 Mg | 67.00000 5453.80| 72.00000 5860.80| 120.00000 9768.00 HMA TYPE A, BASE | | | 0022 404-05511 542.900 m2 | 5.60000 3040.24| 7.00000 3800.30| 10.50000 5700.45 SEAL COAT, 2 | | | 0023 405-05517 1.100 Mg | 1000.00000 1100.00| 800.00000 880.00| 560.00000 616.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 0.200 Mg | 400.00000 80.00| 250.00000 50.00| 215.00000 43.00 ASPHALT FOR TACK COAT | | | 0025 602-06729 24.000 EACH| 7.00000 168.00| 8.00000 192.00| 21.00000 504.00 BARRIER DELINEATOR | | | 0026 603-06045 164.800 m | 41.40000 6822.72| 41.40000 6822.72| 43.00000 7086.40 FENCE, CHAIN LINK, 1220 mm | | | 0027 607-06340 1849.800 m | 46.95000 86848.11| 34.00000 62893.20| 65.00000 120237.00 PAVED SIDE DITCH, B | | | 0028 608-05741 357488.000 m | 1.19000 425410.72| 1.02000 364637.76| 1.05000 375362.40 WICK DRAIN | | | 0029 608-96298 14901.000 m3 | 12.30000 183282.30| 12.25000 182537.25| 14.00000 208614.00 SAND DRAIN BLANKET | | | 0030 610-06259 322.800 m2 | 63.00000 20336.40| 85.00000 27438.00| 93.00000 30020.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 615-06490 3.000 EACH| 106.00000 318.00| 106.00000 318.00| 110.00000 330.00 RIGHT OF WAY MARKER | | | 0032 615-06510 7.000 EACH| 405.00000 2835.00| 405.00000 2835.00| 415.00000 2905.00 MONUMENT, C | | | 0033 616-02320 4075.600 m2 | 2.28000 9292.37| 2.25000 9170.10| 2.40000 9781.44 GEOTEXTILES | | | 0034 616-06405 2984.900 Mg | 22.50000 67160.25| 22.50000 67160.25| 25.00000 74622.50 RIPRAP, REVETMENT | | | 0035 621-01004 4.000 EACH| 400.00000 1600.00| 650.00000 2600.00| 665.00000 2660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 8.000 Mg | 425.00000 3400.00| 545.00000 4360.00| 560.00000 4480.00 FERTILIZER | | | 0037 621-06553 1686.200 kg | 6.05000 10201.51| 7.35000 12393.57| 7.50000 12646.50 SEED MIXTURE, R | | | 0038 621-06565 40.100 Mg | 425.00000 17042.50| 440.00000 17644.00| 450.00000 18045.00 MULCHING MATERIAL | | | 0039 621-06567 5.900 kL | 138.98000 819.98| 1.00000 5.90| 1.00000 5.90 WATER | | | 0040 621-06574 321.600 m2 | 3.54000 1138.46| 4.80000 1543.68| 5.00000 1608.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 |(6) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 701-01849 685.200 m | 129.16000 88500.43| 110.00000 75372.00| 180.00000 123336.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0042 701-06011 4.000 EACH| 2541.00000 10164.00| 900.00000 3600.00| 4600.00000 18400.00 DYNAMIC PILE LOAD TEST | | | 0043 701-98647 1122.000 m | 108.00000 121176.00| 100.00000 112200.00| 180.00000 201960.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0044 702-51005 298.400 m3 | 398.00000 118763.20| 500.00000 149200.00| 720.00000 214848.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 73.000 m3 | 263.00000 19199.00| 300.00000 21900.00| 615.00000 44895.00 CONCRETE, B, FOOTINGS | | | 0046 703-51030 52652.000 kg | 1.26000 66341.52| 1.30000 68447.60| 1.45000 76345.40 REINFORCING STEEL | | | 0047 703-51032 68792.000 kg | 1.37000 94245.04| 1.45000 99748.40| 1.55000 106627.60 REINFORCING STEEL, EPOXY COATED | | | 0048 703-90512 272.000 EACH| 22.00000 5984.00| 30.00000 8160.00| 51.00000 13872.00 THREADED BAR SPLICE | | | 0049 704-51002 456.600 m3 | 562.00000 256609.20| 525.00000 239715.00| 820.00000 374412.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-01268 1828.300 m | 202.00000 369316.60| 202.00000 369316.60| 207.00000 378458.10 HANDRAIL, ALUMINUM | | | 0051 706-05732 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1540.00000 6160.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0052 706-51020 59.400 m3 | 378.00000 22453.20| 450.00000 26730.00| 540.00000 32076.00 CONCRETE, C, RAILING | | | 0053 707-05984 658.400 m | 269.00000 177109.60| 300.00000 197520.00| 475.00000 312740.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0054 709-51821 LUMP| 8550.00000 8550.00| 8550.00000 8550.00| 8700.00000 8700.00 SURFACE SEAL | | | 0055 713-91028 LUMP| 126659.00000 126659.00| 46000.00000 46000.00| 140000.00000 140000.00 TEMPORARY RUNAROUND | | | 0056 714-07112 96.000 m | 2516.00000 241536.00| 2615.00000 251040.00| 2250.00000 216000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1200 mm | | | 0057 714-26725 60.000 m | 2010.00000 120600.00| 2110.00000 126600.00| 2100.00000 126000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0058 714-93641 89.000 m | 880.00000 78320.00| 860.00000 76540.00| 650.00000 57850.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 |(6) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-02399 1.000 EACH| 1804.00000 1804.00| 1804.00000 1804.00| 2100.00000 2100.00 SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0060 715-02628 1.000 EACH| 315.00000 315.00| 315.30000 315.30| 400.00000 400.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0061 715-03475 1.000 EACH| 280.00000 280.00| 280.30000 280.30| 365.00000 365.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0062 715-05048 1853.000 m | 8.80000 16306.40| 8.00000 14824.00| 5.00000 9265.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0063 715-05149 30.000 m | 102.45000 3073.50| 102.45000 3073.50| 100.00000 3000.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0064 715-05151 70.100 m | 92.70000 6498.27| 92.70000 6498.27| 110.00000 7711.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0065 715-05152 146.400 m | 69.10000 10116.24| 69.10000 10116.24| 65.00000 9516.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0066 715-05218 101.400 m | 67.35000 6829.29| 67.35000 6829.29| 60.00000 6084.00 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0067 715-05407 78.000 m | 11.00000 858.00| 35.00000 2730.00| 61.00000 4758.00 PIPE, END BENT DRAIN, 150 mm | | | 0068 715-05890 3.100 m | 2.72000 8.43| 272.00000 843.20| 260.00000 806.00 PIPE EXTENSION, CIRCULAR, 1050 mm | | | 0069 715-46005 11.000 EACH| 211.00000 2321.00| 211.00000 2321.00| 375.00000 4125.00 PIPE END SECTION, 375 mm | | | 0070 720-45069 3.000 EACH| 1495.00000 4485.00| 1495.00000 4485.00| 1900.00000 5700.00 INLET, P12 | | | 0071 720-45075 4.000 EACH| 1360.00000 5440.00| 1360.00000 5440.00| 1750.00000 7000.00 INLET, R13 | | | 0072 720-45130 1.000 EACH| 1275.00000 1275.00| 1275.00000 1275.00| 1700.00000 1700.00 INLET, E7, MODIFIED | | | 0073 720-90984 9.000 EACH| 2275.00000 20475.00| 2275.00000 20475.00| 2900.00000 26100.00 MANHOLE, C2 | | | 0074 731-93945 9416.300 m2 | 112.26000 1057073.84| 120.00000 1129956.00| 117.00000 1101707.10 FACE PANELS, CONCRETE | | | 0075 731-93946 9416.300 m2 | 44.35000 417612.91| 50.00000 470815.00| 46.00000 433149.80 WALL ERECTION | | | 0076 731-93947 1863.800 m | 34.07000 63499.67| 55.00000 102509.00| 51.00000 95053.80 LEVELING PAD, CONCRETE | | | 0077 801-06640 5.000 EACH| 125.00000 625.00| 450.00000 2250.00| 155.00000 775.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 2.000 EACH| 40.00000 80.00| 75.00000 150.00| 80.00000 160.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 8138.00000 8138.00| 7000.00000 7000.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 490 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,527,856.00 ROUTE : NUS 231 CALL ORDER : 490 CONTRACT ID : B -26474-B COUNTIES : SPENCER LETTING DATE : 01/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 |(6) 35-1875662 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-06713 216.700 m | 0.92000 199.36| 1.95000 422.57| 1.75000 379.23 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 365.400 m | 0.92000 336.17| 1.95000 712.53| 1.75000 639.45 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 7,473,152.88| $ 7,780,409.77| $ 8,858,563.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,473,152.88| $ 7,780,409.77| $ 8,858,563.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/03 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-65 CALL ORDER : 500 CONTRACT ID : B -26716-A COUNTIES : LAKE LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 101,764.60 100.0000% 2 31-1028573 CIVIL CONSTRUCTION, INC. $ 102,532.64 100.7547% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 158,763.00 156.0100% ====================================================================================================================================