INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2495009 2497008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,155,374.98 100.0000% 2 35-1057237 R L MCCOY INC $ 1,294,535.90 112.0446% 3 35-1374866 PRIMCO, INC. $ 1,298,237.63 112.3650% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,323,912.49 114.5872% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,361,507.27 117.8411% 6 35-1058755 BAKER & SCHULTZ, INC. $ 1,428,426.65 123.6331% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-1374866 |ERBER & MILLIGAN CONSTR. CO.|R L MCCOY INC |PRIMCO, 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| 7834.50000 7834.50| 18000.00000 18000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1200.00000 13200.00| 2400.00000 26400.00| 1750.00000 19250.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 56000.00000 56000.00| 64700.00000 64700.00| 64911.85000 64911.85 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 293.000 m2 | 18.50000 5420.50| 16.00000 4688.00| 30.00000 8790.00 PAVEMENT REMOVAL | | | 0005 202-02241 553.625 m | 5.50000 3044.94| 6.00000 3321.75| 5.30000 2934.21 GUARDRAIL, REMOVE | | | 0006 202-02272 36.000 m | 15.00000 540.00| 38.00000 1368.00| 32.00000 1152.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-02276 2.000 EACH| 200.00000 400.00| 300.00000 600.00| 565.00000 1130.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-51328 LUMP| 105000.00000 105000.00| 80000.00000 80000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-51328 LUMP| 85000.00000 85000.00| 120000.00000 120000.00| 76187.11000 76187.11 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0010 202-51368 655.000 m2 | 7.50000 4912.50| 15.00000 9825.00| 10.00000 6550.00 SLOPEWALL, REMOVE | | | 0011 202-51822 350.000 m2 | 5.80000 2030.00| 14.00000 4900.00| 12.43000 4350.50 BRIDGE DECK OVERLAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-1374866 |ERBER & MILLIGAN CONSTR. CO.|R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-62420 120.000 m | 5.50000 660.00| 6.00000 720.00| 5.00000 600.00 BRIDGE RAILING, REMOVE | | | 0013 202-95027 2.000 EACH| 350.00000 700.00| 400.00000 800.00| 20.00000 40.00 IMPACT ATTENUATOR, REMOVE | | | 0014 203-02000 1434.000 m3 | 10.00000 14340.00| 12.00000 17208.00| 14.00000 20076.00 EXCAVATION, COMMON | | | 0015 203-02070 4133.500 m3 | 3.00000 12400.50| 16.00000 66136.00| 11.00000 45468.50 BORROW | | | 0016 211-06467 34.000 m3 | 27.50000 935.00| 34.00000 1156.00| 125.00000 4250.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 213-52830 3.000 m3 | 100.00000 300.00| 150.00000 450.00| 185.00000 555.00 FLOWABLE MORTAR | | | 0018 301-07448 712.900 Mg | 24.00000 17109.60| 25.00000 17822.50| 35.00000 24951.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 62.000 Mg | 24.00000 1488.00| 25.00000 1550.00| 35.00000 2170.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 306-08043 467.000 m2 | 5.50000 2568.50| 7.00000 3269.00| 10.00000 4670.00 MILLING, TRANSITION | | | 0021 406-05521 1521.000 m2 | 1.10000 1673.10| 1.00000 1521.00| 1.00000 1521.00 ASPHALT FOR TACK COAT | | | 0022 502-06329 98.000 m2 | 60.00000 5880.00| 65.00000 6370.00| 70.00000 6860.00 PCCP, 300 mm | | | 0023 503-05310 16.000 m | 275.00000 4400.00| 300.00000 4800.00| 500.00000 8000.00 TERMINAL JOINT | | | 0024 601-01128 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1000.00000 4000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-01522 4.000 EACH| 1550.00000 6200.00| 1475.00000 5900.00| 1475.00000 5900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 4.000 EACH| 1650.00000 6600.00| 1575.00000 6300.00| 1575.00000 6300.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01846 1.000 EACH| 1500.00000 1500.00| 1440.00000 1440.00| 1440.00000 1440.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-07024 2.000 EACH| 4500.00000 9000.00| 8000.00000 16000.00| 8000.00000 16000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0029 601-94689 3.000 EACH| 2250.00000 6750.00| 1975.00000 5925.00| 1975.00000 5925.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-1374866 |ERBER & MILLIGAN CONSTR. CO.|R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-99105 565.753 m | 42.00000 23761.63| 40.00000 22630.12| 40.00000 22630.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06639 168.000 m | 48.00000 8064.00| 52.00000 8736.00| 45.00000 7560.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 602-06646 282.000 m | 46.50000 13113.00| 48.00000 13536.00| 41.00000 11562.00 TEMPORARY CONCRETE BARRIER | | | 0034 602-06729 40.000 EACH| 7.50000 300.00| 10.00000 400.00| 9.60000 384.00 BARRIER DELINEATOR | | | 0035 609-06257 170.000 m2 | 60.00000 10200.00| 69.00000 11730.00| 75.00000 12750.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 609-06259 206.000 m2 | 67.00000 13802.00| 78.00000 16068.00| 78.00000 16068.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 610-07487 728.300 Mg | 70.00000 50981.00| 63.66000 46363.58| 63.66000 46363.58 HMA FOR APPROACHES, TYPE B | | | 0038 616-02320 1502.500 m2 | 3.00000 4507.50| 3.00000 4507.50| 2.75000 4131.88 GEOTEXTILES | | | 0039 616-05688 1805.900 Mg | 27.50000 49662.25| 38.00000 68624.20| 36.55000 66005.65 RIPRAP, CLASS 1 | | | 0040 616-06405 349.000 Mg | 22.80000 7957.20| 27.00000 9423.00| 21.50000 7503.50 RIPRAP, REVETMENT | | | 0041 616-95754 48.000 m | 5.00000 240.00| 18.00000 864.00| 16.00000 768.00 PAVED SIDE DITCH, BREAK | | | 0042 619-51859 LUMP| 20000.00000 20000.00| 12000.00000 12000.00| 10950.00000 10950.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0043 619-61000 LUMP| 27000.00000 27000.00| 35000.00000 35000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0044 619-93423 LUMP| 5500.00000 5500.00| 1500.00000 1500.00| 1000.00000 1000.00 POLLUTION CONTROL , STR. NO. 2 | | | 0045 621-01004 3.000 EACH| 650.00000 1950.00| 625.00000 1875.00| 625.00000 1875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06559 200.000 m2 | 2.00000 400.00| 2.46000 492.00| 2.46000 492.00 MULCHED SEEDING, R | | | 0047 621-06567 1.400 kL | 1.00000 1.40| 2.00000 2.80| 2.00000 2.80 WATER | | | 0048 621-06574 168.000 m2 | 7.50000 1260.00| 11.90000 1999.20| 11.90000 1999.20 SODDING | | | 0049 701-51195 69.800 m | 120.00000 8376.00| 110.00000 7678.00| 149.00000 10400.20 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-1374866 |ERBER & MILLIGAN CONSTR. CO.|R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 701-51210 13.400 m | 500.00000 6700.00| 130.00000 1742.00| 250.00000 3350.00 PILE ENCASEMENT, CONCRETE | | | 0051 701-91792 8.000 EACH| 120.00000 960.00| 100.00000 800.00| 125.00000 1000.00 PILE TIP, STEEL H | | | 0052 701-93076 7.200 m | 1500.00000 10800.00| 2850.00000 20520.00| 2400.00000 17280.00 CORED HOLE IN ROCK, 305 mm | | | 0053 702-51005 40.400 m3 | 500.00000 20200.00| 975.00000 39390.00| 795.00000 32118.00 CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51110 696.800 kg | 8.00000 5574.40| 9.00000 6271.20| 5.50000 3832.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 702-51863 508.000 EACH| 7.00000 3556.00| 9.00000 4572.00| 9.00000 4572.00 FIELD DRILLED HOLE IN CONCRETE | | | 0056 703-01540 27.000 EACH| 10.00000 270.00| 9.00000 243.00| 16.00000 432.00 THREADED TIE BAR ASSEMBLY | | | 0057 703-03622 716.000 EACH| 10.00000 7160.00| 12.00000 8592.00| 12.00000 8592.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0058 703-51030 2982.000 kg | 1.48000 4413.36| 1.45000 4323.90| 2.45000 7305.90 REINFORCING STEEL | | | 0059 703-51032 33160.000 kg | 1.60000 53056.00| 1.50000 49740.00| 2.00000 66320.00 REINFORCING STEEL, EPOXY COATED | | | 0060 703-96177 9822.000 kg | 1.60000 15715.20| 1.50000 14733.00| 2.00000 19644.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0061 703-97936 100.000 EACH| 12.50000 1250.00| 12.00000 1200.00| 17.00000 1700.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0062 704-51002 215.800 m3 | 450.00000 97110.00| 500.00000 107900.00| 695.00000 149981.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-05733 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0065 706-51020 29.100 m3 | 450.00000 13095.00| 515.00000 14986.50| 600.00000 17460.00 CONCRETE, C, RAILING | | | 0066 706-51025 88.200 m | 140.00000 12348.00| 126.65000 11170.53| 190.00000 16758.00 CONCRETE, C, RAILING | | | 0067 708-51813 10.000 m2 | 650.00000 6500.00| 600.00000 6000.00| 600.00000 6000.00 PNEUMATICALLY PLACED MORTAR | | | 0068 709-51821 LUMP| 2250.00000 2250.00| 2000.00000 2000.00| 1595.98000 1595.98 SURFACE SEAL , STR. NO. 1 | | | 0069 709-51821 LUMP| 6000.00000 6000.00| 6500.00000 6500.00| 5353.35000 5353.35 SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-1374866 |ERBER & MILLIGAN CONSTR. CO.|R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 710-51870 10.000 m2 | 650.00000 6500.00| 600.00000 6000.00| 600.00000 6000.00 REPOINTING MASONRY IN STRUCTURES | | | 0071 711-51038 LUMP| 107500.00000 107500.00| 80000.00000 80000.00| 73756.78000 73756.78 STRUCTURAL STEEL | | | 0072 711-51864 116.000 EACH| 13.00000 1508.00| 18.00000 2088.00| 16.25000 1885.00 DRILLED HOLE | | | 0073 711-51877 LUMP| 18000.00000 18000.00| 28000.00000 28000.00| 30000.00000 30000.00 JACKING AND SUPPORTING BEAMS | | | 0074 711-96800 2286.000 EACH| 2.00000 4572.00| 2.50000 5715.00| 2.00000 4572.00 STUD SHEAR CONNECTOR | | | 0075 715-05407 36.000 m | 15.00000 540.00| 35.00000 1260.00| 37.50000 1350.00 PIPE, END BENT DRAIN, 150 mm | | | 0076 715-91361 8.000 m | 25.00000 200.00| 30.00000 240.00| 34.95000 279.60 PIPE, PVC, 150 mm | | | 0077 722-51401 15.000 m2 | 200.00000 3000.00| 15.00000 225.00| 300.00000 4500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0078 722-51842 442.000 m2 | 65.00000 28730.00| 44.00000 19448.00| 65.00000 28730.00 BRIDGE DECK OVERLAY | | | 0079 722-51846 8.000 m3 | 434.50000 3476.00| 434.50000 3476.00| 434.50000 3476.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0080 722-51852 65.000 m2 | 95.00000 6175.00| 10.00000 650.00| 225.00000 14625.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0081 722-60824 350.000 m2 | 5.80000 2030.00| 6.00000 2100.00| 7.50000 2625.00 SURFACE MILLING | | | 0082 724-03276 23.200 m | 230.00000 5336.00| 150.00000 3480.00| 400.00000 9280.00 EXPANSION JOINT SEALING SYSTEM | | | 0083 726-99095 16.000 EACH| 450.00000 7200.00| 800.00000 12800.00| 305.00000 4880.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0084 801-06203 574.000 m | 1.20000 688.80| 0.30000 172.20| 0.30000 172.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0085 801-06207 2146.000 m | 3.10000 6652.60| 3.32000 7124.72| 3.32000 7124.72 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0086 801-06218 7.200 m | 25.00000 180.00| 27.75000 199.80| 27.75000 199.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0087 801-06640 17.000 EACH| 250.00000 4250.00| 225.00000 3825.00| 225.00000 3825.00 CONSTRUCTION SIGN, A | | | 0088 801-06645 2.000 EACH| 50.00000 100.00| 35.50000 71.00| 35.50000 71.00 CONSTRUCTION SIGN, B | | | 0089 801-06775 LUMP| 12500.00000 12500.00| 3500.00000 3500.00| 38184.90000 38184.90 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1057237 |(3) 35-1374866 |ERBER & MILLIGAN CONSTR. CO.|R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 801-07119 15.000 m | 60.00000 900.00| 46.40000 696.00| 46.40000 696.00 BARRICADE, III-B | | | 0091 801-53072 LUMP| 27500.00000 27500.00| 40000.00000 40000.00| 29900.00000 29900.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0092 808-06712 141.000 m | 2.00000 282.00| 1.00000 141.00| 1.00000 141.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0093 808-06713 978.000 m | 0.75000 733.50| 1.00000 978.00| 1.00000 978.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0094 808-06716 880.000 m | 1.25000 1100.00| 0.98000 862.40| 0.98000 862.40 LINE, REMOVE | | | SECTION TOTALS | $ 1,155,374.98| $ 1,294,535.90| $ 1,298,237.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,155,374.98| $ 1,294,535.90| $ 1,298,237.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 |(6) 35-1058755 |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 7900.00000 7900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1800.00000 19800.00| 1500.00000 16500.00| 2100.00000 23100.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 66000.00000 66000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 293.000 m2 | 20.00000 5860.00| 20.00000 5860.00| 23.80000 6973.40 PAVEMENT REMOVAL | | | 0005 202-02241 553.625 m | 7.00000 3875.38| 5.50000 3044.94| 5.30000 2934.21 GUARDRAIL, REMOVE | | | 0006 202-02272 36.000 m | 29.00000 1044.00| 35.00000 1260.00| 52.65000 1895.40 PAVED SIDE DITCH, REMOVE | | | 0007 202-02276 2.000 EACH| 600.00000 1200.00| 750.00000 1500.00| 313.60000 627.20 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-51328 LUMP| 60000.00000 60000.00| 45000.00000 45000.00| 157700.00000 157700.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-51328 LUMP| 90000.00000 90000.00| 75000.00000 75000.00| 166000.00000 166000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0010 202-51368 655.000 m2 | 10.00000 6550.00| 20.00000 13100.00| 51.05000 33437.75 SLOPEWALL, REMOVE | | | 0011 202-51822 350.000 m2 | 8.00000 2800.00| 20.00000 7000.00| 12.00000 4200.00 BRIDGE DECK OVERLAY, REMOVE | | | 0012 202-62420 120.000 m | 2.00000 240.00| 5.50000 660.00| 30.00000 3600.00 BRIDGE RAILING, REMOVE | | | 0013 202-95027 2.000 EACH| 200.00000 400.00| 2000.00000 4000.00| 20.00000 40.00 IMPACT ATTENUATOR, REMOVE | | | 0014 203-02000 1434.000 m3 | 8.00000 11472.00| 5.00000 7170.00| 11.20000 16060.80 EXCAVATION, COMMON | | | 0015 203-02070 4133.500 m3 | 12.00000 49602.00| 15.00000 62002.50| 16.10000 66549.35 BORROW | | | 0016 211-06467 34.000 m3 | 67.00000 2278.00| 50.00000 1700.00| 24.00000 816.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 213-52830 3.000 m3 | 175.00000 525.00| 140.00000 420.00| 113.00000 339.00 FLOWABLE MORTAR | | | 0018 301-07448 712.900 Mg | 22.00000 15683.80| 30.00000 21387.00| 30.00000 21387.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 |(6) 35-1058755 |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-01180 62.000 Mg | 32.00000 1984.00| 35.00000 2170.00| 30.00000 1860.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 306-08043 467.000 m2 | 6.50000 3035.50| 7.00000 3269.00| 4.30000 2008.10 MILLING, TRANSITION | | | 0021 406-05521 1521.000 m2 | 0.30000 456.30| 0.55000 836.55| 1.00000 1521.00 ASPHALT FOR TACK COAT | | | 0022 502-06329 98.000 m2 | 90.00000 8820.00| 90.00000 8820.00| 59.50000 5831.00 PCCP, 300 mm | | | 0023 503-05310 16.000 m | 450.00000 7200.00| 600.00000 9600.00| 130.00000 2080.00 TERMINAL JOINT | | | 0024 601-01128 4.000 EACH| 1250.00000 5000.00| 1050.00000 4200.00| 1000.00000 4000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-01522 4.000 EACH| 1350.00000 5400.00| 1525.00000 6100.00| 1475.00000 5900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01700 4.000 EACH| 1750.00000 7000.00| 1625.00000 6500.00| 1575.00000 6300.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01846 1.000 EACH| 1750.00000 1750.00| 1500.00000 1500.00| 1440.00000 1440.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-07024 2.000 EACH| 6000.00000 12000.00| 8500.00000 17000.00| 8000.00000 16000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0029 601-94689 3.000 EACH| 2300.00000 6900.00| 2050.00000 6150.00| 1975.00000 5925.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 2.000 EACH| 1000.00000 2000.00| 950.00000 1900.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 565.753 m | 37.00000 20932.86| 42.00000 23761.63| 40.00000 22630.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06639 168.000 m | 56.00000 9408.00| 100.00000 16800.00| 93.00000 15624.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 602-06646 282.000 m | 53.00000 14946.00| 95.00000 26790.00| 93.00000 26226.00 TEMPORARY CONCRETE BARRIER | | | 0034 602-06729 40.000 EACH| 8.00000 320.00| 8.00000 320.00| 10.00000 400.00 BARRIER DELINEATOR | | | 0035 609-06257 170.000 m2 | 65.00000 11050.00| 90.00000 15300.00| 54.00000 9180.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 609-06259 206.000 m2 | 75.00000 15450.00| 75.00000 15450.00| 54.00000 11124.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 |(6) 35-1058755 |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 610-07487 728.300 Mg | 60.00000 43698.00| 53.00000 38599.90| 73.25000 53347.98 HMA FOR APPROACHES, TYPE B | | | 0038 616-02320 1502.500 m2 | 2.50000 3756.25| 2.50000 3756.25| 2.40000 3606.00 GEOTEXTILES | | | 0039 616-05688 1805.900 Mg | 30.00000 54177.00| 35.00000 63206.50| 49.00000 88489.10 RIPRAP, CLASS 1 | | | 0040 616-06405 349.000 Mg | 25.00000 8725.00| 25.00000 8725.00| 29.15000 10173.35 RIPRAP, REVETMENT | | | 0041 616-95754 48.000 m | 30.00000 1440.00| 20.00000 960.00| 15.00000 720.00 PAVED SIDE DITCH, BREAK | | | 0042 619-51859 LUMP| 8000.00000 8000.00| 21000.00000 21000.00| 21000.00000 21000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0043 619-61000 LUMP| 31000.00000 31000.00| 27000.00000 27000.00| 24000.00000 24000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0044 619-93423 LUMP| 1000.00000 1000.00| 1600.00000 1600.00| 1700.00000 1700.00 POLLUTION CONTROL , STR. NO. 2 | | | 0045 621-01004 3.000 EACH| 650.00000 1950.00| 625.00000 1875.00| 625.00000 1875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06559 200.000 m2 | 2.50000 500.00| 3.50000 700.00| 2.50000 500.00 MULCHED SEEDING, R | | | 0047 621-06567 1.400 kL | 3.00000 4.20| 1.00000 1.40| 2.00000 2.80 WATER | | | 0048 621-06574 168.000 m2 | 12.00000 2016.00| 20.00000 3360.00| 11.90000 1999.20 SODDING | | | 0049 701-51195 69.800 m | 200.00000 13960.00| 350.00000 24430.00| 117.50000 8201.50 PILE, STEEL H, HP 310 X 79 | | | 0050 701-51210 13.400 m | 1000.00000 13400.00| 500.00000 6700.00| 226.00000 3028.40 PILE ENCASEMENT, CONCRETE | | | 0051 701-91792 8.000 EACH| 150.00000 1200.00| 100.00000 800.00| 110.00000 880.00 PILE TIP, STEEL H | | | 0052 701-93076 7.200 m | 4000.00000 28800.00| 3500.00000 25200.00| 3190.00000 22968.00 CORED HOLE IN ROCK, 305 mm | | | 0053 702-51005 40.400 m3 | 950.00000 38380.00| 1000.00000 40400.00| 460.00000 18584.00 CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51110 696.800 kg | 10.00000 6968.00| 7.00000 4877.60| 4.80000 3344.64 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 702-51863 508.000 EACH| 9.00000 4572.00| 11.00000 5588.00| 11.00000 5588.00 FIELD DRILLED HOLE IN CONCRETE | | | 0056 703-01540 27.000 EACH| 10.00000 270.00| 12.00000 324.00| 11.40000 307.80 THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 |(6) 35-1058755 |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 703-03622 716.000 EACH| 12.50000 8950.00| 12.00000 8592.00| 15.00000 10740.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0058 703-51030 2982.000 kg | 1.80000 5367.60| 1.75000 5218.50| 1.10000 3280.20 REINFORCING STEEL | | | 0059 703-51032 33160.000 kg | 1.90000 63004.00| 2.00000 66320.00| 1.20000 39792.00 REINFORCING STEEL, EPOXY COATED | | | 0060 703-96177 9822.000 kg | 1.90000 18661.80| 2.00000 19644.00| 1.20000 11786.40 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0061 703-97936 100.000 EACH| 12.50000 1250.00| 12.00000 1200.00| 14.75000 1475.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0062 704-51002 215.800 m3 | 750.00000 161850.00| 700.00000 151060.00| 460.00000 99268.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-05733 4.000 EACH| 1400.00000 5600.00| 1250.00000 5000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0065 706-51020 29.100 m3 | 550.00000 16005.00| 450.00000 13095.00| 490.00000 14259.00 CONCRETE, C, RAILING | | | 0066 706-51025 88.200 m | 135.00000 11907.00| 140.00000 12348.00| 82.00000 7232.40 CONCRETE, C, RAILING | | | 0067 708-51813 10.000 m2 | 610.00000 6100.00| 650.00000 6500.00| 620.00000 6200.00 PNEUMATICALLY PLACED MORTAR | | | 0068 709-51821 LUMP| 1900.00000 1900.00| 2000.00000 2000.00| 2000.00000 2000.00 SURFACE SEAL , STR. NO. 1 | | | 0069 709-51821 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| 6000.00000 6000.00 SURFACE SEAL , STR. NO. 2 | | | 0070 710-51870 10.000 m2 | 610.00000 6100.00| 300.00000 3000.00| 620.00000 6200.00 REPOINTING MASONRY IN STRUCTURES | | | 0071 711-51038 LUMP| 109500.00000 109500.00| 100000.00000 100000.00| 92500.00000 92500.00 STRUCTURAL STEEL | | | 0072 711-51864 116.000 EACH| 14.00000 1624.00| 20.00000 2320.00| 20.00000 2320.00 DRILLED HOLE | | | 0073 711-51877 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 7000.00000 7000.00 JACKING AND SUPPORTING BEAMS | | | 0074 711-96800 2286.000 EACH| 2.00000 4572.00| 1.85000 4229.10| 1.70000 3886.20 STUD SHEAR CONNECTOR | | | 0075 715-05407 36.000 m | 45.00000 1620.00| 40.00000 1440.00| 20.00000 720.00 PIPE, END BENT DRAIN, 150 mm | | | 0076 715-91361 8.000 m | 300.00000 2400.00| 90.00000 720.00| 34.70000 277.60 PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 400 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,511,779.33 ROUTE : US 27 CALL ORDER : 400 CONTRACT ID : B -24576-A COUNTIES : RANDOLPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 |(6) 35-1058755 |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI|BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 722-51401 15.000 m2 | 425.00000 6375.00| 140.00000 2100.00| 35.00000 525.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0078 722-51842 442.000 m2 | 75.00000 33150.00| 65.00000 28730.00| 42.00000 18564.00 BRIDGE DECK OVERLAY | | | 0079 722-51846 8.000 m3 | 434.50000 3476.00| 434.50000 3476.00| 434.50000 3476.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0080 722-51852 65.000 m2 | 100.00000 6500.00| 80.00000 5200.00| 30.00000 1950.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0081 722-60824 350.000 m2 | 8.00000 2800.00| 7.00000 2450.00| 0.30000 105.00 SURFACE MILLING | | | 0082 724-03276 23.200 m | 500.00000 11600.00| 650.00000 15080.00| 50.00000 1160.00 EXPANSION JOINT SEALING SYSTEM | | | 0083 726-99095 16.000 EACH| 700.00000 11200.00| 600.00000 9600.00| 645.00000 10320.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0084 801-06203 574.000 m | 1.00000 574.00| 1.00000 574.00| 1.00000 574.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0085 801-06207 2146.000 m | 3.00000 6438.00| 3.00000 6438.00| 2.95000 6330.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0086 801-06218 7.200 m | 24.00000 172.80| 24.00000 172.80| 23.00000 165.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0087 801-06640 17.000 EACH| 250.00000 4250.00| 250.00000 4250.00| 239.00000 4063.00 CONSTRUCTION SIGN, A | | | 0088 801-06645 2.000 EACH| 50.00000 100.00| 45.00000 90.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0089 801-06775 LUMP| 3400.00000 3400.00| 20000.00000 20000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0090 801-07119 15.000 m | 50.00000 750.00| 50.00000 750.00| 49.00000 735.00 BARRICADE, III-B | | | 0091 801-53072 LUMP| 35000.00000 35000.00| 40000.00000 40000.00| 45300.00000 45300.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0092 808-06712 141.000 m | 2.00000 282.00| 2.00000 282.00| 1.75000 246.75 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0093 808-06713 978.000 m | 1.00000 978.00| 0.70000 684.60| 0.65000 635.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0094 808-06716 880.000 m | 1.20000 1056.00| 1.10000 968.00| 1.05000 924.00 LINE, REMOVE | | | SECTION TOTALS | $ 1,323,912.49| $ 1,361,507.27| $ 1,428,426.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,323,912.49| $ 1,361,507.27| $ 1,428,426.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,544,847.92 ROUTE : SR 1 CALL ORDER : 410 CONTRACT ID : B -25747-A COUNTIES : WELLS LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/19/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2311005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,246,035.14 100.0000% 2 35-1057237 R L MCCOY INC $ 1,254,727.74 100.6976% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 1,516,979.77 121.7445% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, 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| 6224.04000 6224.04| 15000.00000 15000.00| 4600.00000 4600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 14.000 MOS | 1500.00000 21000.00| 2500.00000 35000.00| 1400.00000 19600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 62301.75000 62301.75| 60000.00000 60000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 400.000 m2 | 21.00000 8400.00| 18.00000 7200.00| 14.10000 5640.00 PAVEMENT REMOVAL | | | 0005 202-02273 9.000 m2 | 84.00000 756.00| 24.00000 216.00| 73.50000 661.50 CENTER CURB, CONCRETE, REMOVE | | | 0006 202-02279 117.000 m | 21.00000 2457.00| 15.00000 1755.00| 23.80000 2784.60 CURB AND GUTTER, REMOVE | | | 0007 202-51328 LUMP| 81894.69000 81894.69| 178000.00000 178000.00| 106807.53000 106807.53 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-52710 159.000 m2 | 24.00000 3816.00| 10.00000 1590.00| 12.50000 1987.50 SIDEWALK, CONCRETE, REMOVE | | | 0009 206-51230 7.000 m3 | 53.50000 374.50| 90.00000 630.00| 1010.00000 7070.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0010 211-06467 18.000 m3 | 112.00000 2016.00| 32.00000 576.00| 82.50000 1485.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 306-08043 552.000 m2 | 12.00000 6624.00| 14.00000 7728.00| 16.20000 8942.40 MILLING, TRANSITION | | | 0012 406-05521 552.000 m2 | 0.25000 138.00| 0.25000 138.00| 0.30000 165.60 ASPHALT FOR TACK COAT | | | 0013 502-06329 170.000 m2 | 70.00000 11900.00| 62.00000 10540.00| 81.20000 13804.00 PCCP, 300 mm | | | 0014 503-05310 27.600 m | 375.00000 10350.00| 300.00000 8280.00| 433.00000 11950.80 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,544,847.92 ROUTE : SR 1 CALL ORDER : 410 CONTRACT ID : B -25747-A COUNTIES : WELLS LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06639 55.000 m | 60.00000 3300.00| 58.00000 3190.00| 101.00000 5555.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 113.000 m | 58.00000 6554.00| 54.00000 6102.00| 97.50000 11017.50 TEMPORARY CONCRETE BARRIER | | | 0022 604-91531 168.000 m2 | 32.50000 5460.00| 28.00000 4704.00| 48.00000 8064.00 SIDEWALK, CONCRETE, 100 mm | | | 0023 605-06150 123.000 m | 49.50000 6088.50| 42.00000 5166.00| 38.30000 4710.90 CURB AND GUTTER, C, CONCRETE | | | 0024 605-06250 9.000 m2 | 79.50000 715.50| 65.00000 585.00| 133.00000 1197.00 CENTER CURB, C, CONCRETE | | | 0025 610-07488 71.000 Mg | 50.00000 3550.00| 90.00000 6390.00| 50.00000 3550.00 HMA FOR APPROACHES, TYPE C | | | 0026 616-02320 33.000 m2 | 2.52000 83.16| 3.00000 99.00| 4.20000 138.60 GEOTEXTILES | | | 0027 619-04414 8.000 EACH| 93.00000 744.00| 300.00000 2400.00| 100.00000 800.00 DRAIN EXTENSION | | | 0028 621-01004 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06560 100.000 m2 | 7.72000 772.00| 7.72000 772.00| 7.70000 770.00 MULCHED SEEDING, U | | | 0030 701-51195 44.400 m | 115.00000 5106.00| 115.00000 5106.00| 179.00000 7947.60 PILE, STEEL H, HP 310 X 79 | | | 0031 701-91792 6.000 EACH| 112.00000 672.00| 400.00000 2400.00| 120.00000 720.00 PILE TIP, STEEL H | | | 0032 702-51005 33.500 m3 | 915.00000 30652.50| 400.00000 13400.00| 909.00000 30451.50 CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51110 696.800 kg | 5.50000 3832.40| 8.00000 5574.40| 5.80000 4041.44 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0034 702-51863 2090.000 EACH| 13.00000 27170.00| 9.00000 18810.00| 9.30000 19437.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 6935.000 kg | 2.00000 13870.00| 1.48000 10263.80| 2.10000 14563.50 REINFORCING STEEL | | | 0036 703-51032 56366.000 kg | 1.75000 98640.50| 1.58000 89058.28| 2.30000 129641.80 REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 544.000 EACH| 13.50000 7344.00| 12.00000 6528.00| 17.00000 9248.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 581.000 m3 | 550.00000 319550.00| 400.00000 232400.00| 473.00000 274813.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-51020 63.800 m3 | 995.00000 63481.00| 450.00000 28710.00| 900.00000 57420.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,544,847.92 ROUTE : SR 1 CALL ORDER : 410 CONTRACT ID : B -25747-A COUNTIES : WELLS LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 709-51821 LUMP| 12551.30000 12551.30| 15000.00000 15000.00| 18100.00000 18100.00 SURFACE SEAL | | | 0041 711-92500 20.000 EACH| 27.10000 542.00| 50.00000 1000.00| 228.00000 4560.00 ANCHOR ROD | | | 0042 712-03862 LUMP| 272409.26000 272409.26| 290000.00000 290000.00| 466000.00000 466000.00 PREFABRICATED BRIDGE | | | 0043 715-05407 12.000 m | 43.00000 516.00| 45.00000 540.00| 70.70000 848.40 PIPE, END BENT DRAIN, 150 mm | | | 0044 720-44000 6.000 EACH| 331.00000 1986.00| 150.00000 900.00| 205.00000 1230.00 CASTING, ADJUST TO GRADE | | | 0045 724-03276 254.000 m | 15.00000 3810.00| 120.00000 30480.00| 40.00000 10160.00 EXPANSION JOINT SEALING SYSTEM | | | 0046 728-98377 LUMP| 19350.00000 19350.00| 16000.00000 16000.00| 19400.00000 19400.00 MASONRY COATING | | | 0047 801-06207 3346.000 m | 0.01000 33.46| 0.01000 33.46| 4.00000 13384.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 22.000 EACH| 185.00000 4070.00| 185.00000 4070.00| 125.00000 2750.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 55.00000 110.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 26046.00000 26046.00| 25000.00000 25000.00| 14200.00000 14200.00 MAINTAINING TRAFFIC | | | 0051 801-07118 46.800 m | 49.50000 2316.60| 49.50000 2316.60| 62.00000 2901.60 BARRICADE, III-A | | | 0052 801-07119 10.800 m | 67.50000 729.00| 67.50000 729.00| 62.00000 669.60 BARRICADE, III-B | | | 0053 801-53072 LUMP| 10900.00000 10900.00| 15000.00000 15000.00| 11500.00000 11500.00 TEMPORARY TRAFFIC SIGNAL | | | 0054 805-06600 432.000 m | 17.75000 7668.00| 14.00000 6048.00| 6.50000 2808.00 CONDUIT, PVC, 75 mm | | | 0055 808-06701 199.000 m | 1.70000 338.30| 1.70000 338.30| 3.00000 597.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0056 808-06703 404.000 m | 1.70000 686.80| 1.70000 686.80| 3.00000 1212.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-06716 541.000 m | 2.85000 1541.85| 2.85000 1541.85| 3.40000 1839.40 LINE, REMOVE | | | 0058 808-75245 555.000 m | 2.75000 1526.25| 2.75000 1526.25| 3.00000 1665.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,544,847.92 ROUTE : SR 1 CALL ORDER : 410 CONTRACT ID : B -25747-A COUNTIES : WELLS LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-75320 2.000 EACH| 76.00000 152.00| 76.00000 152.00| 80.00000 160.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 1.000 EACH| 120.00000 120.00| 120.00000 120.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 808-95933 220.000 m | 2.00000 440.00| 2.00000 440.00| 5.00000 1100.00 CURB PAINTING, YELLOW | | | 0062 210-07739 10.000 EACH| 53.00000 530.00| 100.00000 1000.00| 543.00000 5430.00 TEMPORARY STEEL COVER | | | 0063 701-05561 8.600 m | 1250.00000 10750.00| 2090.00000 17974.00| 2090.00000 17974.00 DRILLED SHAFT | | | 0064 701-05779 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 4000.00000 4000.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0065 701-05781 7.500 m3 | 1524.77000 11435.78| 1800.00000 13500.00| 1110.00000 8325.00 UNCLASSIFIED SHAFT EXCAVATION | | | 0066 701-05782 2.000 m3 | 1525.00000 3050.00| 2200.00000 4400.00| 1090.00000 2180.00 UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0067 701-05783 16.000 h | 968.50000 15496.00| 550.00000 8800.00| 1390.00000 22240.00 OBSTRUCTIONS | | | 0068 701-05784 4.300 m | 1250.00000 5375.00| 2500.00000 10750.00| 2500.00000 10750.00 TRIAL SHAFT HOLES | | | 0069 701-05785 1.000 m | 1250.00000 1250.00| 350.00000 350.00| 350.00000 350.00 EXPLORATION (SHAFT EXCAVATION) | | | 0070 701-05787 LUMP| 5000.00000 5000.00| 9240.00000 9240.00| 1200.00000 1200.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0071 802-03896 2.000 EACH| 449.00000 898.00| 900.00000 1800.00| 325.00000 650.00 BOLLARD | | | 0072 108-01614 LUMP| 5500.00000 5500.00| 1500.00000 1500.00| 23000.00000 23000.00 PARTNERING OVERHEAD | | | SECTION TOTALS | $ 1,246,035.14| $ 1,254,727.74| $ 1,516,979.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,246,035.14| $ 1,254,727.74| $ 1,516,979.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 63 CALL ORDER : 420 CONTRACT ID : B -26256-A COUNTIES : VIGO LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 991,191.29 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 1,197,051.50 120.7689% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/16/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN17001 IN17001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 6,082,616.44 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 7,089,047.95 116.5460% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP| 336000.00000 336000.00| 82000.00000 82000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1350.00000 16200.00| 2300.00000 27600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 308000.00000 308000.00| 324000.00000 324000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 180000.00000 180000.00| 180000.00000 180000.00| CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 20000.00000 20000.00| 120000.00000 120000.00| HOUSES AND BUILDINGS, REMOVE , BUILDING | | | N0. 14 | | | 0006 202-03000 LUMP| 20000.00000 20000.00| 120000.00000 120000.00| HOUSES AND BUILDINGS, REMOVE , BUILDING | | | NO. 10 | | | 0007 202-03000 LUMP| 285000.00000 285000.00| 530000.00000 530000.00| HOUSES AND BUILDINGS, REMOVE , BUILDING | | | NO. 41 | | | 0008 202-03000 LUMP| 150000.00000 150000.00| 270000.00000 270000.00| HOUSES AND BUILDINGS, REMOVE , NO. 46 | | | 0009 202-03000 LUMP| 10000.00000 10000.00| 270000.00000 270000.00| HOUSES AND BUILDINGS, REMOVE , NO. 50 | | | 0010 202-03000 LUMP| 350000.00000 350000.00| 190000.00000 190000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0013 202-05546 72.000 TON | 56.50000 4068.00| 42.00000 3024.00| REGULATED MATERIALS, DISPOSE, C | | | 0014 202-05551 72.000 TON | 4.25000 306.00| 10.50000 756.00| REGULATED MATERIALS, REMOVE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-05556 72.000 TON | 8.80000 633.60| 10.00000 720.00| REGULATED MATERIALS, TRANSPORT, C | | | 0016 202-93047 10.000 EACH| 500.00000 5000.00| 500.00000 5000.00| MANHOLE, REMOVE | | | 0017 202-96133 1325.000 LFT | 7.50000 9937.50| 7.50000 9937.50| PIPE, REMOVE | | | 0018 202-96133 170.000 LFT | 15.00000 2550.00| 26.00000 4420.00| PIPE, REMOVE , OVERHEAD | | | 0019 203-02000 2393.000 CYS | 10.00000 23930.00| 8.50000 20340.50| EXCAVATION, COMMON | | | 0020 203-02070 33982.000 CYS | 8.00000 271856.00| 12.62000 428852.84| BORROW | | | 0021 205-06933 2.000 EACH| 100.00000 200.00| 100.00000 200.00| TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 2048.000 LFT | 1.54000 3153.92| 1.55000 3174.40| TEMPORARY SILT FENCE | | | 0024 206-51220 13.000 CYS | 75.00000 975.00| 75.00000 975.00| EXCAVATION, WET | | | 0025 206-51225 200.000 CYS | 100.00000 20000.00| 13.00000 2600.00| EXCAVATION, DRY | | | 0026 206-51817 1062.000 SFT | 22.50000 23895.00| 17.00000 18054.00| SHEET PILING, STEEL | | | 0027 207-07498 7975.000 SYS | 1.60000 12760.00| 3.50000 27912.50| SUBGRADE TREATMENT, TYPE A | | | 0030 211-02050 3323.000 CYS | 35.00000 116305.00| 12.65000 42035.95| B BORROW | | | 0031 211-06467 48.000 CYS | 35.00000 1680.00| 43.20000 2073.60| AGGREGATE FOR END BENT BACKFILL | | | 0032 211-07454 11551.000 CYS | 33.00000 381183.00| 18.20000 210228.20| STRUCTURE BACKFILL | | | 0033 213-04324 596.000 CYS | 130.00000 77480.00| 130.00000 77480.00| FLOWABLE FILL | | | 0034 301-07448 1128.000 TON | 17.50000 19740.00| 15.40000 17371.20| COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-07455 68.000 CYS | 37.00000 2516.00| 31.10000 2114.80| DENSE GRADED SUBBASE | | | 0036 304-07490 117.000 TON | 117.00000 13689.00| 60.15000 7037.55| HMA PATCHING, TYPE B | | | 0037 401-07333 158.000 TON | 48.00000 7584.00| 55.80000 8816.40| QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0038 401-07334 239.000 TON | 48.00000 11472.00| 49.50000 11830.50| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 401-07402 264.000 TON | 42.00000 11088.00| 39.40000 10401.60| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0040 401-07403 398.000 TON | 42.00000 16716.00| 38.30000 15243.40| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0041 401-07407 946.000 TON | 34.00000 32164.00| 30.60000 28947.60| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0042 401-07408 1411.000 TON | 34.00000 47974.00| 31.10000 43882.10| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0043 405-05518 1071.000 SYS | 0.40000 428.40| 0.65000 696.15| ASPHALT FOR PRIME COAT | | | 0044 406-05521 14671.000 SYS | 0.12000 1760.50| 0.20000 2934.20| ASPHALT FOR TACK COAT | | | 0045 602-06646 442.000 LFT | 30.00000 13260.00| 26.55000 11735.10| TEMPORARY CONCRETE BARRIER | | | 0046 602-06729 51.000 EACH| 10.00000 510.00| 6.00000 306.00| BARRIER DELINEATOR | | | 0047 602-06944 1043.000 LFT | 47.50000 49542.50| 65.00000 67795.00| BARRIER, CONCRETE, 33 IN. | | | 0048 604-06070 20.000 SYS | 45.00000 900.00| 45.00000 900.00| SIDEWALK, CONCRETE | | | 0049 605-06090 50.000 LFT | 14.10000 705.00| 25.00000 1250.00| CURB, INTEGRAL, CONCRETE | | | 0050 605-06150 1745.000 LFT | 14.55000 25389.75| 17.50000 30537.50| CURB AND GUTTER, C, CONCRETE | | | 0051 605-06250 215.000 SYS | 5.60000 1204.00| 135.00000 29025.00| CENTER CURB, C, CONCRETE | | | 0052 607-06335 14.000 LFT | 80.00000 1120.00| 80.00000 1120.00| PAVED SIDE DITCH, A | | | 0053 610-06259 409.000 SYS | 65.00000 26585.00| 48.00000 19632.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0054 610-07486 236.000 TON | 55.00000 12980.00| 51.60000 12177.60| HMA FOR APPROACHES, TYPE A | | | 0055 611-05330 114.000 SYS | 40.25000 4588.50| 41.00000 4674.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0056 611-07052 95.000 LFT | 5.00000 475.00| 2.50000 237.50| PREFORMED JOINT MATERIAL | | | 0057 616-06451 60.000 TON | 35.00000 2100.00| 37.00000 2220.00| RIPRAP, UNIFORM | | | 0058 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-06545 1.600 TON | 615.00000 984.00| 615.00000 984.00| FERTILIZER | | | 0060 621-06554 298.000 LBS | 3.72000 1108.56| 3.75000 1117.50| SEED MIXTURE, U | | | 0061 621-06557 298.000 LBS | 4.16000 1239.68| 4.20000 1251.60| SEED MIXTURE, T | | | 0062 621-06565 7.960 TON | 469.00000 3733.24| 470.00000 3741.20| MULCHING MATERIAL | | | 0063 621-06567 31.000 MG | 2.50000 77.50| 2.50000 77.50| WATER | | | 0064 621-06570 2444.000 CYS | 9.00000 21996.00| 19.25000 47047.00| TOP SOIL | | | 0065 621-06575 7764.000 SYS | 3.48000 27018.72| 3.50000 27174.00| SODDING, NURSERY | | | 0066 701-06011 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| DYNAMIC PILE LOAD TEST | | | 0067 701-06012 1.000 EACH| 2300.00000 2300.00| 5000.00000 5000.00| TEST PILE, RESTRIKE | | | 0068 701-06027 1.000 EACH| 4400.00000 4400.00| 5000.00000 5000.00| TEST PILE | | | 0069 701-91792 73.000 EACH| 80.00000 5840.00| 86.00000 6278.00| PILE TIP, STEEL H | | | 0070 701-95780 9825.000 LFT | 25.00000 245625.00| 43.00000 422475.00| PILE, STEEL H, HP 12 X 74 | | | 0071 702-51005 474.900 CYS | 750.00000 356175.00| 370.00000 175713.00| CONCRETE, A, SUBSTRUCTURE | | | 0072 702-51015 100.400 CYS | 185.00000 18574.00| 330.00000 33132.00| CONCRETE, B, FOOTINGS | | | 0073 702-51110 6214.000 LBS | 3.30000 20506.20| 2.65000 16467.10| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0074 703-51030 35847.000 LBS | 0.83000 29753.01| 0.81000 29036.07| REINFORCING STEEL | | | 0075 703-51032 204961.000 LBS | 0.84000 172167.24| 0.92000 188564.12| REINFORCING STEEL, EPOXY COATED | | | 0076 704-51002 638.000 CYS | 700.00000 446600.00| 400.00000 255200.00| CONCRETE, C, SUPERSTRUCTURE | | | 0077 706-51020 47.800 CYS | 395.00000 18881.00| 450.00000 21510.00| CONCRETE, C, RAILING | | | 0078 707-06831 1992.000 LFT | 210.00000 418320.00| 190.00000 378480.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 42 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 709-51821 LUMP| 6830.00000 6830.00| 8650.00000 8650.00| SURFACE SEAL | | | 0080 714-44240 6.100 CYS | 200.00000 1220.00| 200.00000 1220.00| CONCRETE, A, STRUCTURES | | | 0081 715-05024 309.000 LFT | 67.20000 20764.80| 105.00000 32445.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0082 715-05149 1250.000 LFT | 19.84000 24800.00| 31.00000 38750.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0083 715-05151 467.000 LFT | 23.68000 11058.56| 37.00000 17279.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0084 715-05152 119.000 LFT | 46.72000 5559.68| 73.00000 8687.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0085 715-05154 300.000 LFT | 68.48000 20544.00| 107.00000 32100.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0086 715-05156 417.000 LFT | 71.04000 29623.68| 111.00000 46287.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0087 715-05159 726.000 LFT | 89.60000 65049.60| 140.00000 101640.00| PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0088 715-05914 268.000 LFT | 30.72000 8232.96| 48.00000 12864.00| PIPE, PVC, 18 IN. | | | 0089 715-07073 210.000 LFT | 3.50000 735.00| 3.50000 735.00| WATER LINE , REMOVE | | | 0090 715-91361 95.000 LFT | 40.00000 3800.00| 18.00000 1710.00| PIPE, PVC, 6 IN. | | | 0091 715-92537 122.000 LFT | 11.52000 1405.44| 18.00000 2196.00| PIPE, PVC, 8 IN. | | | 0092 715-96960 144.000 LFT | 21.44000 3087.36| 33.50000 4824.00| PIPE, PVC, 15 IN. | | | 0093 716-07636 196.000 LFT | 460.00000 90160.00| 1500.00000 294000.00| PIPE INSTALLATION, TRENCHLESS, 42 IN. | | | 0094 720-03860 2.000 EACH| 3700.00000 7400.00| 3700.00000 7400.00| WATER VALVE STRUCTURE | | | 0095 720-04682 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| INLET , B | | | 0096 720-04682 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| INLET , C | | | 0097 720-45045 3.000 EACH| 1700.00000 5100.00| 1700.00000 5100.00| INLET, J10 | | | 0098 720-45055 5.000 EACH| 1700.00000 8500.00| 1700.00000 8500.00| INLET, M10 | | | 0099 720-45275 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| PIPE CATCH BASIN, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 720-45400 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| MANHOLE, A4 | | | 0101 720-45410 15.000 EACH| 1700.00000 25500.00| 1700.00000 25500.00| MANHOLE, C4 | | | 0102 720-90017 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| INLET, J | | | 0103 720-90984 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| MANHOLE, C2 | | | 0104 720-91973 6.000 EACH| 2800.00000 16800.00| 2800.00000 16800.00| MANHOLE, H4 | | | 0105 720-94612 6.000 EACH| 4000.00000 24000.00| 4000.00000 24000.00| MANHOLE, K4 | | | 0106 720-98013 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| INLET, M | | | 0107 720-98174 6.000 EACH| 2250.00000 13500.00| 2250.00000 13500.00| INLET, B15 | | | 0108 720-98555 1.000 EACH| 2250.00000 2250.00| 2250.00000 2250.00| INLET, C15 | | | 0109 724-51925 150.000 LFT | 104.00000 15600.00| 100.00000 15000.00| STRUCTURAL EXPANSION JOINT, SS | | | 0110 731-07016 920.000 SFT | 12.00000 11040.00| 19.50000 17940.00| FACE PANELS, WIRE | | | 0111 731-93945 43921.000 SFT | 7.00000 307447.00| 13.50000 592933.50| FACE PANELS, CONCRETE | | | 0112 731-93946 43921.000 SFT | 2.00000 87842.00| 9.50000 417249.50| WALL ERECTION | | | 0113 731-93947 1871.000 LFT | 8.50000 15903.50| 13.15000 24603.65| LEVELING PAD, CONCRETE | | | 0114 732-02498 LUMP| 12750.00000 12750.00| 12750.00000 12750.00| WATER MAIN, RELOCATE | | | 0115 732-03943 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| WATER VALVE , REMOVE | | | 0116 801-04308 2.000 EACH| 255.00000 510.00| 140.00000 280.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0117 801-06207 2028.000 LFT | 1.10000 2230.80| 0.85000 1723.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0118 801-06211 2.000 EACH| 75.00000 150.00| 45.00000 90.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0119 801-06212 2.000 EACH| 108.00000 216.00| 55.00000 110.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 801-06217 897.000 LFT | 1.65000 1480.05| 1.30000 1166.10| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABL, 6 IN. | | | 0121 801-06640 10.000 EACH| 156.00000 1560.00| 185.00000 1850.00| CONSTRUCTION SIGN, A | | | 0122 801-06645 7.000 EACH| 70.00000 490.00| 50.00000 350.00| CONSTRUCTION SIGN, B | | | 0123 801-06775 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC | | | 0124 801-07118 96.000 LFT | 10.00000 960.00| 12.50000 1200.00| BARRICADE, III-A | | | 0125 801-07119 60.000 LFT | 12.00000 720.00| 14.50000 870.00| BARRICADE, III-B | | | 0126 802-05701 96.000 LFT | 19.20000 1843.20| 19.20000 1843.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0127 802-05702 48.000 LFT | 19.20000 921.60| 19.20000 921.60| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0128 802-76025 8.000 SFT | 12.50000 100.00| 12.50000 100.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0129 802-76035 128.500 SFT | 12.60000 1619.10| 12.55000 1612.68| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0130 805-01842 4.000 EACH| 630.00000 2520.00| 630.00000 2520.00| HANDHOLE, SIGNAL | | | 0131 805-06592 843.000 LFT | 9.25000 7797.75| 9.25000 7797.75| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0132 805-78785 4.000 EACH| 460.00000 1840.00| 460.00000 1840.00| SIGNAL DETECTOR HOUSING | | | 0133 805-78925 1.000 EACH| 760.00000 760.00| 760.00000 760.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0134 805-86889 768.000 LFT | 0.28000 215.04| 0.28000 215.04| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0135 807-02191 7.000 EACH| 500.00000 3500.00| 500.00000 3500.00| HANDHOLE, LIGHTING | | | 0136 807-02428 8.000 EACH| 720.00000 5760.00| 720.00000 5760.00| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 807-04651 545.000 LFT | 4.25000 2316.25| 4.25000 2316.25| WIRE , NO. 4 COPPER, IN PLASTIC DUCT, 4 | | | 1/C | | | 0138 807-04654 8.000 EACH| 1040.00000 8320.00| 1040.00000 8320.00| LIGHT POLE , 40 FT. E.M.H. | | | 0139 807-07580 1492.000 LFT | 4.25000 6341.00| 4.25000 6341.00| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0140 807-86605 8.000 EACH| 235.00000 1880.00| 235.00000 1880.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0141 807-86810 1.000 EACH| 2750.00000 2750.00| 2750.00000 2750.00| SERVICE POINT, II | | | 0142 807-86910 12.000 EACH| 25.00000 300.00| 25.00000 300.00| CONNECTOR KIT, UNFUSED | | | 0143 807-86915 12.000 EACH| 25.00000 300.00| 25.00000 300.00| CONNECTOR KIT, FUSED | | | 0144 807-86920 21.000 EACH| 22.00000 462.00| 22.00000 462.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0145 807-86925 20.000 EACH| 25.00000 500.00| 25.00000 500.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0146 807-86930 24.000 EACH| 16.00000 384.00| 16.00000 384.00| INSULATION LINK, NONWATERPROOFED | | | 0147 807-86935 36.000 EACH| 19.00000 684.00| 19.00000 684.00| INSULATION LINK, WATERPROOFED | | | 0148 808-03631 209.000 LFT | 6.00000 1254.00| 6.00000 1254.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0149 808-06194 53.000 LFT | 12.00000 636.00| 12.00000 636.00| LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0150 808-75245 875.000 LFT | 0.83000 726.25| 0.85000 743.75| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0151 808-75297 22.000 LFT | 5.00000 110.00| 5.00000 110.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0152 202-02286 1.000 EACH| 3550.00000 3550.00| 12500.00000 12500.00| PRESENT STRUCTURE, REMOVE , STR. NO. 16 | | | 0153 202-02286 1.000 EACH| 500.00000 500.00| 12500.00000 12500.00| PRESENT STRUCTURE, REMOVE , STR. NO. 22 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 426 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,951,865.29 ROUTE : CALL ORDER : 426 CONTRACT ID : B -27303-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 | |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 202-02286 1.000 EACH| 100000.00000 100000.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 45 | | | 0155 202-93047 6.000 EACH| 500.00000 3000.00| 500.00000 3000.00| MANHOLE, REMOVE , MODIFIED | | | 0156 402-07453 1101.000 TON | 100.00000 110100.00| 38.35000 42223.35| HMA FOR TEMPORARY PAVEMENT | | | 0157 616-02320 85.000 SYS | 1.20000 102.00| 1.20000 102.00| GEOTEXTILES | | | 0158 720-04196 1.000 EACH| 67500.00000 67500.00| 67500.00000 67500.00| MANHOLE, M | | | 0159 210-08238 LUMP| 65000.00000 65000.00| 65000.00000 65000.00| STORMWATER BMP DEVICE NO. 1 | | | 0160 210-08238 LUMP| 41000.00000 41000.00| 41000.00000 41000.00| STORMWATER BMP DEVICE, NO. 2 | | | 0161 715-05161 36.000 LFT | 700.00000 25200.00| 700.00000 25200.00| PIPE, TYPE 2, CIRCULAR, 48 IN. | | | SECTION TOTALS | $ 6,082,616.44| $ 7,089,047.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,082,616.44| $ 7,089,047.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,427.30 ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : B -27354-A COUNTIES : PULASKI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/29/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1475042 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 427,666.58 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 516,878.24 120.8600% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 525,961.66 122.9840% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 574,828.76 134.4104% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 675,980.08 158.0624% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1339168 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, 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| 4000.00000 4000.00| 4000.00000 4000.00| 2710.36000 2710.36 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 2200.00000 19800.00| 1150.00000 10350.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 26007.17000 26007.17 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1800.00000 1800.00| 6000.00000 6000.00| 3713.12000 3713.12 CLEARING RIGHT OF WAY | | | 0005 202-02240 115.000 SYS | 15.00000 1725.00| 10.00000 1150.00| 47.82000 5499.30 PAVEMENT REMOVAL | | | 0006 202-02241 555.000 LFT | 5.00000 2775.00| 3.05000 1692.75| 3.10000 1720.50 GUARDRAIL, REMOVE | | | 0007 202-02272 70.000 LFT | 19.00000 1330.00| 15.00000 1050.00| 10.18000 712.60 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 20000.00000 20000.00| 68030.00000 68030.00| 58174.34000 58174.34 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 145.000 CYS | 9.00000 1305.00| 10.00000 1450.00| 42.71000 6192.95 EXCAVATION, COMMON | | | 0010 203-02070 20.000 CYS | 18.00000 360.00| 20.00000 400.00| 38.16000 763.20 BORROW | | | 0011 205-06937 1330.000 LFT | 3.00000 3990.00| 1.90000 2527.00| 1.65000 2194.50 TEMPORARY SILT FENCE | | | 0012 210-08057 70.000 LFT | 8.00000 560.00| 20.00000 1400.00| 10.38000 726.60 PAVED SIDE DITCH , CLEAN | | | 0013 302-07455 36.000 CYS | 28.00000 1008.00| 30.00000 1080.00| 93.65000 3371.40 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,427.30 ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : B -27354-A COUNTIES : PULASKI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1339168 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-01180 195.000 TON | 16.00000 3120.00| 17.00000 3315.00| 45.39000 8851.05 COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07493 482.300 TON | 65.00000 31349.50| 85.00000 40995.50| 52.00000 25079.60 WIDENING WITH HMA, TYPE B | | | 0016 306-08043 635.000 SYS | 4.50000 2857.50| 5.00000 3175.00| 4.07000 2584.45 MILLING, TRANSITION | | | 0017 402-07433 52.300 TON | 119.00000 6223.70| 115.00000 6014.50| 102.00000 5334.60 HMA SURFACE, TYPE B | | | 0018 406-05521 2825.000 SYS | 0.25000 706.25| 0.15000 423.75| 0.05000 141.25 ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1900.00000 7600.00| 1792.00000 7168.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-05586 1.000 EACH| 2300.00000 2300.00| 2212.00000 2212.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0021 601-07023 2.000 EACH| 7200.00000 14400.00| 7500.00000 15000.00| 3900.00000 7800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0022 601-94689 3.000 EACH| 2500.00000 7500.00| 2400.00000 7200.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 1100.00000 1100.00| 1035.00000 1035.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 418.750 LFT | 15.00000 6281.25| 15.25000 6385.94| 14.00000 5862.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06639 180.000 LFT | 23.00000 4140.00| 20.00000 3600.00| 37.57000 6762.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 560.000 LFT | 22.00000 12320.00| 21.00000 11760.00| 34.79000 19482.40 TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 20.000 EACH| 12.00000 240.00| 20.00000 400.00| 5.54000 110.80 BARRIER DELINEATOR | | | 0028 609-06259 211.800 SYS | 48.00000 10166.40| 55.00000 11649.00| 80.35000 17018.13 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 616-02320 225.000 SYS | 3.00000 675.00| 5.00000 1125.00| 5.94000 1336.50 GEOTEXTILES | | | 0030 616-06451 84.700 TON | 35.00000 2964.50| 26.00000 2202.20| 36.81000 3117.81 RIPRAP, UNIFORM | | | 0031 702-51005 5.400 CYS | 500.00000 2700.00| 1000.00000 5400.00| 1369.56000 7395.62 CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51863 2056.000 EACH| 5.00000 10280.00| 5.00000 10280.00| 9.45000 19429.20 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,427.30 ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : B -27354-A COUNTIES : PULASKI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1339168 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 703-51032 29002.000 LBS | 0.69000 20011.38| 1.10000 31902.20| 0.70000 20301.40 REINFORCING STEEL, EPOXY COATED | | | 0034 703-97936 50.000 EACH| 13.00000 650.00| 12.00000 600.00| 21.49000 1074.50 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #4 | | | 0035 703-97936 70.000 EACH| 16.00000 1120.00| 14.00000 980.00| 22.11000 1547.70 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #5 | | | 0036 704-51002 15.800 CYS | 500.00000 7900.00| 900.00000 14220.00| 1093.42000 17276.04 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-03278 4.000 EACH| 1200.00000 4800.00| 1600.00000 6400.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0038 706-51020 72.800 CYS | 425.00000 30940.00| 400.00000 29120.00| 315.00000 22932.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 6200.00000 6200.00| 5000.00000 5000.00| 4000.00000 4000.00 SURFACE SEAL | | | 0040 722-51401 750.000 SFT | 16.00000 12000.00| 5.00000 3750.00| 20.16000 15120.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 1702.500 SYS | 28.00000 47670.00| 40.00000 68100.00| 49.75000 84699.38 BRIDGE DECK OVERLAY | | | 0042 722-51846 14.000 CYS | 330.00000 4620.00| 330.00000 4620.00| 330.00000 4620.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 2260.000 SFT | 7.00000 15820.00| 4.00000 9040.00| 8.44000 19074.40 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 1672.000 SYS | 5.00000 8360.00| 3.50000 5852.00| 3.70000 6186.40 SURFACE MILLING | | | 0045 724-03276 90.900 LFT | 83.00000 7544.70| 150.00000 13635.00| 93.16000 8468.24 EXPANSION JOINT SEALING SYSTEM | | | 0046 801-01851 LUMP| 26300.00000 26300.00| 25150.00000 25150.00| 22150.00000 22150.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0047 801-06207 7090.000 LFT | 1.00000 7090.00| 0.95000 6735.50| 0.85000 6026.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06218 40.000 LFT | 6.10000 244.00| 5.50000 220.00| 8.53000 341.20 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0049 801-06640 24.000 EACH| 100.00000 2400.00| 150.00000 3600.00| 68.00000 1632.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 6.000 EACH| 50.00000 300.00| 60.00000 360.00| 29.00000 174.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,427.30 ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : B -27354-A COUNTIES : PULASKI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1339168 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 801-06775 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 14603.41000 14603.41 MAINTAINING TRAFFIC | | | 0052 801-07119 48.000 LFT | 15.00000 720.00| 24.00000 1152.00| 12.56000 602.88 BARRICADE, III-B | | | 0053 808-06712 260.000 LFT | 0.38000 98.80| 0.33000 85.80| 0.38000 98.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0054 808-06713 1435.000 LFT | 0.38000 545.30| 0.33000 473.55| 0.38000 545.30 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-06714 1035.000 LFT | 0.38000 393.30| 0.33000 341.55| 0.38000 393.30 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0056 808-06716 1600.000 LFT | 0.62000 992.00| 0.50000 800.00| 0.45000 720.00 LINE, REMOVE | | | 0057 808-75996 14.000 EACH| 30.00000 420.00| 30.00000 420.00| 33.69000 471.66 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 14.000 EACH| 125.00000 1750.00| 100.00000 1400.00| 90.00000 1260.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 427,666.58| $ 516,878.24| $ 525,961.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 427,666.58| $ 516,878.24| $ 525,961.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,427.30 ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : B -27354-A COUNTIES : PULASKI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, 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| 4162.32000 4162.32| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2684.06000 24156.54| 1400.00000 12600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 33700.00000 33700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1500.00000 1500.00| 13500.00000 13500.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 115.000 SYS | 10.58000 1216.70| 17.60000 2024.00| PAVEMENT REMOVAL | | | 0006 202-02241 555.000 LFT | 2.65000 1470.75| 3.10000 1720.50| GUARDRAIL, REMOVE | | | 0007 202-02272 70.000 LFT | 3.91000 273.70| 19.10000 1337.00| PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 22965.36000 22965.36| 85912.97000 85912.97| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 145.000 CYS | 14.08000 2041.60| 50.00000 7250.00| EXCAVATION, COMMON | | | 0010 203-02070 20.000 CYS | 24.35000 487.00| 70.90000 1418.00| BORROW | | | 0011 205-06937 1330.000 LFT | 1.65000 2194.50| 1.70000 2261.00| TEMPORARY SILT FENCE | | | 0012 210-08057 70.000 LFT | 6.30000 441.00| 21.40000 1498.00| PAVED SIDE DITCH , CLEAN | | | 0013 302-07455 36.000 CYS | 28.52000 1026.72| 25.80000 928.80| DENSE GRADED SUBBASE | | | 0014 303-01180 195.000 TON | 23.17000 4518.15| 21.50000 4192.50| COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07493 482.300 TON | 62.43000 30109.99| 52.00000 25079.60| WIDENING WITH HMA, TYPE B | | | 0016 306-08043 635.000 SYS | 4.35000 2762.25| 10.40000 6604.00| MILLING, TRANSITION | | | 0017 402-07433 52.300 TON | 102.00000 5334.60| 102.00000 5334.60| HMA SURFACE, TYPE B | | | 0018 406-05521 2825.000 SYS | 0.05000 141.25| 0.10000 282.50| ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1600.00000 6400.00| 1300.00000 5200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-05586 1.000 EACH| 1975.00000 1975.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,427.30 ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : B -27354-A COUNTIES : PULASKI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-07023 2.000 EACH| 6700.00000 13400.00| 3900.00000 7800.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0022 601-94689 3.000 EACH| 2150.00000 6450.00| 2200.00000 6600.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 418.750 LFT | 13.25000 5548.44| 14.00000 5862.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06639 180.000 LFT | 24.07000 4332.60| 39.80000 7164.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06646 560.000 LFT | 20.19000 11306.40| 38.50000 21560.00| TEMPORARY CONCRETE BARRIER | | | 0027 602-06729 20.000 EACH| 7.92000 158.40| 5.50000 110.00| BARRIER DELINEATOR | | | 0028 609-06259 211.800 SYS | 67.88000 14376.98| 73.60000 15588.48| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 616-02320 225.000 SYS | 2.57000 578.25| 2.90000 652.50| GEOTEXTILES | | | 0030 616-06451 84.700 TON | 55.74000 4721.18| 32.00000 2710.40| RIPRAP, UNIFORM | | | 0031 702-51005 5.400 CYS | 966.58000 5219.53| 1000.00000 5400.00| CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51863 2056.000 EACH| 6.40000 13158.40| 6.40000 13158.40| FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51032 29002.000 LBS | 1.02000 29582.04| 0.90000 26101.80| REINFORCING STEEL, EPOXY COATED | | | 0034 703-97936 50.000 EACH| 17.17000 858.50| 39.60000 1980.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #4 | | | 0035 703-97936 70.000 EACH| 19.02000 1331.40| 41.20000 2884.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #5 | | | 0036 704-51002 15.800 CYS | 1200.00000 18960.00| 1000.00000 15800.00| CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-03278 4.000 EACH| 1700.00000 6800.00| 3000.00000 12000.00| CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0038 706-51020 72.800 CYS | 500.00000 36400.00| 569.00000 41423.20| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 430 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,427.30 ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : B -27354-A COUNTIES : PULASKI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 709-51821 LUMP| 4000.00000 4000.00| 4120.00000 4120.00| SURFACE SEAL | | | 0040 722-51401 750.000 SFT | 30.00000 22500.00| 50.00000 37500.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 1702.500 SYS | 56.50000 96191.25| 64.20000 109300.50| BRIDGE DECK OVERLAY | | | 0042 722-51846 14.000 CYS | 330.00000 4620.00| 330.00000 4620.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 2260.000 SFT | 28.00000 63280.00| 25.00000 56500.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 1672.000 SYS | 9.50000 15884.00| 3.90000 6520.80| SURFACE MILLING | | | 0045 724-03276 90.900 LFT | 89.19000 8107.37| 66.70000 6063.03| EXPANSION JOINT SEALING SYSTEM | | | 0046 801-01851 LUMP| 23745.93000 23745.93| 23300.00000 23300.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0047 801-06207 7090.000 LFT | 0.85000 6026.50| 0.80000 5672.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06218 40.000 LFT | 8.53000 341.20| 5.00000 200.00| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0049 801-06640 24.000 EACH| 68.00000 1632.00| 89.00000 2136.00| CONSTRUCTION SIGN, A | | | 0050 801-06645 6.000 EACH| 29.00000 174.00| 35.00000 210.00| CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 8706.78000 8706.78| 7500.00000 7500.00| MAINTAINING TRAFFIC | | | 0052 801-07119 48.000 LFT | 12.56000 602.88| 12.50000 600.00| BARRICADE, III-B | | | 0053 808-06712 260.000 LFT | 0.27000 70.20| 0.30000 78.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0054 808-06713 1435.000 LFT | 0.27000 387.45| 0.30000 430.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-06714 1035.000 LFT | 0.27000 279.45| 0.30000 310.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0056 808-06716 1600.000 LFT | 0.45000 720.00| 0.50000 800.00| LINE, REMOVE | | | 0057 808-75996 14.000 EACH| 14.30000 200.20| 20.00000 280.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 430 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 599,427.30 ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : B -27354-A COUNTIES : PULASKI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 | |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75998 14.000 EACH| 150.00000 2100.00| 150.00000 2100.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 574,828.76| $ 675,980.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 574,828.76| $ 675,980.08| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,319.66 ROUTE : US 231 CALL ORDER : 440 CONTRACT ID : B -27355-A COUNTIES : JASPER PORTER LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/29/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3737019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 519,000.00 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 632,699.20 121.9073% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 686,531.71 132.2797% ==================================================================================================================================== |(1) 35-1035122 |(2) 35-1523985 |(3) 35-1582109 |GARIUP CONSTRUCTION CO. INC.|WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 2000.00000 18000.00| 2764.26000 24878.34 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 21499.56000 21499.56| 30000.00000 30000.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 190.000 SYS | 15.00000 2850.00| 15.00000 2850.00| 11.33000 2152.70 PAVEMENT REMOVAL | | | 0006 202-02241 845.000 LFT | 4.20000 3549.00| 2.30000 1943.50| 2.05000 1732.25 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 11000.00000 11000.00| 64580.00000 64580.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 215.000 CYS | 14.00000 3010.00| 10.00000 2150.00| 14.51000 3119.65 EXCAVATION, COMMON | | | 0009 203-02070 15.000 CYS | 30.00000 450.00| 25.00000 375.00| 29.04000 435.60 BORROW | | | 0010 205-06937 1400.000 LFT | 1.87000 2618.00| 2.05000 2870.00| 1.78000 2492.00 TEMPORARY SILT FENCE | | | 0011 302-07455 74.000 CYS | 20.00000 1480.00| 25.00000 1850.00| 38.95000 2882.30 DENSE GRADED SUBBASE | | | 0012 303-01180 155.000 TON | 22.00000 3410.00| 19.00000 2945.00| 19.28000 2988.40 COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07493 698.400 TON | 54.60000 38132.64| 70.00000 48888.00| 60.91000 42539.54 WIDENING WITH HMA, TYPE B | | | 0014 306-08043 625.000 SYS | 1.84000 1150.00| 8.00000 5000.00| 10.44000 6525.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,319.66 ROUTE : US 231 CALL ORDER : 440 CONTRACT ID : B -27355-A COUNTIES : JASPER PORTER LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035122 |(2) 35-1523985 |(3) 35-1582109 |GARIUP CONSTRUCTION CO. INC.|WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07433 255.800 TON | 63.00000 16115.40| 69.00000 17650.20| 60.00000 15348.00 HMA SURFACE, TYPE B | | | 0016 406-05520 1.590 TON | 682.50000 1085.18| 750.00000 1192.50| 650.00000 1033.50 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1365.00000 5460.00| 1736.00000 6944.00| 1550.00000 6200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-02103 200.000 LFT | 18.20000 3640.00| 20.00000 4000.00| 17.30000 3460.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0019 601-07023 2.000 EACH| 4410.00000 8820.00| 7784.00000 15568.00| 6950.00000 13900.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0020 601-94689 5.000 EACH| 2205.00000 11025.00| 2350.00000 11750.00| 2100.00000 10500.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 1.000 EACH| 1050.00000 1050.00| 1000.00000 1000.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 237.500 LFT | 14.18000 3367.75| 15.12000 3591.00| 13.50000 3206.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06639 180.000 LFT | 20.00000 3600.00| 20.00000 3600.00| 27.23000 4901.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 410.000 LFT | 18.00000 7380.00| 20.00000 8200.00| 20.18000 8273.80 TEMPORARY CONCRETE BARRIER | | | 0025 609-06259 446.000 SYS | 50.00000 22300.00| 50.00000 22300.00| 74.11000 33053.06 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0026 616-02320 95.800 SYS | 3.00000 287.40| 5.00000 479.00| 2.94000 281.65 GEOTEXTILES | | | 0027 616-06451 38.300 TON | 35.00000 1340.50| 22.00000 842.60| 50.95000 1951.39 RIPRAP, UNIFORM | | | 0028 702-51863 2074.000 EACH| 8.00000 16592.00| 6.00000 12444.00| 6.59000 13667.66 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51032 31840.000 LBS | 0.95000 30248.00| 0.90000 28656.00| 1.20000 38208.00 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 88.000 EACH| 15.00000 1320.00| 12.00000 1056.00| 17.28000 1520.64 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #4 | | | 0031 703-97936 54.000 EACH| 25.00000 1350.00| 17.00000 918.00| 19.18000 1035.72 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #5 | | | 0032 703-97936 10.000 EACH| 30.00000 300.00| 25.00000 250.00| 21.44000 214.40 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,319.66 ROUTE : US 231 CALL ORDER : 440 CONTRACT ID : B -27355-A COUNTIES : JASPER PORTER LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035122 |(2) 35-1523985 |(3) 35-1582109 |GARIUP CONSTRUCTION CO. INC.|WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 703-97936 2.000 EACH| 80.00000 160.00| 50.00000 100.00| 22.85000 45.70 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #8 | | | 0034 704-51002 23.200 CYS | 550.00000 12760.00| 1000.00000 23200.00| 912.09000 21160.49 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-06339 659.800 LFT | 49.35000 32561.13| 120.00000 79176.00| 57.87000 38182.63 RAILING, PF-1 | | | 0036 706-06351 4.000 EACH| 400.00000 1600.00| 1600.00000 6400.00| 1496.79000 5987.16 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0037 706-51020 42.000 CYS | 450.00000 18900.00| 400.00000 16800.00| 1183.29000 49698.18 CONCRETE, C, RAILING | | | 0038 709-51821 LUMP| 3727.50000 3727.50| 5600.00000 5600.00| 3500.00000 3500.00 SURFACE SEAL | | | 0039 722-51401 730.000 SFT | 45.00000 32850.00| 6.00000 4380.00| 30.00000 21900.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0040 722-51842 1589.400 SYS | 42.00000 66754.80| 40.00000 63576.00| 60.00000 95364.00 BRIDGE DECK OVERLAY | | | 0041 722-51846 13.500 CYS | 330.00000 4455.00| 330.00000 4455.00| 330.00000 4455.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0042 722-51852 2180.000 SFT | 12.00000 26160.00| 5.00000 10900.00| 28.00000 61040.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0043 722-60824 1545.000 SYS | 1.84000 2842.80| 4.50000 6952.50| 10.34000 15975.30 SURFACE MILLING | | | 0044 724-03276 134.300 LFT | 70.00000 9401.00| 140.00000 18802.00| 91.85000 12335.46 EXPANSION JOINT SEALING SYSTEM | | | 0045 729-51875 22.000 SFT | 50.00000 1100.00| 30.00000 660.00| 107.58000 2366.76 CONCRETE, A, PATCHING | | | 0046 801-01851 LUMP| 26932.50000 26932.50| 29650.00000 29650.00| 27069.49000 27069.49 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0047 801-06207 6490.000 LFT | 0.81000 5256.90| 0.85000 5516.50| 0.77000 4997.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06218 70.000 LFT | 5.25000 367.50| 5.60000 392.00| 4.70000 329.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0049 801-06640 24.000 EACH| 93.45000 2242.80| 200.00000 4800.00| 98.00000 2352.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 6.000 EACH| 26.25000 157.50| 50.00000 300.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 6550.19000 6550.19 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 691,319.66 ROUTE : US 231 CALL ORDER : 440 CONTRACT ID : B -27355-A COUNTIES : JASPER PORTER LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035122 |(2) 35-1523985 |(3) 35-1582109 |GARIUP CONSTRUCTION CO. INC.|WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-07119 48.000 LFT | 6.83000 327.84| 12.00000 576.00| 15.00000 720.00 BARRICADE, III-B | | | 0053 808-06713 1880.000 LFT | 0.26000 488.80| 0.28000 526.40| 0.23000 432.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0054 808-06714 1880.000 LFT | 0.26000 488.80| 0.28000 526.40| 0.23000 432.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0055 808-06716 1710.000 LFT | 0.53000 906.30| 0.56000 957.60| 0.40000 684.00 LINE, REMOVE | | | 0056 808-75996 13.000 EACH| 7.00000 91.00| 20.00000 260.00| 25.00000 325.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 13.000 EACH| 79.80000 1037.40| 100.00000 1300.00| 76.00000 988.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 519,000.00| $ 632,699.20| $ 686,531.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,000.00| $ 632,699.20| $ 686,531.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,073.90 ROUTE : I-65 CALL ORDER : 450 CONTRACT ID : B -27356-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0658139 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 425,277.84 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 443,215.15 104.2177% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 499,516.20 117.4564% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1523985 |(3) 35-1582109 |ELLAS CONSTRUCTION COMPANY, |WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3850.00000 3850.00| 5000.00000 5000.00| 11611.13000 11611.13 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2300.00000 20700.00| 2200.00000 19800.00| 2817.28000 25355.52 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 100.000 SYS | 18.80000 1880.00| 20.00000 2000.00| 16.26000 1626.00 PAVEMENT REMOVAL | | | 0005 202-02241 2300.000 LFT | 1.60000 3680.00| 2.00000 4600.00| 1.60000 3680.00 GUARDRAIL, REMOVE | | | 0006 202-02277 2624.000 LFT | 3.55000 9315.20| 6.00000 15744.00| 2.51000 6586.24 GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 85500.00000 85500.00| 50000.00000 50000.00| 48000.00000 48000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 282.000 SYS | 7.90000 2227.80| 25.00000 7050.00| 20.57000 5800.74 SLOPEWALL, REMOVE | | | 0009 203-02000 442.000 CYS | 13.00000 5746.00| 10.00000 4420.00| 14.79000 6537.18 EXCAVATION, COMMON | | | 0010 203-02070 36.000 CYS | 34.80000 1252.80| 20.00000 720.00| 67.36000 2424.96 BORROW | | | 0011 211-07454 3.000 CYS | 34.80000 104.40| 30.00000 90.00| 43.13000 129.39 STRUCTURE BACKFILL | | | 0012 303-01180 539.000 TON | 21.20000 11426.80| 18.00000 9702.00| 28.18000 15189.02 COMPACTED AGGREGATE, NO. 53 | | | 0013 306-08043 454.000 SYS | 5.50000 2497.00| 5.00000 2270.00| 6.51000 2955.54 MILLING, TRANSITION | | | 0014 402-07433 162.000 TON | 57.00000 9234.00| 71.00000 11502.00| 57.00000 9234.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,073.90 ROUTE : I-65 CALL ORDER : 450 CONTRACT ID : B -27356-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1523985 |(3) 35-1582109 |ELLAS CONSTRUCTION COMPANY, |WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07438 250.000 TON | 45.00000 11250.00| 54.00000 13500.00| 45.00000 11250.00 HMA INTERMEDIATE, TYPE B | | | 0016 406-05521 454.000 SYS | 1.10000 499.40| 1.25000 567.50| 1.10000 499.40 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1525.00000 6100.00| 1700.00000 6800.00| 1525.00000 6100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 4.000 EACH| 2100.00000 8400.00| 2352.00000 9408.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 2483.000 LFT | 13.20000 32775.60| 14.80000 36748.40| 13.20000 32775.60 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 602-06729 12.000 EACH| 6.00000 72.00| 15.00000 180.00| 7.12000 85.44 BARRIER DELINEATOR | | | 0021 603-06045 436.000 LFT | 24.50000 10682.00| 35.75000 15587.00| 31.90000 13908.40 FENCE, CHAIN LINK, 48 IN. SECURITY | | | 0022 605-05523 2601.000 LFT | 5.25000 13655.25| 6.25000 16256.25| 7.00000 18207.00 CURB, HMA | | | 0023 609-06257 100.000 SYS | 50.25000 5025.00| 47.00000 4700.00| 66.85000 6685.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0024 616-02320 72.000 SYS | 2.50000 180.00| 5.00000 360.00| 1.98000 142.56 GEOTEXTILES | | | 0025 616-06405 32.000 TON | 52.50000 1680.00| 24.00000 768.00| 59.37000 1899.84 RIPRAP, REVETMENT | | | 0026 616-51367 364.000 SYS | 54.00000 19656.00| 100.00000 36400.00| 83.53000 30404.92 SLOPEWALL, CONCRETE, 4 IN. | | | 0027 621-01004 1.000 EACH| 575.00000 575.00| 650.00000 650.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 SYS | 1.60000 1600.00| 2.00000 2000.00| 1.60000 1600.00 MULCHED SEEDING, R | | | 0029 621-06574 40.000 SYS | 41.75000 1670.00| 46.00000 1840.00| 41.75000 1670.00 SODDING | | | 0030 702-51863 666.000 EACH| 6.50000 4329.00| 6.00000 3996.00| 7.83000 5214.78 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-51032 16498.000 LBS | 1.03000 16992.94| 1.00000 16498.00| 1.25000 20622.50 REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 22.000 CYS | 875.00000 19250.00| 900.00000 19800.00| 1505.30000 33116.60 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 4.000 EACH| 1350.00000 5400.00| 1568.00000 6272.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,073.90 ROUTE : I-65 CALL ORDER : 450 CONTRACT ID : B -27356-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1523985 |(3) 35-1582109 |ELLAS CONSTRUCTION COMPANY, |WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 706-51025 376.000 LFT | 40.00000 15040.00| 50.00000 18800.00| 110.00000 41360.00 CONCRETE, C, RAILING | | | 0035 709-51821 LUMP| 500.00000 500.00| 3000.00000 3000.00| 1530.00000 1530.00 SURFACE SEAL | | | 0036 710-51870 50.000 SFT | 75.00000 3750.00| 25.00000 1250.00| 88.73000 4436.50 REPOINTING MASONRY IN STRUCTURES | | | 0037 715-05149 6.000 LFT | 125.00000 750.00| 20.00000 120.00| 117.15000 702.90 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0038 720-44296 6.000 EACH| 325.00000 1950.00| 150.00000 900.00| 470.26000 2821.56 CAP INLET | | | 0039 720-45050 2.000 EACH| 1604.00000 3208.00| 1000.00000 2000.00| 2336.44000 4672.88 INLET, J11 | | | 0040 722-51401 20.000 SFT | 38.15000 763.00| 20.00000 400.00| 44.00000 880.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0041 722-51842 619.000 SYS | 49.50000 30640.50| 40.00000 24760.00| 62.82000 38885.58 BRIDGE DECK OVERLAY | | | 0042 722-51846 3.300 CYS | 330.00000 1089.00| 330.00000 1089.00| 330.00000 1089.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0043 722-51852 250.000 SFT | 14.15000 3537.50| 10.00000 2500.00| 40.00000 10000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0044 722-60824 485.000 SYS | 5.50000 2667.50| 5.50000 2667.50| 16.79000 8143.15 SURFACE MILLING | | | 0045 724-03276 54.000 LFT | 83.50000 4509.00| 140.00000 7560.00| 93.62000 5055.48 EXPANSION JOINT SEALING SYSTEM | | | 0046 729-51875 20.000 SFT | 75.00000 1500.00| 20.00000 400.00| 109.65000 2193.00 CONCRETE, A, PATCHING | | | 0047 801-04308 4.000 EACH| 140.00000 560.00| 400.00000 1600.00| 269.00000 1076.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 24.000 EACH| 70.00000 1680.00| 80.00000 1920.00| 69.00000 1656.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 28.000 EACH| 100.00000 2800.00| 120.00000 3360.00| 86.00000 2408.00 CONSTRUCTION SIGN, A | | | 0050 801-06710 40.000 DAY | 12.00000 480.00| 18.00000 720.00| 10.00000 400.00 FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 10725.00000 10725.00| 13000.00000 13000.00| 5351.74000 5351.74 MAINTAINING TRAFFIC | | | 0052 801-07118 48.000 LFT | 9.90000 475.20| 6.50000 312.00| 11.79000 565.92 BARRICADE, III-A | | | 0053 801-07119 48.000 LFT | 9.90000 475.20| 7.50000 360.00| 12.01000 576.48 BARRICADE, III-B | | | 0054 808-06713 3129.000 LFT | 0.23000 719.67| 0.30000 938.70| 0.29000 907.41 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,073.90 ROUTE : I-65 CALL ORDER : 450 CONTRACT ID : B -27356-A COUNTIES : LAKE LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1523985 |(3) 35-1582109 |ELLAS CONSTRUCTION COMPANY, |WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-06714 1096.000 LFT | 0.23000 252.08| 0.30000 328.80| 0.29000 317.84 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 425,277.84| $ 443,215.15| $ 499,516.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 425,277.84| $ 443,215.15| $ 499,516.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,259,050.37 ROUTE : SR 23 CALL ORDER : 470 CONTRACT ID : B -27372-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/20/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1591010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 4,144,803.56 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 4,182,999.95 100.9215% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 | |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 35000.00000 35000.00| 44210.00000 44210.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1000.00000 18000.00| 1345.00000 24210.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 195000.00000 195000.00| 209030.00000 209030.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 157136.49000 157136.49| CLEARING RIGHT OF WAY | | | 0005 202-02240 9941.000 SYS | 4.00000 39764.00| 14.43000 143448.63| PAVEMENT REMOVAL | | | 0006 202-02241 814.000 LFT | 6.40000 5209.60| 6.40000 5209.60| GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 250000.00000 250000.00| 187130.49000 187130.49| PRESENT STRUCTURE, REMOVE | | | 0008 202-51368 580.000 SYS | 4.00000 2320.00| 8.50000 4930.00| SLOPEWALL, REMOVE | | | 0009 202-93974 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0010 202-94954 2074.000 LFT | 4.00000 8296.00| 4.54000 9415.96| BARRIER WALL, CONCRETE, REMOVE | | | 0011 203-02000 65880.000 CYS | 5.00000 329400.00| 5.48000 361022.40| EXCAVATION, COMMON | | | 0012 205-06932 80.000 LFT | 12.75000 1020.00| 12.75000 1020.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 6.000 EACH| 55.00000 330.00| 55.00000 330.00| TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 50.000 LFT | 8.20000 410.00| 8.20000 410.00| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,259,050.37 ROUTE : SR 23 CALL ORDER : 470 CONTRACT ID : B -27372-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 | |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 206-51230 1165.000 CYS | 16.00000 18640.00| 10.75000 12523.75| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-07498 20760.000 SYS | 2.00000 41520.00| 5.15000 106914.00| SUBGRADE TREATMENT, TYPE A | | | 0017 207-07500 3144.000 SYS | 2.00000 6288.00| 5.15000 16191.60| SUBGRADE TREATMENT, TYPE C | | | 0018 211-06467 250.000 CYS | 35.00000 8750.00| 48.65000 12162.50| AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 820.000 CYS | 19.00000 15580.00| 16.75000 13735.00| STRUCTURE BACKFILL | | | 0020 301-07448 3939.000 TON | 19.00000 74841.00| 17.30000 68144.70| COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-01180 4317.000 TON | 19.00000 82023.00| 18.30000 79001.10| COMPACTED AGGREGATE, NO. 53 | | | 0022 304-07493 2470.000 TON | 40.00000 98800.00| 45.50000 112385.00| WIDENING WITH HMA, TYPE B | | | 0023 306-08038 560.000 SYS | 2.30000 1288.00| 12.85000 7196.00| MILLING, ASPHALT, 4 IN. | | | 0024 306-08039 9961.000 SYS | 1.23000 12252.03| 0.10000 996.10| MILLING, ASPHALT REMOVAL | | | 0025 306-08043 640.000 SYS | 8.13000 5203.20| 13.30000 8512.00| MILLING, TRANSITION | | | 0026 401-06264 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0027 401-07330 1330.000 TON | 35.00000 46550.00| 35.00000 46550.00| QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0028 401-07400 2225.000 TON | 31.00000 68975.00| 31.00000 68975.00| QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | 0029 401-07410 7510.000 TON | 31.00000 232810.00| 31.00000 232810.00| QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0030 401-07430 3490.000 TON | 30.00000 104700.00| 30.00000 104700.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0031 402-07433 170.000 TON | 35.00000 5950.00| 35.00000 5950.00| HMA SURFACE, TYPE B | | | 0032 402-07441 165.000 TON | 31.00000 5115.00| 31.00000 5115.00| HMA BASE, TYPE B | | | 0033 405-05518 7758.000 SYS | 0.10000 775.80| 0.10000 775.80| ASPHALT FOR PRIME COAT | | | 0034 406-05520 24.000 TON | 1.00000 24.00| 1.00000 24.00| ASPHALT FOR TACK COAT | | | 0035 503-05310 188.000 LFT | 110.00000 20680.00| 131.50000 24722.00| TERMINAL JOINT , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,259,050.37 ROUTE : SR 23 CALL ORDER : 470 CONTRACT ID : B -27372-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 | |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-01522 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-04746 6.000 EACH| 3600.00000 21600.00| 3600.00000 21600.00| ENERGY ABSORBING TERMINAL, CZ | | | 0038 601-05071 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0039 601-94689 2.000 EACH| 2400.00000 4800.00| 2400.00000 4800.00| GUARDRAIL END TREATMENT, OS | | | 0040 601-97774 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0041 601-99105 162.500 LFT | 18.00000 2925.00| 18.00000 2925.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 602-02098 4.000 EACH| 2500.00000 10000.00| 3645.00000 14580.00| MEDIAN BARRIER RAIL TRANSITION | | | 0043 602-06033 5335.000 LFT | 15.00000 80025.00| 21.95000 117103.25| TEMPORARY CONCRETE MEDIAN BARRIER | | | 0044 602-06639 600.000 LFT | 22.00000 13200.00| 19.95000 11970.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0045 602-06729 150.000 EACH| 5.00000 750.00| 5.00000 750.00| BARRIER DELINEATOR | | | 0046 602-06944 450.000 LFT | 27.00000 12150.00| 37.50000 16875.00| BARRIER, CONCRETE, 33 IN. | | | 0047 602-06945 1605.000 LFT | 32.00000 51360.00| 44.65000 71663.25| BARRIER, CONCRETE, 45 IN. | | | 0048 605-06245 39.000 SYS | 52.00000 2028.00| 52.20000 2035.80| CENTER CURB, B, CONCRETE | | | 0049 605-93464 117.700 SYS | 38.00000 4472.60| 52.45000 6173.37| CENTER CURB, CONCRETE, MODIFIED | | | 0050 605-94811 4.000 EACH| 500.00000 2000.00| 156.40000 625.60| CURB TURNOUT | | | 0051 606-07484 7900.000 LFT | 0.90000 7110.00| 0.55000 4345.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0052 609-06259 629.800 SYS | 45.00000 28341.00| 49.50000 31175.10| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0053 615-06515 3.000 EACH| 190.00000 570.00| 340.00000 1020.00| MONUMENT, D | | | 0054 616-02320 1990.000 SYS | 1.75000 3482.50| 2.65000 5273.50| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,259,050.37 ROUTE : SR 23 CALL ORDER : 470 CONTRACT ID : B -27372-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 | |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 616-06405 300.000 TON | 32.00000 9600.00| 26.55000 7965.00| RIPRAP, REVETMENT | | | 0056 616-06451 690.000 TON | 47.00000 32430.00| 30.65000 21148.50| RIPRAP, UNIFORM | | | 0057 616-51367 990.000 SYS | 40.00000 39600.00| 63.05000 62419.50| SLOPEWALL, CONCRETE, 4 IN. | | | 0058 621-01004 2.000 EACH| 575.00000 1150.00| 575.00000 1150.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-06545 1.800 TON | 498.00000 896.40| 498.00000 896.40| FERTILIZER | | | 0060 621-06548 10.000 LBS | 25.00000 250.00| 25.00000 250.00| SEED MIXTURE, CV | | | 0061 621-06553 750.000 LBS | 2.62000 1965.00| 2.62000 1965.00| SEED MIXTURE, R | | | 0062 621-06565 9.000 TON | 380.00000 3420.00| 380.00000 3420.00| MULCHING MATERIAL | | | 0063 621-06567 6.500 MG | 2.00000 13.00| 2.00000 13.00| WATER | | | 0064 621-06574 1620.000 SYS | 3.40000 5508.00| 3.40000 5508.00| SODDING | | | 0065 701-02936 3615.000 LFT | 40.00000 144600.00| 34.70000 125440.50| PILE, STEEL H, HP 14 X 89 | | | 0066 701-06011 3.000 EACH| 2500.00000 7500.00| 4095.00000 12285.00| DYNAMIC PILE LOAD TEST | | | 0067 701-06012 3.000 EACH| 900.00000 2700.00| 580.00000 1740.00| TEST PILE, RESTRIKE | | | 0068 701-06027 3.000 EACH| 2000.00000 6000.00| 2525.00000 7575.00| TEST PILE | | | 0069 701-91792 60.000 EACH| 100.00000 6000.00| 85.75000 5145.00| PILE TIP, STEEL H | | | 0070 702-04325 LUMP| 360000.00000 360000.00| 133075.00000 133075.00| TEMPORARY SHORING | | | 0071 702-51005 235.000 CYS | 284.00000 66740.00| 236.25000 55518.75| CONCRETE, A, SUBSTRUCTURE | | | 0072 702-51863 528.000 EACH| 6.00000 3168.00| 6.05000 3194.40| FIELD DRILLED HOLE IN CONCRETE | | | 0073 702-92857 248.800 CYS | 350.00000 87080.00| 300.00000 74640.00| CONCRETE, C, SUBSTRUCTURE | | | 0074 703-01540 904.000 EACH| 17.00000 15368.00| 9.72000 8786.88| THREADED TIE BAR ASSEMBLY , EPOXY COATED| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 470 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,259,050.37 ROUTE : SR 23 CALL ORDER : 470 CONTRACT ID : B -27372-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 | |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 703-01540 53.000 EACH| 14.00000 742.00| 7.25000 384.25| THREADED TIE BAR ASSEMBLY , PLAIN | | | 0076 703-51030 12526.000 LBS | 0.70000 8768.20| 0.58000 7265.08| REINFORCING STEEL , GRADE 60 | | | 0077 703-51032 256760.000 LBS | 0.80000 205408.00| 0.65000 166894.00| REINFORCING STEEL, EPOXY COATED , GRADE | | | 60 | | | 0079 704-51002 13.600 CYS | 1400.00000 19040.00| 3350.00000 45560.00| CONCRETE, C, SUPERSTRUCTURE | | | 0080 706-05732 4.000 EACH| 1200.00000 4800.00| 1028.00000 4112.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0081 706-51020 39.800 CYS | 600.00000 23880.00| 458.00000 18228.40| CONCRETE, C, RAILING | | | 0082 707-06404 2025.000 LFT | 225.00000 455625.00| 202.45000 409961.25| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 66 IN x 48 IN | | | 0083 709-51821 LUMP| 3400.00000 3400.00| 3400.00000 3400.00| SURFACE SEAL | | | 0084 711-90648 LUMP| 3000.00000 3000.00| 6200.00000 6200.00| TESTING AND MONITORING EQUIPMENT | | | 0085 715-05019 296.000 LFT | 70.00000 20720.00| 56.00000 16576.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0086 715-05024 298.000 LFT | 60.00000 17880.00| 45.00000 13410.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0087 715-05048 5300.000 LFT | 3.00000 15900.00| 4.85000 25705.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0088 715-05053 178.000 LFT | 6.00000 1068.00| 6.60000 1174.80| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0089 715-05151 290.000 LFT | 23.00000 6670.00| 23.00000 6670.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0090 715-05154 800.000 LFT | 36.00000 28800.00| 29.00000 23200.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0091 715-05407 276.000 LFT | 8.00000 2208.00| 9.90000 2732.40| PIPE, END BENT DRAIN, 6 IN. | | | 0092 715-26770 2.000 EACH| 3600.00000 7200.00| 4075.00000 8150.00| GRATED BOX END SECTION, I, 3:1, 24 IN. | | | 0093 715-46005 2.000 EACH| 250.00000 500.00| 730.00000 1460.00| PIPE END SECTION, 15 IN. | | | 0094 715-46020 2.000 EACH| 500.00000 1000.00| 825.00000 1650.00| PIPE END SECTION, 24 IN. | | | 0095 715-46040 4.000 EACH| 800.00000 3200.00| 925.00000 3700.00| PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 470 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,259,050.37 ROUTE : SR 23 CALL ORDER : 470 CONTRACT ID : B -27372-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 | |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 715-97403 1.000 EACH| 3700.00000 3700.00| 4205.00000 4205.00| GRATED BOX END SECTION, I, 6:1, 15 IN. | | | 0097 715-97404 1.000 EACH| 2500.00000 2500.00| 2860.00000 2860.00| GRATED BOX END SECTION, I, 3:1, 15 IN. | | | 0098 718-06528 5.000 EACH| 300.00000 1500.00| 45.00000 225.00| OUTLET PROTECTOR, 1 | | | 0099 718-06532 3300.000 LFT | 0.90000 2970.00| 0.90000 2970.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0100 718-52610 477.000 CYS | 41.00000 19557.00| 38.00000 18126.00| AGGREGATE FOR UNDERDRAINS | | | 0101 718-99153 3710.000 SYS | 1.30000 4823.00| 2.50000 9275.00| GEOTEXTILES FOR UNDERDRAIN | | | 0102 720-45041 4.000 EACH| 3600.00000 14400.00| 3400.00000 13600.00| INLET, H5 | | | 0103 720-45410 3.000 EACH| 1800.00000 5400.00| 2015.00000 6045.00| MANHOLE, C4 | | | 0104 720-45415 3.000 EACH| 2800.00000 8400.00| 2465.00000 7395.00| MANHOLE, D4 | | | 0105 728-98377 LUMP| 5700.00000 5700.00| 4000.00000 4000.00| MASONRY COATING | | | 0106 801-04308 8.000 EACH| 325.00000 2600.00| 325.00000 2600.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0107 801-06207 46485.000 LFT | 0.85000 39512.25| 0.85000 39512.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0108 801-06218 124.000 LFT | 5.10000 632.40| 5.10000 632.40| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0109 801-06640 80.000 EACH| 198.00000 15840.00| 198.00000 15840.00| CONSTRUCTION SIGN, A | | | 0110 801-06645 40.000 EACH| 50.00000 2000.00| 50.00000 2000.00| CONSTRUCTION SIGN, B | | | 0111 801-06710 1200.000 DAY | 11.00000 13200.00| 11.00000 13200.00| FLASHING ARROW SIGN | | | 0112 801-06775 LUMP| 45000.00000 45000.00| 42220.00000 42220.00| MAINTAINING TRAFFIC | | | 0113 801-07119 384.000 LFT | 21.50000 8256.00| 21.50000 8256.00| BARRICADE, III-B | | | 0114 801-07215 360.000 DAY | 60.00000 21600.00| 60.00000 21600.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0115 801-53072 LUMP| 22017.44000 22017.44| 19500.00000 19500.00| TEMPORARY TRAFFIC SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 470 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,259,050.37 ROUTE : SR 23 CALL ORDER : 470 CONTRACT ID : B -27372-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 | |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 801-94295 8.000 EACH| 220.00000 1760.00| 220.00000 1760.00| SIGNAL HEAD, RELOCATE | | | 0117 802-02158 2.000 EACH| 450.00000 900.00| 450.00000 900.00| SIGN, PANEL, REMOVE AND REINSTALL | | | 0118 802-07058 14.000 EACH| 100.00000 1400.00| 100.00000 1400.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0119 802-07158 2.000 EACH| 3250.00000 6500.00| 3250.00000 6500.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0120 802-76140 2.000 EACH| 13780.00000 27560.00| 13780.00000 27560.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0121 804-06770 12.000 EACH| 12.00000 144.00| 40.00000 480.00| DELINEATOR POST | | | 0122 808-03631 8530.000 LFT | 0.36000 3070.80| 0.36000 3070.80| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0123 808-03632 8365.000 LFT | 0.36000 3011.40| 0.36000 3011.40| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0124 808-06701 585.000 LFT | 1.50000 877.50| 1.50000 877.50| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0125 808-06716 10030.000 LFT | 0.65000 6519.50| 0.65000 6519.50| LINE, REMOVE | | | 0126 808-74805 64.000 LFT | 21.00000 1344.00| 21.00000 1344.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0127 808-74807 2.000 EACH| 270.00000 540.00| 270.00000 540.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0128 808-74808 2.000 EACH| 280.00000 560.00| 280.00000 560.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0129 808-74811 1350.000 LFT | 0.56000 756.00| 0.56000 756.00| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0130 808-75996 127.000 EACH| 7.22000 916.94| 7.00000 889.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0131 808-75998 127.000 EACH| 42.00000 5334.00| 42.00000 5334.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0132 704-08088 576.200 CYS | 375.00000 216075.00| 325.00000 187265.00| QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIED| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 470 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,259,050.37 ROUTE : SR 23 CALL ORDER : 470 CONTRACT ID : B -27372-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1690004 | |KANKAKEE VALLEY CONSTRUCTION|NORTHERN INDIANA CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,144,803.56| $ 4,182,999.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,144,803.56| $ 4,182,999.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CR 100E CALL ORDER : 480 CONTRACT ID : B -27436-A COUNTIES : OWEN LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 105 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 687,658.00 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 940,985.45 136.8391% 3 35-1111003 WHITE CONSTRUCTION, INC. $ 989,905.50 143.9531% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,336.13 ROUTE : CALL ORDER : 490 CONTRACT ID : B -27449-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/03/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949085 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 422,888.00 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 427,373.58 101.0607% 3 35-1310611 DUNCAN ROBERTSON INC $ 468,792.55 110.8550% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 488,875.00 115.6038% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 498,841.21 117.9605% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 517,041.30 122.2643% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1364963 |(3) 35-1310611 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON 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| 5000.00000 5000.00| 4000.00000 4000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 1850.00000 14800.00| 1500.00000 12000.00| 1500.00000 12000.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 21250.00000 21250.00| 22500.00000 22500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 10650.00000 10650.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 520.000 LFT | 3.00000 1560.00| 3.00000 1560.00| 2.75000 1430.00 GUARDRAIL, REMOVE | | | 0006 202-02272 98.000 LFT | 8.00000 784.00| 5.50000 539.00| 10.00000 980.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 26408.65000 26408.65| 50000.00000 50000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-74035 2.000 EACH| 27.00000 54.00| 30.00000 60.00| 30.00000 60.00 SIGN, REMOVE | | | 0009 203-02000 560.000 CYS | 10.00000 5600.00| 12.00000 6720.00| 15.00000 8400.00 EXCAVATION, COMMON | | | 0010 203-02020 354.000 CYS | 10.00000 3540.00| 20.00000 7080.00| 10.00000 3540.00 EXCAVATION, UNCLASSIFIED | | | 0011 203-02070 138.000 CYS | 5.00000 690.00| 15.00000 2070.00| 25.00000 3450.00 BORROW | | | 0012 205-06937 1450.000 LFT | 1.75000 2537.50| 1.60000 2320.00| 1.00000 1450.00 TEMPORARY SILT FENCE | | | 0013 211-07454 354.000 CYS | 21.00000 7434.00| 20.00000 7080.00| 25.00000 8850.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,336.13 ROUTE : CALL ORDER : 490 CONTRACT ID : B -27449-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1364963 |(3) 35-1310611 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-01180 363.600 TON | 20.00000 7272.00| 20.00000 7272.00| 18.00000 6544.80 COMPACTED AGGREGATE, NO. 53 | | | 0015 402-07433 128.000 TON | 51.50000 6592.00| 52.00000 6656.00| 52.00000 6656.00 HMA SURFACE, TYPE B | | | 0016 402-07438 180.000 TON | 45.30000 8154.00| 45.00000 8100.00| 46.00000 8280.00 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 575.000 TON | 36.00000 20700.00| 35.00000 20125.00| 36.60000 21045.00 HMA BASE, TYPE B | | | 0018 406-05521 2860.000 SYS | 0.12000 343.20| 0.12000 343.20| 0.12000 343.20 ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1570.00000 6280.00| 1475.00000 5900.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-94689 4.000 EACH| 2100.00000 8400.00| 2250.00000 9000.00| 2125.00000 8500.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 450.000 LFT | 14.00000 6300.00| 13.00000 5850.00| 14.00000 6300.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06729 8.000 EACH| 16.25000 130.00| 8.00000 64.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0023 603-06065 17.000 LFT | 25.40000 431.80| 25.00000 425.00| 28.00000 476.00 FENCE, CHAIN LINK, RESET | | | 0024 605-06121 194.750 LFT | 24.00000 4674.00| 17.50000 3408.13| 15.00000 2921.25 CURB, CONCRETE, B | | | 0025 607-06335 214.000 LFT | 40.00000 8560.00| 25.00000 5350.00| 15.00000 3210.00 PAVED SIDE DITCH, A | | | 0026 616-02320 60.000 SYS | 3.00000 180.00| 3.00000 180.00| 10.00000 600.00 GEOTEXTILES | | | 0027 616-06405 35.000 TON | 40.00000 1400.00| 27.50000 962.50| 35.00000 1225.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06560 1095.000 SYS | 1.50000 1642.50| 1.40000 1533.00| 1.45000 1587.75 MULCHED SEEDING, U | | | 0030 702-51863 464.000 EACH| 10.00000 4640.00| 9.50000 4408.00| 10.00000 4640.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 702-51863 4.000 EACH| 110.00000 440.00| 350.00000 1400.00| 250.00000 1000.00 FIELD DRILLED HOLE IN CONCRETE , 3 IN. | | | DIAMETER | | | 0032 702-90915 63.300 CYS | 750.00000 47475.00| 500.00000 31650.00| 700.00000 44310.00 CONCRETE, A | | | 0033 703-51032 29751.000 LBS | 0.85000 25288.35| 1.00000 29751.00| 0.80000 23800.80 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,336.13 ROUTE : CALL ORDER : 490 CONTRACT ID : B -27449-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1364963 |(3) 35-1310611 |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 704-51002 137.000 CYS | 295.00000 40415.00| 330.00000 45210.00| 300.00000 41100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-05732 4.000 EACH| 1420.00000 5680.00| 1200.00000 4800.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51020 17.000 CYS | 500.00000 8500.00| 440.00000 7480.00| 500.00000 8500.00 CONCRETE, C, RAILING | | | 0037 708-51813 2000.000 SFT | 41.00000 82000.00| 40.00000 80000.00| 64.00000 128000.00 PNEUMATICALLY PLACED MORTAR | | | 0038 708-51814 1000.000 SFT | 4.30000 4300.00| 4.25000 4250.00| 5.00000 5000.00 WELDED STEEL WIRE FABRIC | | | 0039 709-51821 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 6000.00000 6000.00 SURFACE SEAL | | | 0040 710-51870 50.000 SFT | 54.00000 2700.00| 50.00000 2500.00| 64.00000 3200.00 REPOINTING MASONRY IN STRUCTURES | | | 0041 722-60824 122.000 SYS | 22.00000 2684.00| 10.00000 1220.00| 15.00000 1830.00 SURFACE MILLING | | | 0042 801-04308 5.000 EACH| 200.00000 1000.00| 200.00000 1000.00| 250.00000 1250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06625 23.000 EACH| 110.00000 2530.00| 100.00000 2300.00| 105.00000 2415.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 7.000 EACH| 150.00000 1050.00| 135.00000 945.00| 135.00000 945.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP| 8000.00000 8000.00| 3750.00000 3750.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0046 801-07118 44.000 LFT | 13.00000 572.00| 13.50000 594.00| 23.00000 1012.00 BARRICADE, III-A | | | 0047 801-07119 66.000 LFT | 12.00000 792.00| 12.50000 825.00| 23.00000 1518.00 BARRICADE, III-B | | | 0048 808-06712 755.000 LFT | 0.30000 226.50| 0.35000 264.25| 0.35000 264.25 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 1510.000 LFT | 0.25000 377.50| 0.35000 528.50| 0.35000 528.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 422,888.00| $ 427,373.58| $ 468,792.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,888.00| $ 427,373.58| $ 468,792.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,336.13 ROUTE : CALL ORDER : 490 CONTRACT ID : B -27449-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU|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| 5000.00000 5000.00| 5555.75000 5555.75| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 1500.00000 12000.00| 1119.95000 8959.60| 1400.00000 11200.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 24000.00000 24000.00| 24942.06000 24942.06| 25800.00000 25800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 45904.18000 45904.18| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 520.000 LFT | 3.00000 1560.00| 3.02000 1570.40| 3.00000 1560.00 GUARDRAIL, REMOVE | | | 0006 202-02272 98.000 LFT | 10.00000 980.00| 11.99000 1175.02| 15.00000 1470.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 73499.50000 73499.50| 56894.22000 56894.22| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-74035 2.000 EACH| 26.00000 52.00| 30.19000 60.38| 30.00000 60.00 SIGN, REMOVE | | | 0009 203-02000 560.000 CYS | 14.00000 7840.00| 16.03000 8976.80| 20.00000 11200.00 EXCAVATION, COMMON | | | 0010 203-02020 354.000 CYS | 17.00000 6018.00| 23.04000 8156.16| 30.00000 10620.00 EXCAVATION, UNCLASSIFIED | | | 0011 203-02070 138.000 CYS | 18.00000 2484.00| 19.02000 2624.76| 32.00000 4416.00 BORROW | | | 0012 205-06937 1450.000 LFT | 1.70000 2465.00| 3.29000 4770.50| 1.65000 2392.50 TEMPORARY SILT FENCE | | | 0013 211-07454 354.000 CYS | 35.00000 12390.00| 15.52000 5494.08| 40.00000 14160.00 STRUCTURE BACKFILL | | | 0014 303-01180 363.600 TON | 24.00000 8726.40| 18.66000 6784.78| 28.00000 10180.80 COMPACTED AGGREGATE, NO. 53 | | | 0015 402-07433 128.000 TON | 50.00000 6400.00| 57.44000 7352.32| 49.00000 6272.00 HMA SURFACE, TYPE B | | | 0016 402-07438 180.000 TON | 44.00000 7920.00| 50.53000 9095.40| 43.00000 7740.00 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 575.000 TON | 35.00000 20125.00| 40.18000 23103.50| 35.00000 20125.00 HMA BASE, TYPE B | | | 0018 406-05521 2860.000 SYS | 0.15000 429.00| 0.13000 371.80| 0.12000 343.20 ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1550.00000 6200.00| 1751.27000 7005.08| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-94689 4.000 EACH| 2000.00000 8000.00| 2337.04000 9348.16| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 490 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,336.13 ROUTE : CALL ORDER : 490 CONTRACT ID : B -27449-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-99105 450.000 LFT | 12.75000 5737.50| 15.10000 6795.00| 14.00000 6300.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06729 8.000 EACH| 8.00000 64.00| 9.66000 77.28| 12.00000 96.00 BARRIER DELINEATOR | | | 0023 603-06065 17.000 LFT | 25.00000 425.00| 28.32000 481.44| 25.00000 425.00 FENCE, CHAIN LINK, RESET | | | 0024 605-06121 194.750 LFT | 20.00000 3895.00| 12.56000 2446.06| 24.00000 4674.00 CURB, CONCRETE, B | | | 0025 607-06335 214.000 LFT | 42.00000 8988.00| 26.53000 5677.42| 50.00000 10700.00 PAVED SIDE DITCH, A | | | 0026 616-02320 60.000 SYS | 7.00000 420.00| 9.28000 556.80| 5.00000 300.00 GEOTEXTILES | | | 0027 616-06405 35.000 TON | 40.00000 1400.00| 27.46000 961.10| 45.00000 1575.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 250.00000 250.00| 271.75000 271.75| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06560 1095.000 SYS | 1.30000 1423.50| 1.50000 1642.50| 1.40000 1533.00 MULCHED SEEDING, U | | | 0030 702-51863 464.000 EACH| 12.00000 5568.00| 7.22000 3350.08| 20.00000 9280.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 702-51863 4.000 EACH| 135.00000 540.00| 181.17000 724.68| 180.00000 720.00 FIELD DRILLED HOLE IN CONCRETE , 3 IN. | | | DIAMETER | | | 0032 702-90915 63.300 CYS | 770.00000 48741.00| 705.11000 44633.46| 850.00000 53805.00 CONCRETE, A | | | 0033 703-51032 29751.000 LBS | 1.10000 32726.10| 1.12000 33321.12| 1.10000 32726.10 REINFORCING STEEL, EPOXY COATED | | | 0034 704-51002 137.000 CYS | 400.00000 54800.00| 345.08000 47275.96| 600.00000 82200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0035 706-05732 4.000 EACH| 1400.00000 5600.00| 1449.32000 5797.28| 1395.00000 5580.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0036 706-51020 17.000 CYS | 500.00000 8500.00| 537.46000 9136.82| 500.00000 8500.00 CONCRETE, C, RAILING | | | 0037 708-51813 2000.000 SFT | 40.00000 80000.00| 38.00000 76000.00| 45.00000 90000.00 PNEUMATICALLY PLACED MORTAR | | | 0038 708-51814 1000.000 SFT | 4.20000 4200.00| 4.00000 4000.00| 4.25000 4250.00 WELDED STEEL WIRE FABRIC | | | 0039 709-51821 LUMP| 4500.00000 4500.00| 5060.56000 5060.56| 4000.00000 4000.00 SURFACE SEAL | | | 0040 710-51870 50.000 SFT | 50.00000 2500.00| 100.00000 5000.00| 60.00000 3000.00 REPOINTING MASONRY IN STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 490 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,336.13 ROUTE : CALL ORDER : 490 CONTRACT ID : B -27449-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-60824 122.000 SYS | 15.00000 1830.00| 1.21000 147.62| 30.00000 3660.00 SURFACE MILLING | | | 0042 801-04308 5.000 EACH| 200.00000 1000.00| 217.40000 1087.00| 200.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06625 23.000 EACH| 100.00000 2300.00| 114.74000 2639.02| 115.00000 2645.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 7.000 EACH| 130.00000 910.00| 150.97000 1056.79| 150.00000 1050.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP| 2000.00000 2000.00| 422.72000 422.72| 3800.00000 3800.00 MAINTAINING TRAFFIC | | | 0046 801-07118 44.000 LFT | 13.00000 572.00| 14.49000 637.56| 14.00000 616.00 BARRICADE, III-A | | | 0047 801-07119 66.000 LFT | 12.00000 792.00| 13.29000 877.14| 13.00000 858.00 BARRICADE, III-B | | | 0048 808-06712 755.000 LFT | 0.30000 226.50| 0.34000 256.70| 0.30000 226.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 1510.000 LFT | 0.25000 377.50| 0.24000 362.40| 0.22000 332.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 488,875.00| $ 498,841.21| $ 517,041.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 488,875.00| $ 498,841.21| $ 517,041.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,071.38 ROUTE : CR 300N CALL ORDER : 500 CONTRACT ID : B -27486-A COUNTIES : RUSH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9970013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 493,800.00 100.0000% 2 35-0182105 BLAKLEY CORPORATION $ 506,992.50 102.6716% 3 61-1201949 INTECH CONTRACTING LLC $ 561,901.14 113.7912% 4 35-1801998 CLR, INC. $ 638,572.25 129.3179% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0182105 |(3) 61-1201949 |MILESTONE CONTRACTORS, L.P. |BLAKLEY CORPORATION |INTECH CONTRACTING LLC 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| 2500.00000 2500.00| 1800.00000 1800.00| 200.00000 200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2000.00000 16000.00| 1260.00000 10080.00| 1200.00000 9600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 26000.00000 26000.00| 13500.00000 13500.00| 26757.19000 26757.19 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19800.00000 19800.00| 6300.00000 6300.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 202-06541 4.000 EACH| 198.00000 792.00| 315.00000 1260.00| 400.00000 1600.00 REMOVE AND REPLACE BEARING TIMBERS | | | 0006 202-06541 32.000 EACH| 165.00000 5280.00| 135.00000 4320.00| 489.00000 15648.00 REMOVE AND REPLACE LOWER LATERAL BRACING| | | 0007 202-06541 17.000 EACH| 290.00000 4930.00| 405.00000 6885.00| 355.00000 6035.00 REMOVE FLOOR BEAMS | | | 0008 202-07003 LUMP| 7500.00000 7500.00| 2070.00000 2070.00| 5500.00000 5500.00 REMOVE AND REMOUNT RUB RAIL | | | 0009 202-07003 LUMP| 19950.00000 19950.00| 6480.00000 6480.00| 12000.00000 12000.00 REMOVE DECK AND STRINGERS | | | 0010 202-07003 LUMP| 6000.00000 6000.00| 12915.00000 12915.00| 4000.00000 4000.00 REMOVE ROOF | | | 0011 202-07003 LUMP| 14800.00000 14800.00| 13500.00000 13500.00| 16000.00000 16000.00 REMOVE SIDING AND AWNINGS | | | 0012 202-90043 1.000 EACH| 9200.00000 9200.00| 5580.00000 5580.00| 3000.00000 3000.00 WINGWALL, REMOVE PORTIONS AND REPLACE | | | 0013 210-05721 LUMP| 13000.00000 13000.00| 17100.00000 17100.00| 11000.00000 11000.00 FIRE RETARDANT TREATMENT | | | 0014 210-05801 294.000 LFT | 160.00000 47040.00| 257.40000 75675.60| 355.00000 104370.00 REPLACE SEGMENT OF LOWER CHORD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,071.38 ROUTE : CR 300N CALL ORDER : 500 CONTRACT ID : B -27486-A COUNTIES : RUSH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0182105 |(3) 61-1201949 |MILESTONE CONTRACTORS, L.P. |BLAKLEY CORPORATION |INTECH CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-05804 LUMP| 5675.00000 5675.00| 536.40000 536.40| 1000.00000 1000.00 MISCELLANEOUS REPAIRS | | | 0016 210-05813 LUMP| 26340.00000 26340.00| 13500.00000 13500.00| 25000.00000 25000.00 PAINT BRIDGE | | | 0017 210-06750 LUMP| 6000.00000 6000.00| 2250.00000 2250.00| 8500.00000 8500.00 INSTALL NEW AWNINGS | | | 0018 210-06750 LUMP| 39000.00000 39000.00| 44100.00000 44100.00| 50000.00000 50000.00 INSTALL NEW SIDING | | | 0019 210-06752 24.000 EACH| 440.00000 10560.00| 139.50000 3348.00| 173.00000 4152.00 INSTALL KICKER BLOCKS | | | 0020 210-06752 14.000 EACH| 755.00000 10570.00| 3600.00000 50400.00| 2200.00000 30800.00 INSTALL LOWER CHORD JOINT REINFORCEMENT | | | 0021 210-06752 17.000 EACH| 1550.00000 26350.00| 1530.00000 26010.00| 1500.00000 25500.00 INSTALL NEW FLOOR BEAMS | | | 0022 210-06752 104.000 EACH| 180.00000 18720.00| 202.50000 21060.00| 225.00000 23400.00 INSTALL NEW STRINGERS | | | 0023 210-06752 34.000 EACH| 92.50000 3145.00| 126.00000 4284.00| 45.00000 1530.00 INSTALL RUB RAIL BLOCKING | | | 0024 210-06752 2.000 EACH| 370.00000 740.00| 810.00000 1620.00| 900.00000 1800.00 INSTALL STEEL ANGLE L-1 | | | 0025 210-06752 4.000 EACH| 465.00000 1860.00| 540.00000 2160.00| 600.00000 2400.00 INSTALL STEEL ASSEMBLY 2 | | | 0026 210-06752 56.000 EACH| 175.00000 9800.00| 171.00000 9576.00| 400.00000 22400.00 INSTALL STEEL PLATE A-1 | | | 0027 210-06752 20.000 EACH| 430.00000 8600.00| 135.00000 2700.00| 600.00000 12000.00 INSTALL STEEL PLATE A-10 | | | 0028 210-06752 4.000 EACH| 490.00000 1960.00| 450.00000 1800.00| 580.00000 2320.00 INSTALL STEEL PLATE A-11 | | | 0029 210-06752 4.000 EACH| 385.00000 1540.00| 225.00000 900.00| 570.00000 2280.00 INSTALL STEEL PLATE A-12 | | | 0030 210-06752 4.000 EACH| 750.00000 3000.00| 540.00000 2160.00| 953.00000 3812.00 INSTALL STEEL PLATE A-13 | | | 0031 210-06752 4.000 EACH| 705.00000 2820.00| 630.00000 2520.00| 1100.00000 4400.00 INSTALL STEEL PLATE A-14 | | | 0032 210-06752 8.000 EACH| 645.00000 5160.00| 900.00000 7200.00| 750.00000 6000.00 INSTALL STEEL PLATE A-16 | | | 0033 210-06752 8.000 EACH| 940.00000 7520.00| 990.00000 7920.00| 1000.00000 8000.00 INSTALL STEEL PLATE A-5 | | | 0034 210-06752 4.000 EACH| 475.00000 1900.00| 720.00000 2880.00| 721.00000 2884.00 INSTALL STEEL PLATE A-6 | | | 0035 210-06752 8.000 EACH| 290.00000 2320.00| 360.00000 2880.00| 300.00000 2400.00 INSTALL STEEL PLATE A-7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,071.38 ROUTE : CR 300N CALL ORDER : 500 CONTRACT ID : B -27486-A COUNTIES : RUSH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0182105 |(3) 61-1201949 |MILESTONE CONTRACTORS, L.P. |BLAKLEY CORPORATION |INTECH CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 210-06752 4.000 EACH| 1200.00000 4800.00| 1125.00000 4500.00| 1300.00000 5200.00 INSTALL STEEL PLATE A-8 | | | 0037 210-06752 8.000 EACH| 840.00000 6720.00| 1080.00000 8640.00| 1100.00000 8800.00 INSTALL STEEL PLATE A-9 | | | 0038 210-06981 LUMP| 4800.00000 4800.00| 2250.00000 2250.00| 2500.00000 2500.00 TIGHTEN ALL WEDGES IN UPPER AND LOWER | | | LATERAL BRACING AND BOLTS | | | 0039 210-07004 8.000 EACH| 375.00000 3000.00| 225.00000 1800.00| 500.00000 4000.00 FURNISH AND FABRICATE LOWER LATERAL | | | BRACING | | | 0040 210-07005 2435.000 SFT | 16.75000 40786.25| 24.30000 59170.50| 19.00000 46265.00 INSTALL NEW DECKING | | | 0041 210-07008 LUMP| 6000.00000 6000.00| 7200.00000 7200.00| 2500.00000 2500.00 RESTORE PORTAL SIDING AND LETTERING | | | 0042 711-05396 LUMP| 26761.25000 26761.25| 22500.00000 22500.00| 16500.00000 16500.00 REPLACE ROOF | | | 0043 712-07007 450.000 LFT | 22.00000 9900.00| 22.50000 10125.00| 22.00000 9900.00 EPOXY INJECTION REPAIR OF CRACKS | | | 0044 801-04308 2.000 EACH| 215.00000 430.00| 270.00000 540.00| 275.00000 550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06640 6.000 EACH| 160.00000 960.00| 135.00000 810.00| 140.00000 840.00 CONSTRUCTION SIGN, A | | | 0046 801-07118 48.000 LFT | 15.00000 720.00| 13.50000 648.00| 14.00000 672.00 BARRICADE, III-A | | | 0047 802-76025 14.500 SFT | 25.00000 362.50| 18.00000 261.00| 15.50000 224.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0048 802-76035 36.000 SFT | 18.00000 648.00| 18.00000 648.00| 16.70000 601.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0049 802-76055 140.000 LFT | 11.00000 1540.00| 4.50000 630.00| 4.00000 560.00 SIGN POST, A | | | SECTION TOTALS | $ 493,800.00| $ 506,992.50| $ 561,901.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 493,800.00| $ 506,992.50| $ 561,901.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,071.38 ROUTE : CR 300N CALL ORDER : 500 CONTRACT ID : B -27486-A COUNTIES : RUSH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2500.00000 2500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1500.00000 12000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 32000.00000 32000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| | CLEARING RIGHT OF WAY | | | 0005 202-06541 4.000 EACH| 550.00000 2200.00| | REMOVE AND REPLACE BEARING TIMBERS | | | 0006 202-06541 32.000 EACH| 1150.00000 36800.00| | REMOVE AND REPLACE LOWER LATERAL BRACING| | | 0007 202-06541 17.000 EACH| 500.00000 8500.00| | REMOVE FLOOR BEAMS | | | 0008 202-07003 LUMP| 5400.00000 5400.00| | REMOVE AND REMOUNT RUB RAIL | | | 0009 202-07003 LUMP| 17000.00000 17000.00| | REMOVE DECK AND STRINGERS | | | 0010 202-07003 LUMP| 5000.00000 5000.00| | REMOVE ROOF | | | 0011 202-07003 LUMP| 5500.00000 5500.00| | REMOVE SIDING AND AWNINGS | | | 0012 202-90043 1.000 EACH| 9800.00000 9800.00| | WINGWALL, REMOVE PORTIONS AND REPLACE | | | 0013 210-05721 LUMP| 10500.00000 10500.00| | FIRE RETARDANT TREATMENT | | | 0014 210-05801 294.000 LFT | 240.00000 70560.00| | REPLACE SEGMENT OF LOWER CHORD | | | 0015 210-05804 LUMP| 7900.00000 7900.00| | MISCELLANEOUS REPAIRS | | | 0016 210-05813 LUMP| 18000.00000 18000.00| | PAINT BRIDGE | | | 0017 210-06750 LUMP| 9400.00000 9400.00| | INSTALL NEW AWNINGS | | | 0018 210-06750 LUMP| 48000.00000 48000.00| | INSTALL NEW SIDING | | | 0019 210-06752 24.000 EACH| 540.00000 12960.00| | INSTALL KICKER BLOCKS | | | 0020 210-06752 14.000 EACH| 5100.00000 71400.00| | INSTALL LOWER CHORD JOINT REINFORCEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,071.38 ROUTE : CR 300N CALL ORDER : 500 CONTRACT ID : B -27486-A COUNTIES : RUSH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 210-06752 17.000 EACH| 1200.00000 20400.00| | INSTALL NEW FLOOR BEAMS | | | 0022 210-06752 104.000 EACH| 350.00000 36400.00| | INSTALL NEW STRINGERS | | | 0023 210-06752 34.000 EACH| 110.00000 3740.00| | INSTALL RUB RAIL BLOCKING | | | 0024 210-06752 2.000 EACH| 324.00000 648.00| | INSTALL STEEL ANGLE L-1 | | | 0025 210-06752 4.000 EACH| 660.00000 2640.00| | INSTALL STEEL ASSEMBLY 2 | | | 0026 210-06752 56.000 EACH| 275.00000 15400.00| | INSTALL STEEL PLATE A-1 | | | 0027 210-06752 20.000 EACH| 219.00000 4380.00| | INSTALL STEEL PLATE A-10 | | | 0028 210-06752 4.000 EACH| 330.00000 1320.00| | INSTALL STEEL PLATE A-11 | | | 0029 210-06752 4.000 EACH| 440.00000 1760.00| | INSTALL STEEL PLATE A-12 | | | 0030 210-06752 4.000 EACH| 440.00000 1760.00| | INSTALL STEEL PLATE A-13 | | | 0031 210-06752 4.000 EACH| 440.00000 1760.00| | INSTALL STEEL PLATE A-14 | | | 0032 210-06752 8.000 EACH| 695.00000 5560.00| | INSTALL STEEL PLATE A-16 | | | 0033 210-06752 8.000 EACH| 550.00000 4400.00| | INSTALL STEEL PLATE A-5 | | | 0034 210-06752 4.000 EACH| 250.00000 1000.00| | INSTALL STEEL PLATE A-6 | | | 0035 210-06752 8.000 EACH| 445.00000 3560.00| | INSTALL STEEL PLATE A-7 | | | 0036 210-06752 4.000 EACH| 445.00000 1780.00| | INSTALL STEEL PLATE A-8 | | | 0037 210-06752 8.000 EACH| 775.00000 6200.00| | INSTALL STEEL PLATE A-9 | | | 0038 210-06981 LUMP| 14900.00000 14900.00| | TIGHTEN ALL WEDGES IN UPPER AND LOWER | | | LATERAL BRACING AND BOLTS | | | 0039 210-07004 8.000 EACH| 2600.00000 20800.00| | FURNISH AND FABRICATE LOWER LATERAL | | | BRACING | | | 0040 210-07005 2435.000 SFT | 23.75000 57831.25| | INSTALL NEW DECKING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,071.38 ROUTE : CR 300N CALL ORDER : 500 CONTRACT ID : B -27486-A COUNTIES : RUSH LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 210-07008 LUMP| 13200.00000 13200.00| | RESTORE PORTAL SIDING AND LETTERING | | | 0042 711-05396 LUMP| 10000.00000 10000.00| | REPLACE ROOF | | | 0043 712-07007 450.000 LFT | 15.00000 6750.00| | EPOXY INJECTION REPAIR OF CRACKS | | | 0044 801-04308 2.000 EACH| 305.00000 610.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06640 6.000 EACH| 215.00000 1290.00| | CONSTRUCTION SIGN, A | | | 0046 801-07118 48.000 LFT | 18.00000 864.00| | BARRICADE, III-A | | | 0047 802-76025 14.500 SFT | 26.00000 377.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0048 802-76035 36.000 SFT | 16.00000 576.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0049 802-76055 140.000 LFT | 8.90000 1246.00| | SIGN POST, A | | | SECTION TOTALS | $ 638,572.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 638,572.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,387.94 ROUTE : CALL ORDER : 510 CONTRACT ID : B -27499-A COUNTIES : WAYNE LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/29/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9989034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 673,255.12 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 730,415.49 108.4901% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 738,835.00 109.7407% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 747,300.16 110.9980% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-2040801 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 13700.00000 13700.00| 12000.00000 12000.00| 7200.00000 7200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1581.00000 11067.00| 1500.00000 10500.00| 1750.00000 12250.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 36500.00000 36500.00| 36000.00000 36000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6602.00000 6602.00| 18250.00000 18250.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 32697.00000 32697.00| 24083.00000 24083.00| 55000.00000 55000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 84.000 m3 | 46.88000 3937.92| 45.00000 3780.00| 11.00000 924.00 EXCAVATION, COMMON | | | 0007 203-02070 7864.000 m3 | 9.38000 73764.32| 10.50000 82572.00| 14.00000 110096.00 BORROW | | | 0008 205-06931 4.500 Mg | 188.00000 846.00| 125.00000 562.50| 60.00000 270.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 830.000 m | 4.46000 3701.80| 5.00000 4150.00| 5.00000 4150.00 TEMPORARY SILT FENCE | | | 0010 206-51220 100.000 m3 | 16.71000 1671.00| 625.00000 62500.00| 65.00000 6500.00 EXCAVATION, WET | | | 0011 206-51225 29.200 m3 | 21.44000 626.05| 20.00000 584.00| 30.00000 876.00 EXCAVATION, DRY | | | 0012 207-07503 552.000 m2 | 11.35000 6265.20| 2.75000 1518.00| 5.00000 2760.00 SUBGRADE TREATMENT, TYPE E | | | 0013 211-06467 20.000 m3 | 40.72000 814.40| 90.00000 1800.00| 65.00000 1300.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 946.000 Mg | 17.92000 16952.32| 18.75000 17737.50| 22.00000 20812.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,387.94 ROUTE : CALL ORDER : 510 CONTRACT ID : B -27499-A COUNTIES : WAYNE LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-2040801 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 302-07455 18.500 m3 | 55.70000 1030.45| 105.00000 1942.50| 50.00000 925.00 DENSE GRADED SUBBASE | | | 0016 402-07432 167.000 Mg | 71.00000 11857.00| 75.00000 12525.00| 73.00000 12191.00 HMA SURFACE, TYPE A | | | 0017 402-07435 282.000 Mg | 61.00000 17202.00| 65.00000 18330.00| 63.00000 17766.00 HMA INTERMEDIATE, TYPE A | | | 0018 402-07440 43.000 Mg | 80.00000 3440.00| 85.00000 3655.00| 84.00000 3612.00 HMA BASE, TYPE A | | | 0019 405-05518 1953.000 m2 | 5.00000 9765.00| 0.55000 1074.15| 0.50000 976.50 ASPHALT FOR PRIME COAT | | | 0020 406-05521 1930.000 m2 | 0.05000 96.50| 0.06000 115.80| 0.10000 193.00 ASPHALT FOR TACK COAT | | | 0021 601-06037 4.000 EACH| 650.00000 2600.00| 695.00000 2780.00| 700.00000 2800.00 GUARDRAIL END TREATMENT, I | | | 0022 601-06374 4.000 EACH| 470.00000 1880.00| 705.00000 2820.00| 500.00000 2000.00 GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-99105 130.000 m | 40.00000 5200.00| 40.25000 5232.50| 44.00000 5720.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 603-06040 232.000 m | 16.00000 3712.00| 22.40000 5196.80| 18.00000 4176.00 FENCE, FARM FIELD, 1190 mm | | | 0025 609-06257 123.200 m2 | 72.15000 8888.88| 75.00000 9240.00| 100.00000 12320.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 610-07486 19.000 Mg | 95.00000 1805.00| 105.00000 1995.00| 100.00000 1900.00 HMA FOR APPROACHES, TYPE A | | | 0027 615-99189 1.000 EACH| 700.00000 700.00| 1350.00000 1350.00| 1000.00000 1000.00 PLAQUE, ALUMINUM | | | 0028 616-02320 736.000 m2 | 1.50000 1104.00| 2.25000 1656.00| 3.00000 2208.00 GEOTEXTILES | | | 0029 616-05688 435.000 Mg | 22.30000 9700.50| 24.50000 10657.50| 27.00000 11745.00 RIPRAP, CLASS 1 | | | 0030 616-06405 30.000 Mg | 45.80000 1374.00| 30.50000 915.00| 27.00000 810.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 400.00000 800.00| 820.00000 1640.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 1.000 Mg | 440.00000 440.00| 650.00000 650.00| 620.00000 620.00 FERTILIZER | | | 0033 621-06553 215.000 kg | 5.61000 1206.15| 7.00000 1505.00| 6.50000 1397.50 SEED MIXTURE, R | | | 0034 621-06557 187.000 kg | 4.56000 852.72| 5.00000 935.00| 5.00000 935.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,387.94 ROUTE : CALL ORDER : 510 CONTRACT ID : B -27499-A COUNTIES : WAYNE LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-2040801 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06565 5.000 Mg | 300.00000 1500.00| 500.00000 2500.00| 475.00000 2375.00 MULCHING MATERIAL | | | 0036 621-06567 0.500 kL | 15.60000 7.80| 2.20000 1.10| 3.00000 1.50 WATER | | | 0037 621-06574 25.000 m2 | 5.40000 135.00| 65.00000 1625.00| 60.00000 1500.00 SODDING | | | 0038 701-51195 551.000 m | 98.77000 54422.27| 80.00000 44080.00| 100.00000 55100.00 PILE, STEEL H, HP 310 X 79 | | | 0039 701-91792 26.000 EACH| 85.75000 2229.50| 105.00000 2730.00| 150.00000 3900.00 PILE TIP, STEEL H | | | 0040 702-51005 84.900 m3 | 1096.00000 93050.40| 625.00000 53062.50| 475.00000 40327.50 CONCRETE, A, SUBSTRUCTURE | | | 0041 703-51030 3604.000 kg | 1.88000 6775.52| 1.50000 5406.00| 1.75000 6307.00 REINFORCING STEEL | | | 0042 703-51032 25531.000 kg | 1.77000 45189.87| 1.70000 43402.70| 1.90000 48508.90 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 146.600 m3 | 607.00000 88986.20| 780.00000 114348.00| 725.00000 106285.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-06344 102.870 m | 127.00000 13064.49| 172.00000 17693.64| 130.00000 13373.10 RAILING, TS-1 | | | 0045 707-05983 214.800 m | 319.00000 68521.20| 320.00000 68736.00| 475.00000 102030.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0046 709-51821 LUMP| 2489.81000 2489.81| 2500.00000 2500.00| 3300.00000 3300.00 SURFACE SEAL | | | 0047 715-05407 26.000 m | 38.40000 998.40| 18.00000 468.00| 35.00000 910.00 PIPE, END BENT DRAIN, 150 mm | | | 0048 801-04308 3.000 EACH| 225.00000 675.00| 250.00000 750.00| 250.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06625 17.000 EACH| 55.00000 935.00| 65.00000 1105.00| 62.00000 1054.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 15.000 EACH| 120.00000 1800.00| 135.00000 2025.00| 135.00000 2025.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 600.00000 600.00| 6500.00000 6500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0052 801-07118 28.800 m | 30.00000 864.00| 35.00000 1008.00| 35.00000 1008.00 BARRICADE, III-A | | | 0053 802-05701 6.200 m | 48.00000 297.60| 38.00000 235.60| 50.00000 310.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 802-76025 1.400 m2 | 179.00000 250.60| 178.00000 249.20| 180.00000 252.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,387.94 ROUTE : CALL ORDER : 510 CONTRACT ID : B -27499-A COUNTIES : WAYNE LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1128289 |(3) 35-2040801 |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-06713 495.000 m | 2.35000 1163.25| 2.50000 1237.50| 3.00000 1485.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 673,255.12| $ 730,415.49| $ 738,835.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 673,255.12| $ 730,415.49| $ 738,835.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,387.94 ROUTE : CALL ORDER : 510 CONTRACT ID : B -27499-A COUNTIES : WAYNE LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 13000.00000 13000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1200.00000 8400.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 37000.00000 37000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18000.00000 18000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 77391.00000 77391.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 84.000 m3 | 22.00000 1848.00| | EXCAVATION, COMMON | | | 0007 203-02070 7864.000 m3 | 12.00000 94368.00| | BORROW | | | 0008 205-06931 4.500 Mg | 30.00000 135.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 830.000 m | 4.40000 3652.00| | TEMPORARY SILT FENCE | | | 0010 206-51220 100.000 m3 | 40.00000 4000.00| | EXCAVATION, WET | | | 0011 206-51225 29.200 m3 | 20.00000 584.00| | EXCAVATION, DRY | | | 0012 207-07503 552.000 m2 | 2.00000 1104.00| | SUBGRADE TREATMENT, TYPE E | | | 0013 211-06467 20.000 m3 | 100.00000 2000.00| | AGGREGATE FOR END BENT BACKFILL | | | 0014 301-07448 946.000 Mg | 17.00000 16082.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 18.500 m3 | 75.00000 1387.50| | DENSE GRADED SUBBASE | | | 0016 402-07432 167.000 Mg | 71.00000 11857.00| | HMA SURFACE, TYPE A | | | 0017 402-07435 282.000 Mg | 61.00000 17202.00| | HMA INTERMEDIATE, TYPE A | | | 0018 402-07440 43.000 Mg | 80.00000 3440.00| | HMA BASE, TYPE A | | | 0019 405-05518 1953.000 m2 | 0.50000 976.50| | ASPHALT FOR PRIME COAT | | | 0020 406-05521 1930.000 m2 | 0.05000 96.50| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 510 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,387.94 ROUTE : CALL ORDER : 510 CONTRACT ID : B -27499-A COUNTIES : WAYNE LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06037 4.000 EACH| 675.00000 2700.00| | GUARDRAIL END TREATMENT, I | | | 0022 601-06374 4.000 EACH| 500.00000 2000.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-99105 130.000 m | 42.00000 5460.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 603-06040 232.000 m | 17.00000 3944.00| | FENCE, FARM FIELD, 1190 mm | | | 0025 609-06257 123.200 m2 | 80.00000 9856.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 610-07486 19.000 Mg | 95.00000 1805.00| | HMA FOR APPROACHES, TYPE A | | | 0027 615-99189 1.000 EACH| 800.00000 800.00| | PLAQUE, ALUMINUM | | | 0028 616-02320 736.000 m2 | 1.50000 1104.00| | GEOTEXTILES | | | 0029 616-05688 435.000 Mg | 27.00000 11745.00| | RIPRAP, CLASS 1 | | | 0030 616-06405 30.000 Mg | 27.00000 810.00| | RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 800.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 1.000 Mg | 635.00000 635.00| | FERTILIZER | | | 0033 621-06553 215.000 kg | 6.50000 1397.50| | SEED MIXTURE, R | | | 0034 621-06557 187.000 kg | 4.70000 878.90| | SEED MIXTURE, T | | | 0035 621-06565 5.000 Mg | 500.00000 2500.00| | MULCHING MATERIAL | | | 0036 621-06567 0.500 kL | 2.10000 1.05| | WATER | | | 0037 621-06574 25.000 m2 | 60.00000 1500.00| | SODDING | | | 0038 701-51195 551.000 m | 60.00000 33060.00| | PILE, STEEL H, HP 310 X 79 | | | 0039 701-91792 26.000 EACH| 90.00000 2340.00| | PILE TIP, STEEL H | | | 0040 702-51005 84.900 m3 | 800.00000 67920.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 510 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 798,387.94 ROUTE : CALL ORDER : 510 CONTRACT ID : B -27499-A COUNTIES : WAYNE LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 703-51030 3604.000 kg | 1.70000 6126.80| | REINFORCING STEEL | | | 0042 703-51032 25531.000 kg | 1.80000 45955.80| | REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 146.600 m3 | 800.00000 117280.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-06344 102.870 m | 133.00000 13681.71| | RAILING, TS-1 | | | 0045 707-05983 214.800 m | 400.00000 85920.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0046 709-51821 LUMP| 2500.00000 2500.00| | SURFACE SEAL | | | 0047 715-05407 26.000 m | 20.00000 520.00| | PIPE, END BENT DRAIN, 150 mm | | | 0048 801-04308 3.000 EACH| 250.00000 750.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06625 17.000 EACH| 130.00000 2210.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 15.000 EACH| 155.00000 2325.00| | CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0052 801-07118 28.800 m | 43.00000 1238.40| | BARRICADE, III-A | | | 0053 802-05701 6.200 m | 50.00000 310.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 802-76025 1.400 m2 | 185.00000 259.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0055 808-06713 495.000 m | 1.30000 643.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 747,300.16| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 747,300.16| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,038,836.54 ROUTE : CR 750W CALL ORDER : 520 CONTRACT ID : B -27512-A COUNTIES : FULTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9925015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 947,685.73 100.0000% 2 35-1374866 PRIMCO, INC. $ 1,032,528.15 108.9525% 3 35-1523985 WIRTZ & YATES, INC. CONDITIONAL BID $ 1,090,919.59 115.1140% 4 35-1057237 R L MCCOY INC $ 1,169,943.56 123.4526% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1374866 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |PRIMCO, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 28000.00000 28000.00| 13015.60000 13015.60| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| 1200.00000 14400.00| 2300.00000 27600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 51626.41000 51626.41| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 25813.20000 25813.20| 22000.00000 22000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 100.000 SYS | 12.00000 1200.00| 40.00000 4000.00| 20.00000 2000.00 PAVEMENT REMOVAL | | | 0006 202-02241 165.000 LFT | 8.00000 1320.00| 11.00000 1815.00| 13.00000 2145.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 85000.00000 85000.00| 122031.26000 122031.26| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 2311.000 CYS | 8.00000 18488.00| 14.65000 33856.15| 8.00000 18488.00 EXCAVATION, COMMON | | | 0009 203-02070 479.000 CYS | 12.00000 5748.00| 29.50000 14130.50| 10.00000 4790.00 BORROW | | | 0010 205-06932 135.000 LFT | 9.00000 1215.00| 13.75000 1856.25| 12.50000 1687.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 3.000 EACH| 300.00000 900.00| 170.00000 510.00| 80.00000 240.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06936 32.000 TON | 150.00000 4800.00| 86.64000 2772.48| 40.00000 1280.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 1623.000 LFT | 4.00000 6492.00| 2.34000 3797.82| 1.63000 2645.49 TEMPORARY SILT FENCE | | | 0014 206-51220 122.000 CYS | 95.00000 11590.00| 49.75000 6069.50| 100.00000 12200.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,038,836.54 ROUTE : CR 750W CALL ORDER : 520 CONTRACT ID : B -27512-A COUNTIES : FULTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1374866 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |PRIMCO, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 206-51225 57.000 CYS | 9.00000 513.00| 92.00000 5244.00| 40.00000 2280.00 EXCAVATION, DRY | | | 0016 207-07498 1661.000 SYS | 15.00000 24915.00| 7.89000 13105.29| 20.00000 33220.00 SUBGRADE TREATMENT, TYPE A | | | 0017 207-07499 1742.000 SYS | 16.00000 27872.00| 5.59000 9737.78| 20.00000 34840.00 SUBGRADE TREATMENT, TYPE B | | | 0018 210-08105 330.000 LFT | 21.50000 7095.00| 20.00000 6600.00| 200.00000 66000.00 FLOATING SILT SCREEN | | | 0019 211-06467 47.000 CYS | 30.00000 1410.00| 94.50000 4441.50| 30.00000 1410.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 301-07448 1272.000 TON | 15.00000 19080.00| 13.50000 17172.00| 15.00000 19080.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-07455 26.000 CYS | 30.00000 780.00| 100.75000 2619.50| 20.00000 520.00 DENSE GRADED SUBBASE | | | 0022 303-01180 512.000 TON | 15.00000 7680.00| 18.15000 9292.80| 15.00000 7680.00 COMPACTED AGGREGATE, NO. 53 | | | 0023 306-08043 244.000 SYS | 9.00000 2196.00| 7.85000 1915.40| 12.00000 2928.00 MILLING, TRANSITION | | | 0024 402-07432 289.000 TON | 58.00000 16762.00| 53.00000 15317.00| 61.00000 17629.00 HMA SURFACE, TYPE A | | | 0025 402-07435 866.000 TON | 37.00000 32042.00| 33.00000 28578.00| 41.75000 36155.50 HMA INTERMEDIATE, TYPE A | | | 0026 402-07450 15.000 TON | 59.00000 885.00| 53.00000 795.00| 70.00000 1050.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0027 404-05514 1906.000 SYS | 1.90000 3621.40| 1.50000 2859.00| 1.65000 3144.90 SEAL COAT, 5 | | | 0028 405-05518 3782.000 SYS | 0.40000 1512.80| 0.25000 945.50| 0.30000 1134.60 ASPHALT FOR PRIME COAT | | | 0029 406-05521 4027.000 SYS | 0.18000 724.86| 0.07000 281.89| 0.10000 402.70 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1850.00000 7400.00| 1575.00000 6300.00| 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01846 1.000 EACH| 1875.00000 1875.00| 1525.00000 1525.00| 1753.00000 1753.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-06037 3.000 EACH| 800.00000 2400.00| 750.00000 2250.00| 862.00000 2586.00 GUARDRAIL END TREATMENT, I | | | 0033 601-99105 400.000 LFT | 15.00000 6000.00| 13.75000 5500.00| 15.80000 6320.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 602-06729 18.000 EACH| 12.00000 216.00| 10.60000 190.80| 25.00000 450.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,038,836.54 ROUTE : CR 750W CALL ORDER : 520 CONTRACT ID : B -27512-A COUNTIES : FULTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1374866 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |PRIMCO, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 609-06257 158.600 SYS | 48.00000 7612.80| 59.50000 9436.70| 50.00000 7930.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 610-07486 63.000 TON | 92.00000 5796.00| 85.00000 5355.00| 100.00000 6300.00 HMA FOR APPROACHES, TYPE A | | | 0037 611-05330 130.000 SYS | 40.00000 5200.00| 39.50000 5135.00| 70.00000 9100.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0038 611-95023 6.000 EACH| 195.00000 1170.00| 81.00000 486.00| 200.00000 1200.00 MAILBOX ASSEMBLY, RESET | | | 0039 616-02320 477.000 SYS | 3.50000 1669.50| 2.00000 954.00| 5.00000 2385.00 GEOTEXTILES | | | 0040 616-06405 302.000 TON | 26.00000 7852.00| 26.60000 8033.20| 24.00000 7248.00 RIPRAP, REVETMENT | | | 0041 621-06567 20.000 MG | 1.00000 20.00| 2.76000 55.20| 2.75000 55.00 WATER | | | 0042 621-06575 4911.000 SYS | 5.00000 24555.00| 2.52000 12375.72| 3.00000 14733.00 SODDING, NURSERY | | | 0043 701-96089 1975.000 LFT | 39.00000 77025.00| 30.00000 59250.00| 33.00000 65175.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0044 702-51005 95.300 CYS | 375.00000 35737.50| 425.00000 40502.50| 450.00000 42885.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 7.600 CYS | 375.00000 2850.00| 1150.00000 8740.00| 400.00000 3040.00 CONCRETE, B, FOOTINGS | | | 0046 702-51110 644.000 LBS | 3.50000 2254.00| 3.17000 2041.48| 4.00000 2576.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 703-51030 8333.000 LBS | 0.59000 4916.47| 0.74000 6166.42| 0.80000 6666.40 REINFORCING STEEL | | | 0048 703-51032 84795.000 LBS | 0.62000 52572.90| 0.80000 67836.00| 0.80000 67836.00 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 269.900 CYS | 400.00000 107960.00| 464.50000 125368.55| 450.00000 121455.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-51025 512.000 LFT | 88.50000 45312.00| 102.65000 52556.80| 90.00000 46080.00 CONCRETE, C, RAILING | | | 0051 707-05984 888.000 LFT | 140.00000 124320.00| 185.50000 164724.00| 202.75000 180042.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0052 709-51821 LUMP| 11000.00000 11000.00| 5572.00000 5572.00| 9000.00000 9000.00 SURFACE SEAL | | | 0053 715-03475 5.000 EACH| 475.00000 2375.00| 597.00000 2985.00| 200.00000 1000.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,038,836.54 ROUTE : CR 750W CALL ORDER : 520 CONTRACT ID : B -27512-A COUNTIES : FULTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1374866 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |PRIMCO, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05119 64.000 LFT | 16.00000 1024.00| 28.50000 1824.00| 15.00000 960.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0055 715-05149 178.000 LFT | 14.00000 2492.00| 25.50000 4539.00| 10.00000 1780.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0056 715-05169 79.000 LFT | 17.00000 1343.00| 29.85000 2358.15| 15.00000 1185.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0057 715-05407 93.000 LFT | 12.00000 1116.00| 13.60000 1264.80| 10.00000 930.00 PIPE, END BENT DRAIN, 6 IN. | | | 0058 715-91361 7.000 LFT | 18.00000 126.00| 49.00000 343.00| 10.00000 70.00 PIPE, PVC, 6 IN. | | | 0059 720-45030 1.000 EACH| 1200.00000 1200.00| 1500.00000 1500.00| 1000.00000 1000.00 INLET, E7 | | | 0060 720-45035 1.000 EACH| 1200.00000 1200.00| 1500.00000 1500.00| 1000.00000 1000.00 INLET, F7 | | | 0061 720-45275 2.000 EACH| 890.00000 1780.00| 1674.00000 3348.00| 900.00000 1800.00 PIPE CATCH BASIN, 24 IN. | | | 0062 801-04308 2.000 EACH| 500.00000 1000.00| 440.00000 880.00| 700.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 46.000 EACH| 100.00000 4600.00| 79.00000 3634.00| 100.00000 4600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 4.000 EACH| 162.00000 648.00| 120.00000 480.00| 165.00000 660.00 CONSTRUCTION SIGN, A | | | 0065 801-07118 48.000 LFT | 9.75000 468.00| 18.00000 864.00| 12.00000 576.00 BARRICADE, III-A | | | 0066 804-06770 2.000 EACH| 35.00000 70.00| 15.00000 30.00| 15.00000 30.00 DELINEATOR POST | | | 0067 808-06713 3375.000 LFT | 0.25000 843.75| 0.30000 1012.50| 0.35000 1181.25 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0068 808-06714 3375.000 LFT | 0.25000 843.75| 0.30000 1012.50| 0.35000 1181.25 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 947,685.73| $ 1,032,528.15| $ 1,090,919.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 947,685.73| $ 1,032,528.15| $ 1,090,919.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,038,836.54 ROUTE : CR 750W CALL ORDER : 520 CONTRACT ID : B -27512-A COUNTIES : FULTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |R L MCCOY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 24000.00000 24000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 58400.00000 58400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 100.000 SYS | 18.00000 1800.00| | PAVEMENT REMOVAL | | | 0006 202-02241 165.000 LFT | 5.00000 825.00| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 300000.00000 300000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 2311.000 CYS | 16.00000 36976.00| | EXCAVATION, COMMON | | | 0009 203-02070 479.000 CYS | 18.00000 8622.00| | BORROW | | | 0010 205-06932 135.000 LFT | 11.00000 1485.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 3.000 EACH| 60.00000 180.00| | TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06936 32.000 TON | 25.00000 800.00| | TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 1623.000 LFT | 2.00000 3246.00| | TEMPORARY SILT FENCE | | | 0014 206-51220 122.000 CYS | 280.00000 34160.00| | EXCAVATION, WET | | | 0015 206-51225 57.000 CYS | 60.00000 3420.00| | EXCAVATION, DRY | | | 0016 207-07498 1661.000 SYS | 12.00000 19932.00| | SUBGRADE TREATMENT, TYPE A | | | 0017 207-07499 1742.000 SYS | 10.00000 17420.00| | SUBGRADE TREATMENT, TYPE B | | | 0018 210-08105 330.000 LFT | 20.00000 6600.00| | FLOATING SILT SCREEN | | | 0019 211-06467 47.000 CYS | 34.00000 1598.00| | AGGREGATE FOR END BENT BACKFILL | | | 0020 301-07448 1272.000 TON | 14.00000 17808.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,038,836.54 ROUTE : CR 750W CALL ORDER : 520 CONTRACT ID : B -27512-A COUNTIES : FULTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |R L MCCOY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 302-07455 26.000 CYS | 28.00000 728.00| | DENSE GRADED SUBBASE | | | 0022 303-01180 512.000 TON | 14.00000 7168.00| | COMPACTED AGGREGATE, NO. 53 | | | 0023 306-08043 244.000 SYS | 12.00000 2928.00| | MILLING, TRANSITION | | | 0024 402-07432 289.000 TON | 53.00000 15317.00| | HMA SURFACE, TYPE A | | | 0025 402-07435 866.000 TON | 33.00000 28578.00| | HMA INTERMEDIATE, TYPE A | | | 0026 402-07450 15.000 TON | 53.00000 795.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0027 404-05514 1906.000 SYS | 1.50000 2859.00| | SEAL COAT, 5 | | | 0028 405-05518 3782.000 SYS | 0.25000 945.50| | ASPHALT FOR PRIME COAT | | | 0029 406-05521 4027.000 SYS | 0.07000 281.89| | ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1575.00000 6300.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01846 1.000 EACH| 1525.00000 1525.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-06037 3.000 EACH| 750.00000 2250.00| | GUARDRAIL END TREATMENT, I | | | 0033 601-99105 400.000 LFT | 13.75000 5500.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 602-06729 18.000 EACH| 10.00000 180.00| | BARRIER DELINEATOR | | | 0035 609-06257 158.600 SYS | 65.00000 10309.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 610-07486 63.000 TON | 85.00000 5355.00| | HMA FOR APPROACHES, TYPE A | | | 0037 611-05330 130.000 SYS | 50.00000 6500.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0038 611-95023 6.000 EACH| 100.00000 600.00| | MAILBOX ASSEMBLY, RESET | | | 0039 616-02320 477.000 SYS | 3.00000 1431.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 520 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,038,836.54 ROUTE : CR 750W CALL ORDER : 520 CONTRACT ID : B -27512-A COUNTIES : FULTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |R L MCCOY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 616-06405 302.000 TON | 24.00000 7248.00| | RIPRAP, REVETMENT | | | 0041 621-06567 20.000 MG | 2.50000 50.00| | WATER | | | 0042 621-06575 4911.000 SYS | 2.52000 12375.72| | SODDING, NURSERY | | | 0043 701-96089 1975.000 LFT | 29.00000 57275.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0044 702-51005 95.300 CYS | 300.00000 28590.00| | CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 7.600 CYS | 300.00000 2280.00| | CONCRETE, B, FOOTINGS | | | 0046 702-51110 644.000 LBS | 6.00000 3864.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 703-51030 8333.000 LBS | 0.65000 5416.45| | REINFORCING STEEL | | | 0048 703-51032 84795.000 LBS | 0.70000 59356.50| | REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 269.900 CYS | 325.00000 87717.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-51025 512.000 LFT | 55.00000 28160.00| | CONCRETE, C, RAILING | | | 0051 707-05984 888.000 LFT | 169.00000 150072.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0052 709-51821 LUMP| 6760.00000 6760.00| | SURFACE SEAL | | | 0053 715-03475 5.000 EACH| 300.00000 1500.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0054 715-05119 64.000 LFT | 36.00000 2304.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0055 715-05149 178.000 LFT | 35.00000 6230.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0056 715-05169 79.000 LFT | 38.00000 3002.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0057 715-05407 93.000 LFT | 15.00000 1395.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0058 715-91361 7.000 LFT | 15.00000 105.00| | PIPE, PVC, 6 IN. | | | 0059 720-45030 1.000 EACH| 2250.00000 2250.00| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 520 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,038,836.54 ROUTE : CR 750W CALL ORDER : 520 CONTRACT ID : B -27512-A COUNTIES : FULTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |R L MCCOY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45035 1.000 EACH| 2250.00000 2250.00| | INLET, F7 | | | 0061 720-45275 2.000 EACH| 1800.00000 3600.00| | PIPE CATCH BASIN, 24 IN. | | | 0062 801-04308 2.000 EACH| 375.00000 750.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 46.000 EACH| 80.00000 3680.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 4.000 EACH| 150.00000 600.00| | CONSTRUCTION SIGN, A | | | 0065 801-07118 48.000 LFT | 18.75000 900.00| | BARRICADE, III-A | | | 0066 804-06770 2.000 EACH| 20.00000 40.00| | DELINEATOR POST | | | 0067 808-06713 3375.000 LFT | 0.20000 675.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0068 808-06714 3375.000 LFT | 0.20000 675.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 1,169,943.56| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,169,943.56| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 37 CALL ORDER : 530 CONTRACT ID : B -27527-A COUNTIES : LAWRENCE LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 1,195,284.51 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,195,941.40 100.0549% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 31 CALL ORDER : 540 CONTRACT ID : B -27560-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/19/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 849,350.86 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-65 CALL ORDER : 550 CONTRACT ID : B -27613-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/18/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 832,579.40 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 922,848.10 110.8420% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 994,237.80 119.4165% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,284,732.60 154.3075% ====================================================================================================================================