INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 140 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0244023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,349,265.55 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,502,204.31 111.3349% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,544,922.40 114.5009% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,565,833.05 116.0507% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,746,494.72 129.4403% 6 35-1878024 RAGLE, INC. $ 1,761,230.22 130.5325% 7 35-0626844 RUDOLPH, J.H. & CO $ 1,878,215.60 139.2028% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. 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| 15000.00000 15000.00| 10000.00000 10000.00| 22960.00000 22960.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 900.00000 9000.00| 1400.00000 14000.00| 1384.00000 13840.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 67250.00000 67250.00| 70000.00000 70000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 12500.00000 12500.00| 25898.00000 25898.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 50000.00000 50000.00| 61000.00000 61000.00| 58567.00000 58567.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1006.000 m3 | 10.00000 10060.00| 5.75000 5784.50| 9.25000 9305.50 EXCAVATION, COMMON | | | 0007 203-02070 6177.000 m3 | 9.50000 58681.50| 9.50000 58681.50| 10.87000 67143.99 BORROW | | | 0008 203-51223 5900.000 m3 | 10.00000 59000.00| 7.00000 41300.00| 4.89000 28851.00 EXCAVATION, WATERWAY | | | 0009 204-02290 12.000 EACH| 750.00000 9000.00| 500.00000 6000.00| 224.00000 2688.00 SETTLEMENT PLATE | | | 0010 205-03371 25.000 m3 | 15.00000 375.00| 10.00000 250.00| 12.15000 303.75 SEDIMENT REMOVE | | | 0011 205-06931 18.000 Mg | 25.00000 450.00| 15.00000 270.00| 25.00000 450.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 13.000 Mg | 25.00000 325.00| 35.00000 455.00| 26.00000 338.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06937 2007.000 m | 4.50000 9031.50| 4.13000 8288.91| 4.90000 9834.30 TEMPORARY SILT FENCE | | | 0014 206-51220 192.300 m3 | 127.50000 24518.25| 35.00000 6730.50| 25.00000 4807.50 EXCAVATION, WET | | | 0015 207-07500 1632.000 m2 | 9.50000 15504.00| 5.00000 8160.00| 5.00000 8160.00 SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 32.200 m3 | 27.50000 885.50| 60.00000 1932.00| 42.00000 1352.40 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 1.700 m3 | 27.50000 46.75| 100.00000 170.00| 80.00000 136.00 STRUCTURE BACKFILL | | | 0018 301-07448 3687.000 Mg | 14.00000 51618.00| 11.00000 40557.00| 10.65000 39266.55 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08043 615.000 m2 | 3.50000 2152.50| 5.00000 3075.00| 4.00000 2460.00 MILLING, TRANSITION | | | 0020 402-07432 345.000 Mg | 42.35000 14610.75| 45.20000 15594.00| 41.35000 14265.75 HMA SURFACE, TYPE A | | | 0021 402-07433 430.000 Mg | 42.35000 18210.50| 45.20000 19436.00| 41.35000 17780.50 HMA SURFACE, TYPE B | | | 0022 402-07438 135.000 Mg | 39.60000 5346.00| 43.60000 5886.00| 38.60000 5211.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07440 1025.000 Mg | 36.30000 37207.50| 40.80000 41820.00| 35.30000 36182.50 HMA BASE, TYPE A | | | 0024 402-07441 430.000 Mg | 36.30000 15609.00| 42.20000 18146.00| 35.30000 15179.00 HMA BASE, TYPE B | | | 0025 402-07451 1280.000 Mg | 37.60000 48128.00| 41.55000 53184.00| 36.60000 46848.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0026 402-07453 770.000 Mg | 39.60000 30492.00| 42.80000 32956.00| 38.60000 29722.00 HMA FOR TEMPORARY PAVEMENT | | | 0027 405-05517 1.300 Mg | 555.00000 721.50| 550.00000 715.00| 550.00000 715.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 18.000 Mg | 225.00000 4050.00| 250.00000 4500.00| 220.00000 3960.00 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-02206 60.960 m | 27.50000 1676.40| 25.90000 1578.86| 25.90000 1578.86 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0031 601-94689 4.000 EACH| 2350.00000 9400.00| 2250.00000 9000.00| 2250.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97080 4.000 EACH| 1350.00000 5400.00| 1250.00000 5000.00| 1250.00000 5000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99105 118.110 m | 40.00000 4724.40| 38.30000 4523.61| 38.30000 4523.61 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 12.000 EACH| 8.00000 96.00| 8.00000 96.00| 7.00000 84.00 BARRIER DELINEATOR | | | 0035 608-05741 5936.000 m | 1.35000 8013.60| 2.90000 17214.40| 5.50000 32648.00 WICK DRAIN | | | 0036 608-96298 1868.600 m3 | 12.00000 22423.20| 25.00000 46715.00| 21.11000 39446.15 SAND DRAIN BLANKET | | | 0037 609-06259 264.100 m2 | 68.00000 17958.80| 75.00000 19807.50| 67.00000 17694.70 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0038 610-07486 20.000 Mg | 60.00000 1200.00| 65.00000 1300.00| 55.00000 1100.00 HMA FOR APPROACHES, TYPE A | | | 0039 615-06490 24.000 EACH| 95.00000 2280.00| 90.00000 2160.00| 90.00000 2160.00 RIGHT OF WAY MARKER | | | 0040 615-06505 6.000 EACH| 520.00000 3120.00| 495.00000 2970.00| 495.00000 2970.00 MONUMENT, B | | | 0041 615-06510 2.000 EACH| 420.00000 840.00| 395.00000 790.00| 395.00000 790.00 MONUMENT, C | | | 0042 616-02320 1995.000 m2 | 2.75000 5486.25| 2.00000 3990.00| 1.80000 3591.00 GEOTEXTILES | | | 0043 616-06405 1165.000 Mg | 17.50000 20387.50| 20.00000 23300.00| 13.43000 15645.95 RIPRAP, REVETMENT | | | 0044 621-01004 3.000 EACH| 450.00000 1350.00| 400.00000 1200.00| 635.00000 1905.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01371 66.000 kg | 18.60000 1227.60| 17.60000 1161.60| 7.25000 478.50 SEED MIXTURE, LEGUME, 2 | | | 0046 621-06545 2.000 Mg | 475.00000 950.00| 440.00000 880.00| 535.00000 1070.00 FERTILIZER | | | 0047 621-06548 14.000 kg | 122.00000 1708.00| 121.00000 1694.00| 66.00000 924.00 SEED MIXTURE, CV | | | 0048 621-06553 240.000 kg | 5.50000 1320.00| 4.95000 1188.00| 6.25000 1500.00 SEED MIXTURE, R | | | 0049 621-06557 113.000 kg | 3.75000 423.75| 3.41000 385.33| 4.25000 480.25 SEED MIXTURE, T | | | 0050 621-06565 14.000 Mg | 350.00000 4900.00| 330.00000 4620.00| 430.00000 6020.00 MULCHING MATERIAL | | | 0051 621-06567 1.000 kL | 1.00000 1.00| 10.00000 10.00| 1.00000 1.00 WATER | | | 0052 621-06575 51.100 m2 | 10.00000 511.00| 9.00000 459.90| 11.45000 585.10 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 622-52436 4.000 EACH| 35.00000 140.00| 30.00000 120.00| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 140.000 EACH| 16.00000 2240.00| 15.00000 2100.00| 8.55000 1197.00 SEEDLING | | | 0055 701-91792 36.000 EACH| 110.00000 3960.00| 125.00000 4500.00| 76.20000 2743.20 PILE TIP, STEEL H | | | 0056 701-92043 3.600 m | 500.00000 1800.00| 4000.00000 14400.00| 2000.00000 7200.00 CORED HOLE IN ROCK, 457 mm | | | 0057 701-95780 253.400 m | 145.00000 36743.00| 150.00000 38010.00| 160.00000 40544.00 PILE, STEEL H, HP 310 X 110 | | | 0058 702-51005 106.900 m3 | 400.00000 42760.00| 500.00000 53450.00| 545.00000 58260.50 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51015 30.400 m3 | 400.00000 12160.00| 500.00000 15200.00| 421.00000 12798.40 CONCRETE, B, FOOTINGS | | | 0060 703-51030 16076.000 kg | 1.50000 24114.00| 1.65000 26525.40| 1.28000 20577.28 REINFORCING STEEL | | | 0061 703-51032 59084.000 kg | 1.70000 100442.80| 1.90000 112259.60| 1.44000 85080.96 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 304.200 m3 | 390.00000 118638.00| 380.00000 115596.00| 556.25000 169211.25 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1100.00000 4400.00| 1500.00000 6000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 31.600 m3 | 380.00000 12008.00| 550.00000 17380.00| 525.00000 16590.00 CONCRETE, C, RAILING | | | 0065 707-05984 384.000 m | 400.00000 153600.00| 500.00000 192000.00| 426.40000 163737.60 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0066 709-51821 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 5040.00000 5040.00 SURFACE SEAL | | | 0067 713-51335 LUMP| 110000.00000 110000.00| 180000.00000 180000.00| 220000.00000 220000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0068 715-05169 15.500 m | 65.00000 1007.50| 50.00000 775.00| 123.27000 1910.69 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0069 715-05407 48.000 m | 13.50000 648.00| 30.00000 1440.00| 6.02000 288.96 PIPE, END BENT DRAIN, 150 mm | | | 0070 715-46005 2.000 EACH| 250.00000 500.00| 200.00000 400.00| 215.00000 430.00 PIPE END SECTION, 375 mm | | | 0071 728-98377 LUMP| 4200.00000 4200.00| 3200.00000 3200.00| 3890.00000 3890.00 MASONRY COATING | | | 0072 801-04308 2.000 EACH| 325.00000 650.00| 295.00000 590.00| 295.00000 590.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06207 100.000 m | 3.00000 300.00| 3.00000 300.00| 3.00000 300.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06640 17.000 EACH| 135.00000 2295.00| 125.00000 2125.00| 125.00000 2125.00 CONSTRUCTION SIGN, A | | | 0075 801-06645 10.000 EACH| 40.00000 400.00| 40.00000 400.00| 40.00000 400.00 CONSTRUCTION SIGN, B | | | 0076 801-06649 54.000 EACH| 6.25000 337.50| 5.95000 321.30| 5.95000 321.30 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0077 801-06775 LUMP| 7500.00000 7500.00| 5000.00000 5000.00| 21879.00000 21879.00 MAINTAINING TRAFFIC | | | 0078 801-07118 28.800 m | 60.00000 1728.00| 55.75000 1605.60| 55.75000 1605.60 BARRICADE, III-A | | | 0079 808-06713 1660.000 m | 0.90000 1494.00| 0.79000 1311.40| 0.79000 1311.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-06714 1660.000 m | 0.90000 1494.00| 0.79000 1311.40| 0.79000 1311.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0081 808-75996 61.000 EACH| 7.50000 457.50| 16.00000 976.00| 5.00000 305.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 61.000 EACH| 57.50000 3507.50| 55.00000 3355.00| 55.00000 3355.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0083 801-06203 2300.000 m | 0.90000 2070.00| 0.79000 1817.00| 0.79000 1817.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | SECTION TOTALS | $ 1,349,265.55| $ 1,502,204.31| $ 1,544,922.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,349,265.55| $ 1,502,204.31| $ 1,544,922.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1878024 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|RAGLE, 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| 27000.00000 27000.00| 71808.69000 71808.69| 15500.00000 15500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 700.00000 7000.00| 1616.30000 16163.00| 1000.00000 10000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 79000.00000 79000.00| 87324.74000 87324.74| 88000.00000 88000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16000.00000 16000.00| 15144.91000 15144.91| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 50544.84000 50544.84| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1006.000 m3 | 13.00000 13078.00| 6.97000 7011.82| 5.75000 5784.50 EXCAVATION, COMMON | | | 0007 203-02070 6177.000 m3 | 11.00000 67947.00| 11.51000 71097.27| 9.50000 58681.50 BORROW | | | 0008 203-51223 5900.000 m3 | 7.00000 41300.00| 8.48000 50032.00| 7.00000 41300.00 EXCAVATION, WATERWAY | | | 0009 204-02290 12.000 EACH| 650.00000 7800.00| 411.75000 4941.00| 500.00000 6000.00 SETTLEMENT PLATE | | | 0010 205-03371 25.000 m3 | 25.00000 625.00| 12.12000 303.00| 10.00000 250.00 SEDIMENT REMOVE | | | 0011 205-06931 18.000 Mg | 36.00000 648.00| 18.17000 327.06| 15.00000 270.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 13.000 Mg | 44.00000 572.00| 42.41000 551.33| 35.00000 455.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 2007.000 m | 4.20000 8429.40| 7.64000 15333.48| 4.00000 8028.00 TEMPORARY SILT FENCE | | | 0014 206-51220 192.300 m3 | 400.00000 76920.00| 30.29000 5824.77| 450.00000 86535.00 EXCAVATION, WET | | | 0015 207-07500 1632.000 m2 | 6.00000 9792.00| 6.06000 9889.92| 5.00000 8160.00 SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 32.200 m3 | 40.00000 1288.00| 30.81000 992.08| 40.00000 1288.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 1.700 m3 | 100.00000 170.00| 121.16000 205.97| 100.00000 170.00 STRUCTURE BACKFILL | | | 0018 301-07448 3687.000 Mg | 15.00000 55305.00| 14.54000 53608.98| 12.00000 44244.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08043 615.000 m2 | 4.10000 2521.50| 7.68000 4723.20| 4.00000 2460.00 MILLING, TRANSITION | | | 0020 402-07432 345.000 Mg | 42.00000 14490.00| 50.10000 17284.50| 41.35000 14265.75 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1878024 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 430.000 Mg | 42.00000 18060.00| 50.10000 21543.00| 41.35000 17780.50 HMA SURFACE, TYPE B | | | 0022 402-07438 135.000 Mg | 39.00000 5265.00| 46.77000 6313.95| 38.60000 5211.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07440 1025.000 Mg | 36.00000 36900.00| 42.77000 43839.25| 35.30000 36182.50 HMA BASE, TYPE A | | | 0024 402-07441 430.000 Mg | 36.00000 15480.00| 42.77000 18391.10| 35.30000 15179.00 HMA BASE, TYPE B | | | 0025 402-07451 1280.000 Mg | 37.00000 47360.00| 44.34000 56755.20| 36.60000 46848.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0026 402-07453 770.000 Mg | 39.00000 30030.00| 46.77000 36012.90| 38.60000 29722.00 HMA FOR TEMPORARY PAVEMENT | | | 0027 405-05517 1.300 Mg | 550.00000 715.00| 666.38000 866.29| 500.50000 650.65 ASPHALT FOR PRIME COAT | | | 0028 406-05520 18.000 Mg | 220.00000 3960.00| 266.55000 4797.90| 220.00000 3960.00 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1225.00000 4900.00| 1472.09000 5888.36| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-02206 60.960 m | 26.00000 1584.96| 27.87000 1698.96| 25.90000 1578.86 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0031 601-94689 4.000 EACH| 2300.00000 9200.00| 2635.21000 10540.84| 2250.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97080 4.000 EACH| 1300.00000 5200.00| 2017.30000 8069.20| 1250.00000 5000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 118.110 m | 39.00000 4606.29| 46.04000 5437.78| 38.30000 4523.61 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 12.000 EACH| 7.00000 84.00| 8.48000 101.76| 6.00000 72.00 BARRIER DELINEATOR | | | 0035 608-05741 5936.000 m | 3.20000 18995.20| 5.44000 32291.84| 7.50000 44520.00 WICK DRAIN | | | 0036 608-96298 1868.600 m3 | 16.00000 29897.60| 30.29000 56599.89| 25.00000 46715.00 SAND DRAIN BLANKET | | | 0037 609-06259 264.100 m2 | 54.00000 14261.40| 59.55000 15727.16| 50.00000 13205.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0038 610-07486 20.000 Mg | 56.00000 1120.00| 66.64000 1332.80| 55.00000 1100.00 HMA FOR APPROACHES, TYPE A | | | 0039 615-06490 24.000 EACH| 92.00000 2208.00| 109.04000 2616.96| 90.00000 2160.00 RIGHT OF WAY MARKER | | | 0040 615-06505 6.000 EACH| 500.00000 3000.00| 763.30000 4579.80| 495.00000 2970.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1878024 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 615-06510 2.000 EACH| 400.00000 800.00| 436.17000 872.34| 395.00000 790.00 MONUMENT, C | | | 0042 616-02320 1995.000 m2 | 2.00000 3990.00| 2.42000 4827.90| 2.00000 3990.00 GEOTEXTILES | | | 0043 616-06405 1165.000 Mg | 16.00000 18640.00| 24.23000 28227.95| 14.00000 16310.00 RIPRAP, REVETMENT | | | 0044 621-01004 3.000 EACH| 400.00000 1200.00| 484.64000 1453.92| 635.00000 1905.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01371 66.000 kg | 17.75000 1171.50| 21.32000 1407.12| 7.25000 478.50 SEED MIXTURE, LEGUME, 2 | | | 0046 621-06545 2.000 Mg | 450.00000 900.00| 533.10000 1066.20| 535.00000 1070.00 FERTILIZER | | | 0047 621-06548 14.000 kg | 122.00000 1708.00| 146.60000 2052.40| 66.00000 924.00 SEED MIXTURE, CV | | | 0048 621-06553 240.000 kg | 5.00000 1200.00| 6.00000 1440.00| 6.25000 1500.00 SEED MIXTURE, R | | | 0049 621-06557 113.000 kg | 3.50000 395.50| 4.13000 466.69| 4.25000 480.25 SEED MIXTURE, T | | | 0050 621-06565 14.000 Mg | 350.00000 4900.00| 399.83000 5597.62| 430.00000 6020.00 MULCHING MATERIAL | | | 0051 621-06567 1.000 kL | 10.00000 10.00| 12.12000 12.12| 1.00000 1.00 WATER | | | 0052 621-06575 51.100 m2 | 9.00000 459.90| 10.90000 556.99| 11.45000 585.10 SODDING, NURSERY | | | 0053 622-52436 4.000 EACH| 21.00000 84.00| 36.35000 145.40| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 140.000 EACH| 16.00000 2240.00| 18.17000 2543.80| 8.55000 1197.00 SEEDLING | | | 0055 701-91792 36.000 EACH| 100.00000 3600.00| 95.72000 3445.92| 200.00000 7200.00 PILE TIP, STEEL H | | | 0056 701-92043 3.600 m | 3800.00000 13680.00| 1817.39000 6542.60| 3000.00000 10800.00 CORED HOLE IN ROCK, 457 mm | | | 0057 701-95780 253.400 m | 160.00000 40544.00| 161.93000 41033.06| 100.00000 25340.00 PILE, STEEL H, HP 310 X 110 | | | 0058 702-51005 106.900 m3 | 550.00000 58795.00| 674.23000 72075.19| 750.00000 80175.00 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51015 30.400 m3 | 555.00000 16872.00| 467.74000 14219.30| 750.00000 22800.00 CONCRETE, B, FOOTINGS | | | 0060 703-51030 16076.000 kg | 1.40000 22506.40| 1.88000 30222.88| 1.60000 25721.60 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1878024 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 703-51032 59084.000 kg | 1.60000 94534.40| 1.92000 113441.28| 1.80000 106351.20 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 304.200 m3 | 500.00000 152100.00| 590.37000 179590.55| 475.00000 144495.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1200.00000 4800.00| 1385.08000 5540.32| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 31.600 m3 | 450.00000 14220.00| 636.85000 20124.46| 300.00000 9480.00 CONCRETE, C, RAILING | | | 0065 707-05984 384.000 m | 390.00000 149760.00| 508.76000 195363.84| 450.00000 172800.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0066 709-51821 LUMP| 3600.00000 3600.00| 4240.58000 4240.58| 5040.00000 5040.00 SURFACE SEAL | | | 0067 713-51335 LUMP| 210000.00000 210000.00| 155560.33000 155560.33| 360000.00000 360000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0068 715-05169 15.500 m | 80.00000 1240.00| 60.58000 938.99| 50.00000 775.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0069 715-05407 48.000 m | 35.00000 1680.00| 5.40000 259.20| 20.00000 960.00 PIPE, END BENT DRAIN, 150 mm | | | 0070 715-46005 2.000 EACH| 500.00000 1000.00| 242.32000 484.64| 200.00000 400.00 PIPE END SECTION, 375 mm | | | 0071 728-98377 LUMP| 3400.00000 3400.00| 3877.10000 3877.10| 3150.00000 3150.00 MASONRY COATING | | | 0072 801-04308 2.000 EACH| 300.00000 600.00| 151.45000 302.90| 295.00000 590.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06207 100.000 m | 3.10000 310.00| 3.57000 357.00| 3.00000 300.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06640 17.000 EACH| 130.00000 2210.00| 84.81000 1441.77| 125.00000 2125.00 CONSTRUCTION SIGN, A | | | 0075 801-06645 10.000 EACH| 45.00000 450.00| 48.46000 484.60| 40.00000 400.00 CONSTRUCTION SIGN, B | | | 0076 801-06649 54.000 EACH| 7.00000 378.00| 7.21000 389.34| 5.95000 321.30 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0077 801-06775 LUMP| 18000.00000 18000.00| 17225.00000 17225.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0078 801-07118 28.800 m | 60.00000 1728.00| 48.46000 1395.65| 55.75000 1605.60 BARRICADE, III-A | | | 0079 808-06713 1660.000 m | 0.85000 1411.00| 1.19000 1975.40| 0.79000 1311.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-06714 1660.000 m | 0.85000 1411.00| 1.19000 1975.40| 0.79000 1311.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1878024 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 808-75996 61.000 EACH| 16.00000 976.00| 8.63000 526.43| 5.00000 305.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 61.000 EACH| 60.00000 3660.00| 66.64000 4065.04| 55.00000 3355.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0083 801-06203 2300.000 m | 0.85000 1955.00| 0.96000 2208.00| 0.79000 1817.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | SECTION TOTALS | $ 1,565,833.05| $ 1,746,494.72| $ 1,761,230.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,565,833.05| $ 1,746,494.72| $ 1,761,230.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | 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| 30000.00000 30000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1510.00000 15100.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 92000.00000 92000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 85000.00000 85000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1006.000 m3 | 6.35000 6388.10| | EXCAVATION, COMMON | | | 0007 203-02070 6177.000 m3 | 10.50000 64858.50| | BORROW | | | 0008 203-51223 5900.000 m3 | 7.70000 45430.00| | EXCAVATION, WATERWAY | | | 0009 204-02290 12.000 EACH| 333.75000 4005.00| | SETTLEMENT PLATE | | | 0010 205-03371 25.000 m3 | 11.00000 275.00| | SEDIMENT REMOVE | | | 0011 205-06931 18.000 Mg | 45.00000 810.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 13.000 Mg | 60.00000 780.00| | TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 2007.000 m | 4.90000 9834.30| | TEMPORARY SILT FENCE | | | 0014 206-51220 192.300 m3 | 125.00000 24037.50| | EXCAVATION, WET | | | 0015 207-07500 1632.000 m2 | 5.50000 8976.00| | SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 32.200 m3 | 32.00000 1030.40| | AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 1.700 m3 | 330.00000 561.00| | STRUCTURE BACKFILL | | | 0018 301-07448 3687.000 Mg | 17.00000 62679.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08043 615.000 m2 | 4.25000 2613.75| | MILLING, TRANSITION | | | 0020 402-07432 345.000 Mg | 48.00000 16560.00| | HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 430.000 Mg | 48.00000 20640.00| | HMA SURFACE, TYPE B | | | 0022 402-07438 135.000 Mg | 48.00000 6480.00| | HMA INTERMEDIATE, TYPE B | | | 0023 402-07440 1025.000 Mg | 41.00000 42025.00| | HMA BASE, TYPE A | | | 0024 402-07441 430.000 Mg | 41.00000 17630.00| | HMA BASE, TYPE B | | | 0025 402-07451 1280.000 Mg | 44.00000 56320.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0026 402-07453 770.000 Mg | 41.00000 31570.00| | HMA FOR TEMPORARY PAVEMENT | | | 0027 405-05517 1.300 Mg | 700.00000 910.00| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 18.000 Mg | 230.00000 4140.00| | ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1215.00000 4860.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-02206 60.960 m | 23.00000 1402.08| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0031 601-94689 4.000 EACH| 2175.00000 8700.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-97080 4.000 EACH| 1665.00000 6660.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 118.110 m | 38.00000 4488.18| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 12.000 EACH| 7.00000 84.00| | BARRIER DELINEATOR | | | 0035 608-05741 5936.000 m | 5.00000 29680.00| | WICK DRAIN | | | 0036 608-96298 1868.600 m3 | 27.50000 51386.50| | SAND DRAIN BLANKET | | | 0037 609-06259 264.100 m2 | 80.00000 21128.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0038 610-07486 20.000 Mg | 180.00000 3600.00| | HMA FOR APPROACHES, TYPE A | | | 0039 615-06490 24.000 EACH| 90.00000 2160.00| | RIGHT OF WAY MARKER | | | 0040 615-06505 6.000 EACH| 630.00000 3780.00| | MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 615-06510 2.000 EACH| 360.00000 720.00| | MONUMENT, C | | | 0042 616-02320 1995.000 m2 | 2.20000 4389.00| | GEOTEXTILES | | | 0043 616-06405 1165.000 Mg | 22.00000 25630.00| | RIPRAP, REVETMENT | | | 0044 621-01004 3.000 EACH| 635.00000 1905.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01371 66.000 kg | 7.25000 478.50| | SEED MIXTURE, LEGUME, 2 | | | 0046 621-06545 2.000 Mg | 535.00000 1070.00| | FERTILIZER | | | 0047 621-06548 14.000 kg | 66.00000 924.00| | SEED MIXTURE, CV | | | 0048 621-06553 240.000 kg | 6.25000 1500.00| | SEED MIXTURE, R | | | 0049 621-06557 113.000 kg | 4.25000 480.25| | SEED MIXTURE, T | | | 0050 621-06565 14.000 Mg | 430.00000 6020.00| | MULCHING MATERIAL | | | 0051 621-06567 1.000 kL | 1.00000 1.00| | WATER | | | 0052 621-06575 51.100 m2 | 11.45000 585.10| | SODDING, NURSERY | | | 0053 622-52436 4.000 EACH| 31.00000 124.00| | SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 140.000 EACH| 8.55000 1197.00| | SEEDLING | | | 0055 701-91792 36.000 EACH| 125.00000 4500.00| | PILE TIP, STEEL H | | | 0056 701-92043 3.600 m | 3500.00000 12600.00| | CORED HOLE IN ROCK, 457 mm | | | 0057 701-95780 253.400 m | 190.00000 48146.00| | PILE, STEEL H, HP 310 X 110 | | | 0058 702-51005 106.900 m3 | 700.00000 74830.00| | CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51015 30.400 m3 | 410.00000 12464.00| | CONCRETE, B, FOOTINGS | | | 0060 703-51030 16076.000 kg | 1.63000 26203.88| | REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 703-51032 59084.000 kg | 1.67000 98670.28| | REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 304.200 m3 | 600.00000 182520.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1140.00000 4560.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 31.600 m3 | 685.00000 21646.00| | CONCRETE, C, RAILING | | | 0065 707-05984 384.000 m | 445.00000 170880.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0066 709-51821 LUMP| 5040.00000 5040.00| | SURFACE SEAL | | | 0067 713-51335 LUMP| 320000.00000 320000.00| | TEMPORARY BRIDGE AND APPROACHES | | | 0068 715-05169 15.500 m | 55.00000 852.50| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0069 715-05407 48.000 m | 220.00000 10560.00| | PIPE, END BENT DRAIN, 150 mm | | | 0070 715-46005 2.000 EACH| 390.29000 780.58| | PIPE END SECTION, 375 mm | | | 0071 728-98377 LUMP| 3150.00000 3150.00| | MASONRY COATING | | | 0072 801-04308 2.000 EACH| 295.00000 590.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06207 100.000 m | 3.75000 375.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06640 17.000 EACH| 124.00000 2108.00| | CONSTRUCTION SIGN, A | | | 0075 801-06645 10.000 EACH| 45.00000 450.00| | CONSTRUCTION SIGN, B | | | 0076 801-06649 54.000 EACH| 5.00000 270.00| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0077 801-06775 LUMP| 8000.00000 8000.00| | MAINTAINING TRAFFIC | | | 0078 801-07118 28.800 m | 21.00000 604.80| | BARRICADE, III-A | | | 0079 808-06713 1660.000 m | 0.47000 780.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-06714 1660.000 m | 0.47000 780.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 610 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,891,795.75 ROUTE : US 150 CALL ORDER : 610 CONTRACT ID : B -26323-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 808-75996 61.000 EACH| 0.00000 0.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 61.000 EACH| 31.00000 1891.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0083 801-06203 2300.000 m | 0.59000 1357.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | SECTION TOTALS | $ 1,878,215.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,878,215.60| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 612 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,782.97 ROUTE : US 27 CALL ORDER : 612 CONTRACT ID : B -26730-B COUNTIES : RANDOLPH LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/06/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2496002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 1,471,328.99 100.0000% 2 35-1374866 PRIMCO, INC. $ 1,479,849.48 100.5791% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10200.00000 10200.00| 3124.04000 3124.04| CONSTRUCTION ENGINEERING | | | 0002 105-07039 14.000 MOS | 2050.00000 28700.00| 1662.17000 23270.38| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 54780.00000 54780.00| 73993.19000 73993.19| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10165.00000 10165.00| 13968.49000 13968.49| CLEARING RIGHT OF WAY | | | 0005 202-02241 342.000 m | 5.30000 1812.60| 5.30000 1812.60| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 33775.00000 33775.00| 155106.63000 155106.63| PRESENT STRUCTURE, REMOVE | | | 0007 202-99187 586.000 m | 3.00000 1758.00| 3.00000 1758.00| FENCE, FARM FIELD, REMOVE | | | 0008 203-02000 2979.000 m3 | 9.40000 28002.60| 9.40000 28002.60| EXCAVATION, COMMON | | | 0009 203-02070 1413.000 m3 | 7.20000 10173.60| 7.20000 10173.60| BORROW | | | 0010 205-03371 124.600 m3 | 7.90000 984.34| 7.90000 984.34| SEDIMENT REMOVE | | | 0011 205-06930 2.400 Mg | 240.00000 576.00| 240.00000 576.00| SPLASHPAD, RIPRAP | | | 0012 205-06931 40.100 Mg | 31.45000 1261.15| 31.45000 1261.15| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 7.200 m | 95.14000 685.01| 95.14000 685.01| TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06936 169.200 Mg | 20.70000 3502.44| 20.70000 3502.44| TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 230.000 m | 5.76000 1324.80| 10.64000 2447.20| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 612 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,782.97 ROUTE : US 27 CALL ORDER : 612 CONTRACT ID : B -26730-B COUNTIES : RANDOLPH LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-06938 28.000 m | 36.40000 1019.20| 36.40000 1019.20| TEMPORARY SLOPE DRAIN | | | 0017 206-51220 188.200 m3 | 4.50000 846.90| 44.23000 8324.09| EXCAVATION, WET | | | 0018 207-07500 7429.200 m2 | 4.70000 34917.24| 4.70000 34917.24| SUBGRADE TREATMENT, TYPE C | | | 0019 211-06467 52.300 m3 | 26.15000 1367.65| 123.55000 6461.67| AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 5.300 m3 | 59.00000 312.70| 59.00000 312.70| STRUCTURE BACKFILL | | | 0021 301-07448 1816.700 Mg | 12.50000 22708.75| 14.34000 26051.48| COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-01180 409.400 Mg | 12.30000 5035.62| 12.30000 5035.62| COMPACTED AGGREGATE, NO. 53 | | | 0023 304-07492 212.300 Mg | 58.54000 12428.04| 44.00000 9341.20| WIDENING WITH HMA, TYPE A | | | 0024 306-08034 2835.000 m2 | 1.40000 3969.00| 2.50000 7087.50| MILLING, ASPHALT, 38 mm | | | 0025 306-08043 373.500 m2 | 8.50000 3174.75| 13.50000 5042.25| MILLING, TRANSITION | | | 0026 401-06264 LUMP| 2800.00000 2800.00| 1500.00000 1500.00| PROFILOGRAPH, HMA | | | 0027 401-07322 1071.000 Mg | 44.64000 47809.44| 50.00000 53550.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0028 401-07392 1202.000 Mg | 40.69000 48909.38| 38.50000 46277.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0029 401-07424 1339.800 Mg | 39.47000 52881.91| 38.50000 51582.30| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0030 401-07429 510.500 Mg | 44.30000 22615.15| 48.00000 24504.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0031 402-07450 457.400 Mg | 46.93000 21465.78| 43.00000 19668.20| HMA, TYPE A, WEDGE AND LEVEL | | | 0032 404-05514 2274.640 m2 | 1.20000 2729.57| 3.00000 6823.92| SEAL COAT, 5 | | | 0033 405-05517 6.560 Mg | 210.00000 1377.60| 400.00000 2624.00| ASPHALT FOR PRIME COAT | | | 0034 406-05520 7.840 Mg | 220.00000 1724.80| 250.00000 1960.00| ASPHALT FOR TACK COAT | | | 0035 601-01522 4.000 EACH| 1375.00000 5500.00| 1225.00000 4900.00| GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-94689 2.000 EACH| 1825.00000 3650.00| 1825.00000 3650.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 612 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,782.97 ROUTE : US 27 CALL ORDER : 612 CONTRACT ID : B -26730-B COUNTIES : RANDOLPH LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-97774 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 1258.589 m | 35.90000 45183.35| 27.80000 34988.77| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 602-06729 12.000 EACH| 6.00000 72.00| 10.10000 121.20| BARRIER DELINEATOR | | | 0040 603-06040 592.000 m | 15.75000 9324.00| 15.75000 9324.00| FENCE, FARM FIELD, 1190 mm | | | 0041 609-06259 227.200 m2 | 54.00000 12268.80| 65.00000 14768.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 610-07486 901.400 Mg | 38.37000 34586.72| 44.00000 39661.60| HMA FOR APPROACHES, TYPE A | | | 0043 615-06490 16.000 EACH| 106.00000 1696.00| 106.00000 1696.00| RIGHT OF WAY MARKER | | | 0044 616-02320 1888.100 m2 | 2.20000 4153.82| 2.52000 4758.01| GEOTEXTILES | | | 0045 616-06405 1275.300 Mg | 18.50000 23593.05| 18.25000 23274.23| RIPRAP, REVETMENT | | | 0046 616-06451 151.600 Mg | 30.00000 4548.00| 30.00000 4548.00| RIPRAP, UNIFORM | | | 0047 621-01004 2.000 EACH| 925.00000 1850.00| 925.00000 1850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 1.380 Mg | 68.00000 93.84| 68.00000 93.84| FERTILIZER | | | 0049 621-06548 4.510 kg | 55.00000 248.05| 55.00000 248.05| SEED MIXTURE, CV | | | 0050 621-06553 146.300 kg | 14.34000 2097.94| 14.34000 2097.94| SEED MIXTURE, R | | | 0051 621-06557 127.100 kg | 6.62000 841.40| 6.62000 841.40| SEED MIXTURE, T | | | 0052 621-06565 6.930 Mg | 255.00000 1767.15| 255.00000 1767.15| MULCHING MATERIAL | | | 0053 621-06567 96.800 kL | 1.00000 96.80| 1.00000 96.80| WATER | | | 0054 621-06575 489.200 m2 | 7.58000 3708.14| 7.58000 3708.14| SODDING, NURSERY | | | 0055 622-52436 3.000 EACH| 25.00000 75.00| 25.00000 75.00| SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 612 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,782.97 ROUTE : US 27 CALL ORDER : 612 CONTRACT ID : B -26730-B COUNTIES : RANDOLPH LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 622-91786 120.000 EACH| 9.75000 1170.00| 9.75000 1170.00| SEEDLING | | | 0057 701-07619 476.000 m | 217.40000 103482.40| 123.00000 58548.00| PILE, STEEL H, EPOXY COATED, HP 360 X | | | 132 | | | 0058 702-51005 122.400 m3 | 450.00000 55080.00| 450.00000 55080.00| CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51110 584.400 kg | 4.80000 2805.12| 6.00000 3506.40| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0060 703-51030 11350.000 kg | 1.40000 15890.00| 1.00000 11350.00| REINFORCING STEEL | | | 0061 703-51032 56173.000 kg | 1.40000 78642.20| 1.50000 84259.50| REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 271.400 m3 | 455.00000 123487.00| 450.00000 122130.00| CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1200.00000 4800.00| 885.00000 3540.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 26.400 m3 | 530.00000 13992.00| 600.00000 15840.00| CONCRETE, C, RAILING | | | 0065 707-05984 330.400 m | 442.65000 146251.56| 305.00000 100772.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0066 709-51821 LUMP| 6000.00000 6000.00| 4663.63000 4663.63| SURFACE SEAL | | | 0067 713-51335 LUMP| 212000.00000 212000.00| 142060.00000 142060.00| TEMPORARY BRIDGE AND APPROACHES | | | 0068 713-95203 4.000 EACH| 690.00000 2760.00| 690.00000 2760.00| GUARDRAIL END TREATMENT, I, TEMPORARY | | | BRIDGE APPROACHES | | | 0069 713-99365 121.920 m | 21.95000 2676.14| 21.95000 2676.14| GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0070 715-05048 562.000 m | 13.60000 7643.20| 13.60000 7643.20| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0071 715-05053 71.300 m | 30.00000 2139.00| 30.00000 2139.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0072 715-05407 46.000 m | 19.65000 903.90| 38.80000 1784.80| PIPE, END BENT DRAIN, 150 mm | | | 0073 715-46040 2.000 EACH| 485.00000 970.00| 485.00000 970.00| PIPE END SECTION, 900 mm | | | 0074 715-91361 4.000 m | 44.00000 176.00| 144.50000 578.00| PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 612 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,782.97 ROUTE : US 27 CALL ORDER : 612 CONTRACT ID : B -26730-B COUNTIES : RANDOLPH LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-96913 20.500 m | 530.00000 10865.00| 485.00000 9942.50| PIPE, POLYETHYLENE LINER, 900 mm | | | 0076 718-06529 6.000 EACH| 380.00000 2280.00| 380.00000 2280.00| OUTLET PROTECTOR, 2 | | | 0077 718-52610 135.400 m3 | 51.10000 6918.94| 51.10000 6918.94| AGGREGATE FOR UNDERDRAINS | | | 0078 801-04308 2.000 EACH| 320.00000 640.00| 205.00000 410.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0079 801-06203 994.000 m | 1.00000 994.00| 0.35000 347.90| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0080 801-06207 1981.000 m | 2.92000 5784.52| 3.28000 6497.68| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0081 801-06640 30.000 EACH| 155.00000 4650.00| 85.00000 2550.00| CONSTRUCTION SIGN, A | | | 0082 801-06645 8.000 EACH| 30.00000 240.00| 37.00000 296.00| CONSTRUCTION SIGN, B | | | 0083 801-06775 LUMP| 9000.00000 9000.00| 26696.00000 26696.00| MAINTAINING TRAFFIC | | | 0084 801-07118 28.800 m | 34.18000 984.38| 20.35000 586.08| BARRICADE, III-A | | | 0085 801-07119 32.400 m | 34.18000 1107.43| 22.05000 714.42| BARRICADE, III-B | | | 0086 802-05701 38.700 m | 38.80000 1501.56| 38.80000 1501.56| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0087 802-05702 6.150 m | 24.00000 147.60| 24.00000 147.60| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0088 802-07059 12.000 EACH| 25.00000 300.00| 25.00000 300.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0089 802-07060 1.000 EACH| 60.00000 60.00| 60.00000 60.00| SIGN, SHEET, RELOCATE | | | 0090 802-76025 1.600 m2 | 359.00000 574.40| 359.00000 574.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0091 802-76035 5.400 m2 | 164.00000 885.60| 164.00000 885.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0092 802-76045 1.350 m2 | 159.45000 215.26| 159.45000 215.26| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 612 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,782.97 ROUTE : US 27 CALL ORDER : 612 CONTRACT ID : B -26730-B COUNTIES : RANDOLPH LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 | |BAKER & SCHULTZ, INC. |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 804-06771 30.000 EACH| 22.00000 660.00| 22.00000 660.00| DELINEATOR POST, FLEXIBLE | | | 0094 808-03631 1973.000 m | 1.90000 3748.70| 1.90000 3748.70| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0095 808-03632 200.000 m | 1.90000 380.00| 1.90000 380.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0096 808-75240 24.000 m | 1.40000 33.60| 1.40000 33.60| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0097 808-75245 1541.000 m | 1.40000 2157.40| 1.40000 2157.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0098 808-75297 31.000 m | 20.00000 620.00| 20.00000 620.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0099 808-75996 75.000 EACH| 10.00000 750.00| 11.00000 825.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0100 808-75998 82.000 EACH| 27.00000 2214.00| 27.00000 2214.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,471,328.99| $ 1,479,849.48| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,471,328.99| $ 1,479,849.48| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9967018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,322,256.31 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,373,956.02 103.9099% 3 35-1310611 DUNCAN ROBERTSON INC $ 1,400,082.60 105.8858% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,453,176.32 109.9012% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,479,907.33 111.9228% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON 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| 15000.00000 15000.00| 20000.00000 20000.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 19.000 MOS | 800.00000 15200.00| 1100.00000 20900.00| 1500.00000 28500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 64000.00000 64000.00| 67500.00000 67500.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 20000.00000 20000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 147.000 m | 8.50000 1249.50| 8.50000 1249.50| 10.00000 1470.00 GUARDRAIL, REMOVE | | | 0006 203-02000 1993.000 m3 | 18.50000 36870.50| 6.00000 11958.00| 15.00000 29895.00 EXCAVATION, COMMON | | | 0007 203-02070 24008.000 m3 | 8.00000 192064.00| 8.25000 198066.00| 12.50000 300100.00 BORROW | | | 0008 203-51223 135.000 m3 | 18.50000 2497.50| 10.00000 1350.00| 15.00000 2025.00 EXCAVATION, WATERWAY | | | 0009 205-03371 52.000 m3 | 8.00000 416.00| 20.00000 1040.00| 15.00000 780.00 SEDIMENT REMOVE | | | 0010 205-06930 5.000 Mg | 50.00000 250.00| 60.00000 300.00| 200.00000 1000.00 SPLASHPAD, RIPRAP | | | 0011 205-06931 105.000 Mg | 13.50000 1417.50| 30.00000 3150.00| 20.00000 2100.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06934 12.000 Mg | 420.00000 5040.00| 450.00000 5400.00| 100.00000 1200.00 TEMPORARY MULCHING | | | 0013 205-06936 184.000 Mg | 15.00000 2760.00| 40.00000 7360.00| 10.00000 1840.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 329.000 m | 5.00000 1645.00| 6.00000 1974.00| 3.00000 987.00 TEMPORARY SILT FENCE | | | 0015 205-06938 40.000 m | 50.00000 2000.00| 130.00000 5200.00| 20.00000 800.00 TEMPORARY SLOPE DRAIN | | | 0016 206-51215 32.000 m3 | 300.00000 9600.00| 100.00000 3200.00| 200.00000 6400.00 EXCAVATION, X | | | 0017 206-51220 151.000 m3 | 40.00000 6040.00| 400.00000 60400.00| 150.00000 22650.00 EXCAVATION, WET | | | 0018 207-07499 1862.000 m2 | 4.00000 7448.00| 6.00000 11172.00| 5.00000 9310.00 SUBGRADE TREATMENT, TYPE B | | | 0019 211-02060 66.000 m3 | 15.00000 990.00| 40.00000 2640.00| 30.00000 1980.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 211-06467 34.000 m3 | 85.00000 2890.00| 40.00000 1360.00| 30.00000 1020.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 301-07448 1598.000 Mg | 12.00000 19176.00| 20.00000 31960.00| 15.00000 23970.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 16.000 m3 | 95.00000 1520.00| 35.00000 560.00| 25.00000 400.00 DENSE GRADED SUBBASE | | | 0023 303-07449 31.000 Mg | 25.00000 775.00| 50.00000 1550.00| 15.00000 465.00 COMPACTED AGGREGATE, NO. 73 | | | 0025 402-07433 354.000 Mg | 69.00000 24426.00| 68.00000 24072.00| 76.00000 26904.00 HMA SURFACE, TYPE B | | | 0026 402-07438 410.000 Mg | 50.50000 20705.00| 50.00000 20500.00| 59.00000 24190.00 HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 551.000 Mg | 50.50000 27825.50| 50.00000 27550.00| 54.00000 29754.00 HMA BASE, TYPE B | | | 0028 404-05511 1042.000 m2 | 2.00000 2084.00| 2.25000 2344.50| 3.80000 3959.60 SEAL COAT, 2 | | | 0029 405-05518 2755.000 m2 | 1.00000 2755.00| 1.10000 3030.50| 0.82000 2259.10 ASPHALT FOR PRIME COAT | | | 0030 406-05521 6061.000 m2 | 0.25000 1515.25| 0.30000 1818.30| 0.08000 484.88 ASPHALT FOR TACK COAT | | | 0031 502-06627 298.000 m2 | 43.00000 12814.00| 45.00000 13410.00| 20.00000 5960.00 PCCP, 150 mm | | | 0032 601-01846 1.000 EACH| 1700.00000 1700.00| 1750.00000 1750.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-06374 4.000 EACH| 800.00000 3200.00| 850.00000 3400.00| 825.00000 3300.00 GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-94689 3.000 EACH| 2300.00000 6900.00| 2300.00000 6900.00| 2350.00000 7050.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-99105 68.580 m | 42.50000 2914.65| 44.00000 3017.52| 44.00000 3017.52 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 605-06140 216.000 m | 80.00000 17280.00| 90.00000 19440.00| 75.00000 16200.00 CURB AND GUTTER, CONCRETE | | | 0037 607-06340 64.000 m | 110.00000 7040.00| 130.00000 8320.00| 75.00000 4800.00 PAVED SIDE DITCH, B MODIFIED | | | 0038 607-90826 2.000 EACH| 300.00000 600.00| 1000.00000 2000.00| 300.00000 600.00 GUTTER TURNOUT, CONCRETE MODIFIED | | | 0039 609-06259 106.000 m2 | 85.00000 9010.00| 75.00000 7950.00| 80.00000 8480.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0040 610-07487 154.000 Mg | 124.00000 19096.00| 125.00000 19250.00| 104.50000 16093.00 HMA FOR APPROACHES, TYPE B | | | 0041 611-06497 7.000 EACH| 120.00000 840.00| 125.00000 875.00| 150.00000 1050.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 616-02320 2502.000 m2 | 1.50000 3753.00| 3.00000 7506.00| 3.00000 7506.00 GEOTEXTILES | | | 0043 616-06405 1118.000 Mg | 18.00000 20124.00| 20.00000 22360.00| 18.00000 20124.00 RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 375.00000 750.00| 375.00000 750.00| 385.00000 770.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02770 760.000 m2 | 1.35000 1026.00| 1.35000 1026.00| 1.65000 1254.00 EROSION CONTROL BLANKET | | | 0046 621-06545 3.000 Mg | 360.00000 1080.00| 375.00000 1125.00| 380.00000 1140.00 FERTILIZER | | | 0047 621-06553 475.000 kg | 5.45000 2588.75| 5.50000 2612.50| 5.75000 2731.25 SEED MIXTURE, R | | | 0048 621-06557 475.000 kg | 4.20000 1995.00| 4.50000 2137.50| 4.40000 2090.00 SEED MIXTURE, T | | | 0049 621-06565 12.000 Mg | 400.00000 4800.00| 400.00000 4800.00| 500.00000 6000.00 MULCHING MATERIAL | | | 0050 621-06567 72.000 kL | 0.60000 43.20| 0.50000 36.00| 0.60000 43.20 WATER | | | 0051 621-06574 286.000 m2 | 3.00000 858.00| 3.10000 886.60| 3.35000 958.10 SODDING | | | 0052 621-06575 3721.000 m2 | 3.00000 11163.00| 3.10000 11535.10| 3.35000 12465.35 SODDING, NURSERY | | | 0053 622-52436 6.000 EACH| 30.00000 180.00| 25.00000 150.00| 30.00000 180.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 115.000 EACH| 30.00000 3450.00| 30.00000 3450.00| 35.00000 4025.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 622-98200 6.000 EACH| 30.00000 180.00| 25.00000 150.00| 30.00000 180.00 SIGN, DO NOT DISTURB | | | 0056 701-51195 217.000 m | 135.00000 29295.00| 130.00000 28210.00| 100.00000 21700.00 PILE, STEEL H, HP 310 X 79 | | | 0057 701-91792 38.000 EACH| 110.00000 4180.00| 95.00000 3610.00| 100.00000 3800.00 PILE TIP, STEEL H | | | 0058 701-92043 16.000 m | 950.00000 15200.00| 1500.00000 24000.00| 1500.00000 24000.00 CORED HOLE IN ROCK, 457 mm | | | 0059 701-93575 155.000 m | 145.00000 22475.00| 175.00000 27125.00| 175.00000 27125.00 PILE, STEEL H, HP 360 X 108 | | | 0060 702-51005 149.700 m3 | 650.00000 97305.00| 550.00000 82335.00| 800.00000 119760.00 CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 45.800 m3 | 650.00000 29770.00| 450.00000 20610.00| 500.00000 22900.00 CONCRETE, B, FOOTINGS | | | 0062 703-51030 13491.000 kg | 1.50000 20236.50| 2.00000 26982.00| 1.40000 18887.40 REINFORCING STEEL | | | 0063 703-51032 39648.000 kg | 1.60000 63436.80| 2.00000 79296.00| 1.50000 59472.00 REINFORCING STEEL, EPOXY COATED | | | 0064 704-51002 226.800 m3 | 650.00000 147420.00| 575.00000 130410.00| 500.00000 113400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-06344 160.020 m | 128.00000 20482.56| 150.00000 24003.00| 135.00000 21602.70 RAILING, TS-1 | | | 0066 707-06831 239.400 m | 740.00000 177156.00| 750.00000 179550.00| 825.00000 197505.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0067 709-51821 LUMP| 4500.00000 4500.00| 3500.00000 3500.00| 5000.00000 5000.00 SURFACE SEAL | | | 0068 714-44240 0.400 m3 | 2500.00000 1000.00| 5000.00000 2000.00| 2500.00000 1000.00 CONCRETE, A, STRUCTURES | | | 0069 715-05021 123.400 m | 75.00000 9255.00| 110.00000 13574.00| 75.00000 9255.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0070 715-05119 65.000 m | 80.00000 5200.00| 100.00000 6500.00| 75.00000 4875.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0071 715-05407 30.000 m | 16.00000 480.00| 60.00000 1800.00| 10.00000 300.00 PIPE, END BENT DRAIN, 150 mm | | | 0072 715-46005 18.000 EACH| 210.00000 3780.00| 250.00000 4500.00| 200.00000 3600.00 PIPE END SECTION, 375 mm | | | 0073 721-43005 2.000 EACH| 1125.00000 2250.00| 1500.00000 3000.00| 750.00000 1500.00 AUTOMATIC DRAINAGE GATE, 375 mm | | | 0074 801-04308 4.000 EACH| 375.00000 1500.00| 375.00000 1500.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1618530 |(3) 35-1310611 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06625 13.000 EACH| 54.00000 702.00| 55.00000 715.00| 137.50000 1787.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 15.000 EACH| 135.00000 2025.00| 150.00000 2250.00| 170.00000 2550.00 CONSTRUCTION SIGN, A | | | 0077 801-07118 22.000 m | 24.00000 528.00| 30.00000 660.00| 70.00000 1540.00 BARRICADE, III-A | | | 0078 801-07119 22.000 m | 29.00000 638.00| 35.00000 770.00| 70.00000 1540.00 BARRICADE, III-B | | | 0079 802-76025 1.790 m2 | 190.00000 340.10| 200.00000 358.00| 200.00000 358.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0080 802-76055 16.000 m | 16.00000 256.00| 16.00000 256.00| 16.50000 264.00 SIGN POST, A | | | 0081 210-07878 1.000 EACH| 1300.00000 1300.00| 4000.00000 4000.00| 1500.00000 1500.00 BRIDGE PLAQUE | | | SECTION TOTALS | $ 1,322,256.31| $ 1,373,956.02| $ 1,400,082.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,322,256.31| $ 1,373,956.02| $ 1,400,082.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION CO. 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| 15900.00000 15900.00| 15900.00000 15900.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 19.000 MOS | 1371.00000 26049.00| 1400.00000 26600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 90222.00000 90222.00| 70000.00000 70000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 37829.00000 37829.00| 6000.00000 6000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 147.000 m | 8.00000 1176.00| 8.00000 1176.00| GUARDRAIL, REMOVE | | | 0006 203-02000 1993.000 m3 | 7.00000 13951.00| 8.25000 16442.25| EXCAVATION, COMMON | | | 0007 203-02070 24008.000 m3 | 10.79000 259046.32| 12.75000 306102.00| BORROW | | | 0008 203-51223 135.000 m3 | 8.89000 1200.15| 9.25000 1248.75| EXCAVATION, WATERWAY | | | 0009 205-03371 52.000 m3 | 19.00000 988.00| 15.25000 793.00| SEDIMENT REMOVE | | | 0010 205-06930 5.000 Mg | 38.00000 190.00| 31.00000 155.00| SPLASHPAD, RIPRAP | | | 0011 205-06931 105.000 Mg | 28.00000 2940.00| 31.00000 3255.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06934 12.000 Mg | 486.00000 5832.00| 410.00000 4920.00| TEMPORARY MULCHING | | | 0013 205-06936 184.000 Mg | 20.65000 3799.60| 31.00000 5704.00| TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 329.000 m | 4.80000 1579.20| 5.00000 1645.00| TEMPORARY SILT FENCE | | | 0015 205-06938 40.000 m | 43.85000 1754.00| 22.00000 880.00| TEMPORARY SLOPE DRAIN | | | 0016 206-51215 32.000 m3 | 182.00000 5824.00| 125.00000 4000.00| EXCAVATION, X | | | 0017 206-51220 151.000 m3 | 24.79000 3743.29| 50.00000 7550.00| EXCAVATION, WET | | | 0018 207-07499 1862.000 m2 | 7.50000 13965.00| 7.75000 14430.50| SUBGRADE TREATMENT, TYPE B | | | 0019 211-02060 66.000 m3 | 26.38000 1741.08| 55.00000 3630.00| B BORROW FOR STRUCTURE BACKFILL | | | 0020 211-06467 34.000 m3 | 41.46000 1409.64| 80.00000 2720.00| AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 301-07448 1598.000 Mg | 16.50000 26367.00| 20.00000 31960.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 16.000 m3 | 53.20000 851.20| 60.00000 960.00| DENSE GRADED SUBBASE | | | 0023 303-07449 31.000 Mg | 28.34000 878.54| 30.00000 930.00| COMPACTED AGGREGATE, NO. 73 | | | 0025 402-07433 354.000 Mg | 69.00000 24426.00| 67.00000 23718.00| HMA SURFACE, TYPE B | | | 0026 402-07438 410.000 Mg | 54.00000 22140.00| 50.00000 20500.00| HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 551.000 Mg | 49.00000 26999.00| 50.00000 27550.00| HMA BASE, TYPE B | | | 0028 404-05511 1042.000 m2 | 3.50000 3647.00| 2.00000 2084.00| SEAL COAT, 2 | | | 0029 405-05518 2755.000 m2 | 0.75000 2066.25| 1.00000 2755.00| ASPHALT FOR PRIME COAT | | | 0030 406-05521 6061.000 m2 | 0.07000 424.27| 0.25000 1515.25| ASPHALT FOR TACK COAT | | | 0031 502-06627 298.000 m2 | 57.00000 16986.00| 44.00000 13112.00| PCCP, 150 mm | | | 0032 601-01846 1.000 EACH| 1650.00000 1650.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-06374 4.000 EACH| 750.00000 3000.00| 750.00000 3000.00| GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-94689 3.000 EACH| 2155.00000 6465.00| 2155.00000 6465.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 68.580 m | 40.00000 2743.20| 40.00000 2743.20| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 605-06140 216.000 m | 35.00000 7560.00| 32.00000 6912.00| CURB AND GUTTER, CONCRETE | | | 0037 607-06340 64.000 m | 45.00000 2880.00| 52.00000 3328.00| PAVED SIDE DITCH, B MODIFIED | | | 0038 607-90826 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| GUTTER TURNOUT, CONCRETE MODIFIED | | | 0039 609-06259 106.000 m2 | 78.00000 8268.00| 90.00000 9540.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0040 610-07487 154.000 Mg | 95.00000 14630.00| 120.00000 18480.00| HMA FOR APPROACHES, TYPE B | | | 0041 611-06497 7.000 EACH| 115.00000 805.00| 115.00000 805.00| MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 616-02320 2502.000 m2 | 2.16000 5404.32| 2.50000 6255.00| GEOTEXTILES | | | 0043 616-06405 1118.000 Mg | 13.18000 14735.24| 26.00000 29068.00| RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 350.00000 700.00| 350.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02770 760.000 m2 | 1.50000 1140.00| 1.25000 950.00| EROSION CONTROL BLANKET | | | 0046 621-06545 3.000 Mg | 487.60000 1462.80| 345.00000 1035.00| FERTILIZER | | | 0047 621-06553 475.000 kg | 5.23000 2484.25| 5.23000 2484.25| SEED MIXTURE, R | | | 0048 621-06557 475.000 kg | 3.98000 1890.50| 3.98000 1890.50| SEED MIXTURE, T | | | 0049 621-06565 12.000 Mg | 455.00000 5460.00| 370.00000 4440.00| MULCHING MATERIAL | | | 0050 621-06567 72.000 kL | 0.55000 39.60| 0.55000 39.60| WATER | | | 0051 621-06574 286.000 m2 | 3.05000 872.30| 2.90000 829.40| SODDING | | | 0052 621-06575 3721.000 m2 | 3.05000 11349.05| 2.90000 10790.90| SODDING, NURSERY | | | 0053 622-52436 6.000 EACH| 28.00000 168.00| 28.00000 168.00| SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 115.000 EACH| 32.00000 3680.00| 27.75000 3191.25| SEEDLING | | | 0055 622-98200 6.000 EACH| 58.00000 348.00| 28.00000 168.00| SIGN, DO NOT DISTURB | | | 0056 701-51195 217.000 m | 148.00000 32116.00| 145.00000 31465.00| PILE, STEEL H, HP 310 X 79 | | | 0057 701-91792 38.000 EACH| 73.00000 2774.00| 135.00000 5130.00| PILE TIP, STEEL H | | | 0058 701-92043 16.000 m | 778.00000 12448.00| 1400.00000 22400.00| CORED HOLE IN ROCK, 457 mm | | | 0059 701-93575 155.000 m | 145.00000 22475.00| 200.00000 31000.00| PILE, STEEL H, HP 360 X 108 | | | 0060 702-51005 149.700 m3 | 556.00000 83233.20| 650.00000 97305.00| CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 45.800 m3 | 1857.00000 85050.60| 400.00000 18320.00| CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 703-51030 13491.000 kg | 1.56000 21045.96| 1.80000 24283.80| REINFORCING STEEL | | | 0063 703-51032 39648.000 kg | 1.76000 69780.48| 2.10000 83260.80| REINFORCING STEEL, EPOXY COATED | | | 0064 704-51002 226.800 m3 | 627.00000 142203.60| 675.00000 153090.00| CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-06344 160.020 m | 124.00000 19842.48| 124.00000 19842.48| RAILING, TS-1 | | | 0066 707-06831 239.400 m | 912.00000 218332.80| 925.00000 221445.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0067 709-51821 LUMP| 3340.00000 3340.00| 3340.00000 3340.00| SURFACE SEAL | | | 0068 714-44240 0.400 m3 | 829.00000 331.60| 777.00000 310.80| CONCRETE, A, STRUCTURES | | | 0069 715-05021 123.400 m | 79.00000 9748.60| 98.50000 12154.90| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0070 715-05119 65.000 m | 60.00000 3900.00| 98.50000 6402.50| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0071 715-05407 30.000 m | 22.00000 660.00| 35.00000 1050.00| PIPE, END BENT DRAIN, 150 mm | | | 0072 715-46005 18.000 EACH| 278.00000 5004.00| 405.00000 7290.00| PIPE END SECTION, 375 mm | | | 0073 721-43005 2.000 EACH| 1041.00000 2082.00| 600.00000 1200.00| AUTOMATIC DRAINAGE GATE, 375 mm | | | 0074 801-04308 4.000 EACH| 349.00000 1396.00| 349.00000 1396.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0075 801-06625 13.000 EACH| 49.00000 637.00| 49.00000 637.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 15.000 EACH| 125.00000 1875.00| 125.00000 1875.00| CONSTRUCTION SIGN, A | | | 0077 801-07118 22.000 m | 22.00000 484.00| 22.00000 484.00| BARRICADE, III-A | | | 0078 801-07119 22.000 m | 27.00000 594.00| 27.00000 594.00| BARRICADE, III-B | | | 0079 802-76025 1.790 m2 | 180.00000 322.20| 180.00000 322.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0080 802-76055 16.000 m | 15.00000 240.00| 15.00000 240.00| SIGN POST, A | | | 0081 210-07878 1.000 EACH| 600.00000 600.00| 700.00000 700.00| BRIDGE PLAQUE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 620 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,433,486.55 ROUTE : CR 650 W CALL ORDER : 620 CONTRACT ID : B -26774-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-2040801 | |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,453,176.32| $ 1,479,907.33| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,453,176.32| $ 1,479,907.33| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,076,950.63 ROUTE : I-465 CALL ORDER : 630 CONTRACT ID : B -26915-A COUNTIES : BOONE MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/17/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654378 4654378 4654378 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,633,783.09 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,778,357.66 108.8490% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,889,610.01 115.6585% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,924,316.20 117.7828% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,978,498.22 121.0991% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.|WEDDLE BROTHERS HIGHWAY GROU 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| 12000.00000 12000.00| 5915.38000 5915.38 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1200.00000 14400.00| 1200.00000 14400.00| 1101.86000 13222.32 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 80000.00000 80000.00| 87250.00000 87250.00| 94480.50000 94480.50 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 2267.000 SYS | 10.00000 22670.00| 25.00000 56675.00| 19.99000 45317.33 PAVEMENT REMOVAL | | | 0005 202-51328 LUMP| 50000.00000 50000.00| 27500.00000 27500.00| 40946.56000 40946.56 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0006 202-51328 LUMP| 45000.00000 45000.00| 27500.00000 27500.00| 34815.29000 34815.29 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0007 202-51328 LUMP| 25000.00000 25000.00| 17500.00000 17500.00| 14605.27000 14605.27 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0008 202-51822 8436.000 SYS | 6.00000 50616.00| 10.00000 84360.00| 5.08000 42854.88 BRIDGE DECK OVERLAY, REMOVE | | | 0009 211-07454 7.000 CYS | 115.00000 805.00| 100.00000 700.00| 28.44000 199.08 STRUCTURE BACKFILL | | | 0010 302-07455 375.000 CYS | 50.00000 18750.00| 35.00000 13125.00| 76.96000 28860.00 DENSE GRADED SUBBASE | | | 0011 304-07789 598.000 TON | 66.00000 39468.00| 75.00000 44850.00| 103.24000 61737.52 WIDENING WITH HMA, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,076,950.63 ROUTE : I-465 CALL ORDER : 630 CONTRACT ID : B -26915-A COUNTIES : BOONE MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 306-08043 2332.000 SYS | 6.00000 13992.00| 7.50000 17490.00| 1.87000 4360.84 MILLING, TRANSITION | | | 0013 406-05521 2332.000 SYS | 0.07000 163.24| 0.10000 233.20| 0.47000 1096.04 ASPHALT FOR TACK COAT | | | 0014 601-07024 3.000 EACH| 5000.00000 15000.00| 5625.00000 16875.00| 8932.22000 26796.66 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0015 602-03907 6.000 EACH| 1000.00000 6000.00| 1500.00000 9000.00| 2088.96000 12533.76 DOUBLE ENDED TAPER SECTION | | | 0016 602-06639 2200.000 LFT | 20.00000 44000.00| 25.00000 55000.00| 34.66000 76252.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 7690.000 LFT | 16.00000 123040.00| 20.00000 153800.00| 21.80000 167642.00 TEMPORARY CONCRETE BARRIER | | | 0018 609-06259 2267.000 SYS | 50.00000 113350.00| 64.00000 145088.00| 50.87000 115322.29 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0019 610-07788 260.000 TON | 135.00000 35100.00| 145.00000 37700.00| 131.32000 34143.20 HMA FOR APPROACHES, TYPE D | | | 0020 619-98427 28.000 EACH| 100.00000 2800.00| 125.00000 3500.00| 147.88000 4140.64 CLEAN DRAINS | | | 0021 702-92857 9.400 CYS | 950.00000 8930.00| 1000.00000 9400.00| 829.17000 7794.20 CONCRETE, C, SUBSTRUCTURE | | | 0022 703-51030 3000.000 LBS | 0.80000 2400.00| 0.50000 1500.00| 1.02000 3060.00 REINFORCING STEEL | | | 0023 703-51032 111151.000 LBS | 1.00000 111151.00| 0.80000 88920.80| 1.05000 116708.55 REINFORCING STEEL, EPOXY COATED | | | 0024 703-97703 1450.000 EACH| 11.00000 15950.00| 12.50000 18125.00| 12.31000 17849.50 THREADED BAR SPLICE, EPOXY COATED | | | 0025 704-51002 75.400 CYS | 750.00000 56550.00| 1000.00000 75400.00| 807.16000 60859.86 CONCRETE, C, SUPERSTRUCTURE | | | 0026 706-05732 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1279.14000 1279.14 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0027 706-51020 9.200 CYS | 2000.00000 18400.00| 600.00000 5520.00| 628.43000 5781.56 CONCRETE, C, RAILING | | | 0028 711-51877 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 5323.84000 5323.84 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0029 711-51877 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 5323.84000 5323.84 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0030 711-51877 LUMP| 5000.00000 5000.00| 3750.00000 3750.00| 1774.61000 1774.61 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 630 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,076,950.63 ROUTE : I-465 CALL ORDER : 630 CONTRACT ID : B -26915-A COUNTIES : BOONE MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 722-51401 80.000 SFT | 30.00000 2400.00| 50.00000 4000.00| 56.31000 4504.80 BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 8735.000 SYS | 35.50000 310092.50| 37.50000 327562.50| 45.27000 395433.45 BRIDGE DECK OVERLAY | | | 0033 722-51846 60.500 CYS | 330.00000 19965.00| 330.00000 19965.00| 330.00000 19965.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 5676.000 SFT | 4.00000 22704.00| 10.00000 56760.00| 12.81000 72709.56 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 724-51925 48.100 LFT | 110.00000 5291.00| 120.00000 5772.00| 122.19000 5877.34 STRUCTURAL EXPANSION JOINT, SS | | | 0036 726-93803 LUMP| 1300.00000 1300.00| 3000.00000 3000.00| 5323.84000 5323.84 BEARING ASSEMBLIES, RESET , STR. NO. 1 | | | 0037 726-93803 LUMP| 600.00000 600.00| 2000.00000 2000.00| 5323.84000 5323.84 BEARING ASSEMBLIES, RESET , STR. NO. 2 | | | 0038 726-95870 1.000 EACH| 1200.00000 1200.00| 3000.00000 3000.00| 709.85000 709.85 BEARING ASSEMBLY | | | 0039 801-03290 2.000 EACH| 225.00000 450.00| 220.00000 440.00| 118.31000 236.62 CONSTRUCTION SIGN, C | | | 0040 801-03291 2.000 EACH| 85.00000 170.00| 120.00000 240.00| 65.07000 130.14 CONSTRUCTION SIGN, D | | | 0041 801-06198 120.000 DAY | 400.00000 48000.00| 500.00000 60000.00| 582.07000 69848.40 PATROLLER | | | 0042 801-06203 11127.000 LFT | 0.06000 667.62| 0.25000 2781.75| 0.26000 2893.02 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 38581.000 LFT | 0.75000 28935.75| 0.93000 35880.33| 1.04000 40124.24 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06469 406.000 LFT | 2.20000 893.20| 1.75000 710.50| 2.66000 1079.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0045 801-06640 37.000 EACH| 90.00000 3330.00| 95.00000 3515.00| 94.65000 3502.05 CONSTRUCTION SIGN, A | | | 0046 801-06645 7.000 EACH| 33.00000 231.00| 30.00000 210.00| 35.49000 248.43 CONSTRUCTION SIGN, B | | | 0047 801-06710 720.000 DAY | 15.00000 10800.00| 12.50000 9000.00| 13.01000 9367.20 FLASHING ARROW SIGN | | | 0048 801-06775 LUMP| 100000.00000 100000.00| 60000.00000 60000.00| 12595.50000 12595.50 MAINTAINING TRAFFIC | | | 0049 801-09133 10.000 EACH| 2750.00000 27500.00| 4250.00000 42500.00| 5619.61000 56196.10 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 805-03391 17.000 WK | 4200.00000 71400.00| 4350.00000 73950.00| 5714.25000 97142.25 TRUCK, TOW (24/7) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 630 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,076,950.63 ROUTE : I-465 CALL ORDER : 630 CONTRACT ID : B -26915-A COUNTIES : BOONE MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-06702 4909.000 LFT | 0.45000 2209.05| 0.35000 1718.15| 0.49000 2405.41 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0052 808-06703 7922.000 LFT | 0.27000 2138.94| 0.28000 2218.16| 0.33000 2614.26 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0053 808-06705 4318.000 LFT | 1.00000 4318.00| 0.54000 2331.72| 0.66000 2849.88 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0054 808-06706 962.000 LFT | 2.75000 2645.50| 2.90000 2789.80| 3.85000 3703.70 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0055 808-06716 13970.000 LFT | 0.25000 3492.50| 0.30000 4191.00| 0.35000 4889.50 LINE, REMOVE | | | 0056 808-75051 1888.000 LFT | 1.35000 2548.80| 1.40000 2643.20| 1.42000 2680.96 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0057 808-75053 1436.000 LFT | 1.65000 2369.40| 2.75000 3949.00| 3.08000 4422.88 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0058 808-75054 1888.000 LFT | 1.35000 2548.80| 1.40000 2643.20| 1.38000 2605.44 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0059 808-75061 709.000 LFT | 1.65000 1169.85| 1.75000 1240.75| 2.37000 1680.33 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0060 808-75245 7922.000 LFT | 0.27000 2138.94| 0.30000 2376.60| 0.33000 2614.26 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0061 808-75996 77.000 EACH| 15.00000 1155.00| 7.00000 539.00| 8.63000 664.51 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 77.000 EACH| 45.00000 3465.00| 44.00000 3388.00| 29.87000 2299.99 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-99077 238.000 LFT | 11.00000 2618.00| 10.00000 2380.00| 8.28000 1970.64 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | SECTION TOTALS | $ 1,633,783.09| $ 1,778,357.66| $ 1,889,610.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,633,783.09| $ 1,778,357.66| $ 1,889,610.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 630 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,076,950.63 ROUTE : I-465 CALL ORDER : 630 CONTRACT ID : B -26915-A COUNTIES : BOONE MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1200.00000 14400.00| 1500.00000 18000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 93000.00000 93000.00| 95000.00000 95000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 2267.000 SYS | 20.00000 45340.00| 20.00000 45340.00| PAVEMENT REMOVAL | | | 0005 202-51328 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0006 202-51328 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0007 202-51328 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0008 202-51822 8436.000 SYS | 4.00000 33744.00| 4.00000 33744.00| BRIDGE DECK OVERLAY, REMOVE | | | 0009 211-07454 7.000 CYS | 25.00000 175.00| 95.00000 665.00| STRUCTURE BACKFILL | | | 0010 302-07455 375.000 CYS | 70.00000 26250.00| 75.00000 28125.00| DENSE GRADED SUBBASE | | | 0011 304-07789 598.000 TON | 91.00000 54418.00| 95.00000 56810.00| WIDENING WITH HMA, TYPE D | | | 0012 306-08043 2332.000 SYS | 5.00000 11660.00| 4.00000 9328.00| MILLING, TRANSITION | | | 0013 406-05521 2332.000 SYS | 0.05000 116.60| 0.40000 932.80| ASPHALT FOR TACK COAT | | | 0014 601-07024 3.000 EACH| 4850.00000 14550.00| 4750.00000 14250.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0015 602-03907 6.000 EACH| 1000.00000 6000.00| 6000.00000 36000.00| DOUBLE ENDED TAPER SECTION | | | 0016 602-06639 2200.000 LFT | 20.00000 44000.00| 20.00000 44000.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 7690.000 LFT | 14.00000 107660.00| 18.00000 138420.00| TEMPORARY CONCRETE BARRIER | | | 0018 609-06259 2267.000 SYS | 95.00000 215365.00| 85.00000 192695.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 630 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,076,950.63 ROUTE : I-465 CALL ORDER : 630 CONTRACT ID : B -26915-A COUNTIES : BOONE MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 610-07788 260.000 TON | 221.00000 57460.00| 115.00000 29900.00| HMA FOR APPROACHES, TYPE D | | | 0020 619-98427 28.000 EACH| 50.00000 1400.00| 500.00000 14000.00| CLEAN DRAINS | | | 0021 702-92857 9.400 CYS | 1500.00000 14100.00| 1500.00000 14100.00| CONCRETE, C, SUBSTRUCTURE | | | 0022 703-51030 3000.000 LBS | 0.95000 2850.00| 1.10000 3300.00| REINFORCING STEEL | | | 0023 703-51032 111151.000 LBS | 1.05000 116708.55| 1.20000 133381.20| REINFORCING STEEL, EPOXY COATED | | | 0024 703-97703 1450.000 EACH| 10.00000 14500.00| 11.00000 15950.00| THREADED BAR SPLICE, EPOXY COATED | | | 0025 704-51002 75.400 CYS | 1500.00000 113100.00| 1200.00000 90480.00| CONCRETE, C, SUPERSTRUCTURE | | | 0026 706-05732 1.000 EACH| 1700.00000 1700.00| 1650.00000 1650.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0027 706-51020 9.200 CYS | 1500.00000 13800.00| 500.00000 4600.00| CONCRETE, C, RAILING | | | 0028 711-51877 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0029 711-51877 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0030 711-51877 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| JACKING AND SUPPORTING BEAMS , STR. NO. | | | 3 | | | 0031 722-51401 80.000 SFT | 65.00000 5200.00| 75.00000 6000.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 8735.000 SYS | 45.00000 393075.00| 50.00000 436750.00| BRIDGE DECK OVERLAY | | | 0033 722-51846 60.500 CYS | 330.00000 19965.00| 330.00000 19965.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0034 722-51852 5676.000 SFT | 9.00000 51084.00| 9.00000 51084.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 724-51925 48.100 LFT | 170.00000 8177.00| 125.00000 6012.50| STRUCTURAL EXPANSION JOINT, SS | | | 0036 726-93803 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| BEARING ASSEMBLIES, RESET , STR. NO. 1 | | | 0037 726-93803 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| BEARING ASSEMBLIES, RESET , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 630 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,076,950.63 ROUTE : I-465 CALL ORDER : 630 CONTRACT ID : B -26915-A COUNTIES : BOONE MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 726-95870 1.000 EACH| 3800.00000 3800.00| 2000.00000 2000.00| BEARING ASSEMBLY | | | 0039 801-03290 2.000 EACH| 200.00000 400.00| 100.00000 200.00| CONSTRUCTION SIGN, C | | | 0040 801-03291 2.000 EACH| 78.00000 156.00| 55.00000 110.00| CONSTRUCTION SIGN, D | | | 0041 801-06198 120.000 DAY | 340.00000 40800.00| 492.00000 59040.00| PATROLLER | | | 0042 801-06203 11127.000 LFT | 0.06000 667.62| 0.22000 2447.94| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 38581.000 LFT | 0.75000 28935.75| 0.88000 33951.28| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06469 406.000 LFT | 2.00000 812.00| 2.25000 913.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0045 801-06640 37.000 EACH| 85.00000 3145.00| 80.00000 2960.00| CONSTRUCTION SIGN, A | | | 0046 801-06645 7.000 EACH| 35.00000 245.00| 30.00000 210.00| CONSTRUCTION SIGN, B | | | 0047 801-06710 720.000 DAY | 5.20000 3744.00| 11.00000 7920.00| FLASHING ARROW SIGN | | | 0048 801-06775 LUMP| 85000.00000 85000.00| 33000.00000 33000.00| MAINTAINING TRAFFIC | | | 0049 801-09133 10.000 EACH| 2600.00000 26000.00| 4750.00000 47500.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 805-03391 17.000 WK | 4400.00000 74800.00| 4830.00000 82110.00| TRUCK, TOW (24/7) | | | 0051 808-06702 4909.000 LFT | 0.45000 2209.05| 0.41000 2012.69| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0052 808-06703 7922.000 LFT | 0.27000 2138.94| 0.28000 2218.16| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0053 808-06705 4318.000 LFT | 0.95000 4102.10| 0.56000 2418.08| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0054 808-06706 962.000 LFT | 2.70000 2597.40| 3.25000 3126.50| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0055 808-06716 13970.000 LFT | 0.26000 3632.20| 0.30000 4191.00| LINE, REMOVE | | | 0056 808-75051 1888.000 LFT | 1.35000 2548.80| 1.20000 2265.60| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 630 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,076,950.63 ROUTE : I-465 CALL ORDER : 630 CONTRACT ID : B -26915-A COUNTIES : BOONE MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-75053 1436.000 LFT | 1.65000 2369.40| 2.60000 3733.60| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0058 808-75054 1888.000 LFT | 1.35000 2548.80| 1.17000 2208.96| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0059 808-75061 709.000 LFT | 1.65000 1169.85| 2.00000 1418.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0060 808-75245 7922.000 LFT | 0.27000 2138.94| 0.28000 2218.16| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0061 808-75996 77.000 EACH| 10.00000 770.00| 16.00000 1232.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 77.000 EACH| 56.00000 4312.00| 25.25000 1944.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 808-99077 238.000 LFT | 10.40000 2475.20| 7.00000 1666.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | SECTION TOTALS | $ 1,924,316.20| $ 1,978,498.22| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,924,316.20| $ 1,978,498.22| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,679.83 ROUTE : US 24 CALL ORDER : 640 CONTRACT ID : B -27216-A COUNTIES : WHITE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/06/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1441035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 299,508.03 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 319,602.67 106.7092% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 | |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, 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| 4500.00000 4500.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2200.00000 13200.00| 2000.00000 12000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2800.00000 2800.00| 17000.00000 17000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 352.000 SYS | 18.00000 6336.00| 12.00000 4224.00| PAVEMENT REMOVAL | | | 0006 202-02241 528.000 LFT | 7.00000 3696.00| 5.75000 3036.00| GUARDRAIL, REMOVE | | | 0007 202-51133 167.000 LFT | 8.00000 1336.00| 6.00000 1002.00| RAILING, REMOVE | | | 0008 203-02070 200.000 CYS | 12.00000 2400.00| 12.00000 2400.00| BORROW | | | 0009 211-07454 30.000 CYS | 45.00000 1350.00| 25.00000 750.00| STRUCTURE BACKFILL | | | 0010 213-04324 40.000 CYS | 200.00000 8000.00| 100.00000 4000.00| FLOWABLE FILL | | | 0011 302-07455 58.000 CYS | 30.00000 1740.00| 25.00000 1450.00| DENSE GRADED SUBBASE | | | 0012 304-07493 196.000 TON | 74.00000 14504.00| 80.00000 15680.00| WIDENING WITH HMA, TYPE B | | | 0013 306-08043 440.000 SYS | 6.00000 2640.00| 9.00000 3960.00| MILLING, TRANSITION | | | 0014 406-05521 1173.000 SYS | 1.45000 1700.85| 1.15000 1348.95| ASPHALT FOR TACK COAT | | | 0015 601-01522 4.000 EACH| 1650.00000 6600.00| 1568.00000 6272.00| GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,679.83 ROUTE : US 24 CALL ORDER : 640 CONTRACT ID : B -27216-A COUNTIES : WHITE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 | |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-01846 1.000 EACH| 1585.00000 1585.00| 1540.00000 1540.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-07024 2.000 EACH| 6800.00000 13600.00| 6440.00000 12880.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0018 601-94689 3.000 EACH| 2250.00000 6750.00| 2200.80000 6602.40| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 350.000 LFT | 14.00000 4900.00| 12.88000 4508.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 602-06639 260.000 LFT | 25.00000 6500.00| 24.00000 6240.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 400.000 LFT | 24.00000 9600.00| 24.00000 9600.00| TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 6.000 EACH| 12.00000 72.00| 12.00000 72.00| BARRIER DELINEATOR | | | 0024 607-95754 120.000 LFT | 15.00000 1800.00| 7.00000 840.00| PAVED SIDE DITCH, BREAK | | | 0025 609-06259 358.000 SYS | 48.00000 17184.00| 50.00000 17900.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0026 610-07487 154.000 TON | 70.00000 10780.00| 88.00000 13552.00| HMA FOR APPROACHES, TYPE B | | | 0027 616-02320 340.000 SYS | 4.00000 1360.00| 4.00000 1360.00| GEOTEXTILES | | | 0028 616-06405 244.000 TON | 25.00000 6100.00| 24.00000 5856.00| RIPRAP, REVETMENT | | | 0029 619-04981 LUMP| 9000.00000 9000.00| 8000.00000 8000.00| CLEAN AND PAINT PILES | | | 0030 619-05926 LUMP| 1900.00000 1900.00| 2000.00000 2000.00| ENVIRONMENTAL CONTROL | | | 0031 702-51863 248.000 EACH| 13.00000 3224.00| 7.00000 1736.00| FIELD DRILLED HOLE IN CONCRETE | | | 0032 703-51030 500.000 LBS | 2.00000 1000.00| 1.70000 850.00| REINFORCING STEEL | | | 0033 703-51032 19589.000 LBS | 0.62000 12145.18| 0.85000 16650.65| REINFORCING STEEL, EPOXY COATED | | | 0034 703-97703 106.000 EACH| 12.00000 1272.00| 15.00000 1590.00| THREADED BAR SPLICE, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 640 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,679.83 ROUTE : US 24 CALL ORDER : 640 CONTRACT ID : B -27216-A COUNTIES : WHITE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 | |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 704-51106 14.000 EACH| 75.00000 1050.00| 125.00000 1750.00| DECK DRAIN | | | 0036 706-05732 4.000 EACH| 1500.00000 6000.00| 1450.00000 5800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0037 706-51020 16.900 CYS | 400.00000 6760.00| 500.00000 8450.00| CONCRETE, C, RAILING | | | 0038 709-51821 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| SURFACE SEAL | | | 0039 715-05118 20.000 LFT | 15.00000 300.00| 12.00000 240.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0040 715-05119 30.000 LFT | 19.00000 570.00| 15.00000 450.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0041 722-51401 14.000 SFT | 260.00000 3640.00| 20.00000 280.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 400.000 SYS | 42.00000 16800.00| 50.00000 20000.00| BRIDGE DECK OVERLAY | | | 0043 722-51846 2.300 CYS | 330.00000 759.00| 330.00000 759.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 180.000 SFT | 8.00000 1440.00| 7.00000 1260.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 722-60824 400.000 SYS | 6.00000 2400.00| 8.00000 3200.00| SURFACE MILLING | | | 0046 801-01851 LUMP| 31000.00000 31000.00| 32500.00000 32500.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0047 801-06203 800.000 LFT | 0.50000 400.00| 0.75000 600.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 6464.000 LFT | 1.02000 6593.28| 1.00000 6464.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06640 18.000 EACH| 95.00000 1710.00| 90.00000 1620.00| CONSTRUCTION SIGN, A | | | 0050 801-06645 8.000 EACH| 50.00000 400.00| 70.00000 560.00| CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 9800.00000 9800.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | 0052 801-07119 40.000 LFT | 18.00000 720.00| 12.00000 480.00| BARRICADE, III-B | | | 0053 802-05701 4.500 LFT | 30.00000 135.00| 30.00000 135.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 802-07058 1.000 EACH| 155.00000 155.00| 125.00000 125.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 640 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,679.83 ROUTE : US 24 CALL ORDER : 640 CONTRACT ID : B -27216-A COUNTIES : WHITE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 | |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-07059 4.000 EACH| 35.00000 140.00| 35.00000 140.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0056 808-06703 1610.000 LFT | 0.69000 1110.90| 0.62000 998.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0057 808-06716 936.000 LFT | 0.62000 580.32| 0.68000 636.48| LINE, REMOVE | | | 0058 808-75051 310.000 LFT | 2.20000 682.00| 2.75000 852.50| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0059 808-75063 39.000 LFT | 6.00000 234.00| 2.75000 107.25| LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0060 808-75240 202.000 LFT | 1.75000 353.50| 0.62000 125.24| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75996 6.000 EACH| 25.00000 150.00| 20.00000 120.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 6.000 EACH| 175.00000 1050.00| 175.00000 1050.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 299,508.03| $ 319,602.67| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,508.03| $ 319,602.67| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 650 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 542,301.13 ROUTE : I-94 CALL ORDER : 650 CONTRACT ID : B -27218-A COUNTIES : LAPORTE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/20/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0941021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 438,808.28 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 488,645.26 111.3573% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 498,372.12 113.5740% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|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| 2895.00000 2895.00| 4366.52000 4366.52| 2891.28000 2891.28 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1115.00000 6690.00| 2929.89000 17579.34| 2071.90000 12431.40 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 18272.10000 18272.10| 22751.00000 22751.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8500.00000 8500.00| 1370.46000 1370.46| 425.33000 425.33 CLEARING RIGHT OF WAY | | | 0005 202-02240 185.000 SYS | 17.65000 3265.25| 11.20000 2072.00| 7.55000 1396.75 PAVEMENT REMOVAL | | | 0006 202-02241 455.000 LFT | 4.10000 1865.50| 5.00000 2275.00| 4.10000 1865.50 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 56120.95000 56120.95| 15500.00000 15500.00| 88387.01000 88387.01 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 1493.000 SYS | 12.30000 18363.90| 7.00000 10451.00| 3.67000 5479.31 BRIDGE DECK OVERLAY, REMOVE | | | 0009 203-02000 140.000 CYS | 24.45000 3423.00| 13.79000 1930.60| 13.96000 1954.40 EXCAVATION, COMMON | | | 0010 205-06937 785.000 LFT | 2.18000 1711.30| 2.18000 1711.30| 2.18000 1711.30 TEMPORARY SILT FENCE | | | 0011 213-08058 10.000 CYS | 119.70000 1197.00| 220.00000 2200.00| 188.89000 1888.90 FLOWABLE BACKFILL | | | 0012 213-52831 4.000 EACH| 66.00000 264.00| 50.00000 200.00| 86.52000 346.08 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0013 302-07455 64.600 CYS | 35.95000 2322.37| 54.72000 3534.91| 36.61000 2365.01 DENSE GRADED SUBBASE | | | 0014 303-01180 43.000 TON | 27.97000 1202.71| 31.54000 1356.22| 27.50000 1182.50 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 650 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 542,301.13 ROUTE : I-94 CALL ORDER : 650 CONTRACT ID : B -27218-A COUNTIES : LAPORTE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 306-08043 580.000 SYS | 2.38000 1380.40| 7.63000 4425.40| 3.11000 1803.80 MILLING, TRANSITION | | | 0016 402-07432 48.000 TON | 100.00000 4800.00| 100.00000 4800.00| 100.00000 4800.00 HMA SURFACE, TYPE A | | | 0017 406-05521 580.000 SYS | 1.00000 580.00| 1.00000 580.00| 1.00000 580.00 ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH| 1475.00000 5900.00| 1475.00000 5900.00| 1475.00000 5900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-99105 200.000 LFT | 12.00000 2400.00| 12.00000 2400.00| 12.00000 2400.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 601-99132 4.000 EACH| 60.00000 240.00| 60.00000 240.00| 60.00000 240.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0021 602-06729 20.000 EACH| 6.00000 120.00| 8.00000 160.00| 6.00000 120.00 BARRIER DELINEATOR | | | 0022 603-92636 655.400 LFT | 29.65000 19432.61| 18.25000 11961.05| 18.25000 11961.05 FENCE, CHAIN LINK, 72 IN. | | | 0023 607-06335 129.200 LFT | 12.60000 1627.92| 103.26000 13341.19| 73.85000 9541.42 PAVED SIDE DITCH, A , SPECIAL | | | 0024 609-06259 398.200 SYS | 48.35000 19252.97| 50.00000 19910.00| 68.98000 27467.84 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0025 616-02320 45.000 SYS | 2.20000 99.00| 2.01000 90.45| 13.62000 612.90 GEOTEXTILES | | | 0026 616-06451 15.200 TON | 41.75000 634.60| 100.00000 1520.00| 91.50000 1390.80 RIPRAP, UNIFORM | | | 0027 616-93772 4.000 EACH| 45.00000 180.00| 252.06000 1008.24| 109.45000 437.80 INSPECTION HOLE | | | 0028 619-05926 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL | | | 0029 619-61505 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 5000.00000 5000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0030 621-06574 105.000 SYS | 25.75000 2703.75| 25.75000 2703.75| 25.75000 2703.75 SODDING | | | 0031 702-51005 12.000 CYS | 524.30000 6291.60| 746.69000 8960.28| 1462.08000 17544.96 CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51110 644.000 LBS | 2.33000 1500.52| 2.68000 1725.92| 2.92000 1880.48 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 1880.000 EACH| 3.65000 6862.00| 8.00000 15040.00| 9.88000 18574.40 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 650 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 542,301.13 ROUTE : I-94 CALL ORDER : 650 CONTRACT ID : B -27218-A COUNTIES : LAPORTE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-61005 LUMP| 1960.00000 1960.00| 821.45000 821.45| 1660.12000 1660.12 EXTENSION OF CAST IRON DRAIN | | | 0035 702-90522 2.000 EACH| 210.00000 420.00| 316.03000 632.06| 1242.34000 2484.68 ROADWAY DRAINS, RESET | | | 0036 703-51032 36091.000 LBS | 0.78000 28150.98| 0.96000 34647.36| 0.70000 25263.70 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 22.600 CYS | 595.95000 13468.47| 734.84000 16607.38| 1760.33000 39783.46 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1592.00000 6368.00| 1847.75000 7391.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51025 659.400 LFT | 25.25000 16649.85| 50.00000 32970.00| 30.00000 19782.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 2840.00000 2840.00| 3565.00000 3565.00| 3565.00000 3565.00 SURFACE SEAL | | | 0041 711-51038 LUMP| 33765.00000 33765.00| 40000.00000 40000.00| 20000.00000 20000.00 STRUCTURAL STEEL | | | 0042 711-51877 LUMP| 19960.00000 19960.00| 10000.00000 10000.00| 22000.00000 22000.00 JACKING AND SUPPORTING BEAMS | | | 0043 720-96995 2.000 EACH| 295.00000 590.00| 357.94000 715.88| 420.97000 841.94 CLEAN INLET | | | 0044 722-51401 50.000 SFT | 30.95000 1547.50| 53.11000 2655.50| 65.14000 3257.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 1510.000 SYS | 32.28000 48742.80| 48.13000 72676.30| 38.82000 58618.20 BRIDGE DECK OVERLAY | | | 0046 722-51846 5.300 CYS | 330.00000 1749.00| 330.00000 1749.00| 330.00000 1749.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 390.000 SFT | 13.80000 5382.00| 30.00000 11700.00| 23.54000 9180.60 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 1410.000 SYS | 3.00000 4230.00| 1.73000 2439.30| 1.36000 1917.60 SURFACE MILLING | | | 0049 724-03276 247.200 LFT | 31.15000 7700.28| 67.00000 16562.40| 46.74000 11554.13 EXPANSION JOINT SEALING SYSTEM | | | 0050 801-03290 2.000 EACH| 1205.00000 2410.00| 105.00000 210.00| 105.00000 210.00 CONSTRUCTION SIGN, C | | | 0051 801-04308 8.000 EACH| 269.00000 2152.00| 269.00000 2152.00| 269.00000 2152.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 26.000 EACH| 69.00000 1794.00| 69.00000 1794.00| 69.00000 1794.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 14.000 EACH| 95.00000 1330.00| 95.00000 1330.00| 95.00000 1330.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 9280.00000 9280.00| 28560.00000 28560.00| 2566.33000 2566.33 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 650 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 542,301.13 ROUTE : I-94 CALL ORDER : 650 CONTRACT ID : B -27218-A COUNTIES : LAPORTE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-07118 96.000 LFT | 7.90000 758.40| 7.90000 758.40| 7.90000 758.40 BARRICADE, III-A | | | 0056 801-07119 96.000 LFT | 8.00000 768.00| 8.00000 768.00| 8.00000 768.00 BARRICADE, III-B | | | 0057 808-06713 1125.000 LFT | 0.20000 225.00| 0.20000 225.00| 0.20000 225.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 808-06714 1125.000 LFT | 0.20000 225.00| 0.20000 225.00| 0.20000 225.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0059 202-03135 58.090 SFT | 94.95000 5515.65| 50.00000 2904.50| 38.75000 2250.99 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 438,808.28| $ 488,645.26| $ 498,372.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 438,808.28| $ 488,645.26| $ 498,372.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945043 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 529,634.03 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 626,574.54 118.3033% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 636,039.05 120.0902% 4 35-1523985 WIRTZ & YATES, INC. $ 641,098.98 121.0456% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |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| 27267.02000 27267.02| 5250.00000 5250.00| 9982.04000 9982.04 CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2037.40000 14261.80| 2250.00000 15750.00| 2876.27000 20133.89 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 32271.85000 32271.85| 31250.00000 31250.00| 15152.39000 15152.39 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22799.98000 22799.98| 12000.00000 12000.00| 1996.27000 1996.27 CLEARING RIGHT OF WAY | | | 0005 202-02240 805.000 SYS | 11.16000 8983.80| 10.76000 8661.80| 11.92000 9595.60 PAVEMENT REMOVAL | | | 0006 202-02241 425.000 LFT | 6.25000 2656.25| 6.25000 2656.25| 4.38000 1861.50 GUARDRAIL, REMOVE | | | 0007 202-02272 10.000 LFT | 15.00000 150.00| 31.60000 316.00| 2.49000 24.90 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 43394.30000 43394.30| 97000.00000 97000.00| 35100.83000 35100.83 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-98488 1.000 EACH| 100.00000 100.00| 160.00000 160.00| 90.91000 90.91 PIPE END SECTION, REMOVE | | | 0010 203-02000 60.000 CYS | 20.53000 1231.80| 22.00000 1320.00| 21.73000 1303.80 EXCAVATION, COMMON | | | 0011 203-02070 80.000 CYS | 11.17000 893.60| 17.75000 1420.00| 33.73000 2698.40 BORROW | | | 0012 205-06937 850.000 LFT | 2.00000 1700.00| 2.00000 1700.00| 2.00000 1700.00 TEMPORARY SILT FENCE | | | 0013 211-07454 60.000 CYS | 23.74000 1424.40| 35.00000 2100.00| 29.00000 1740.00 STRUCTURE BACKFILL | | | 0014 302-07455 49.700 CYS | 25.73000 1278.78| 47.50000 2360.75| 36.79000 1828.46 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-01180 113.000 TON | 27.28000 3082.64| 28.35000 3203.55| 27.23000 3076.99 COMPACTED AGGREGATE, NO. 53 | | | 0016 304-06464 122.000 CYS | 34.13000 4163.86| 34.70000 4233.40| 37.97000 4632.34 SUBBASE FOR PCCP | | | 0017 304-07494 115.000 TON | 74.01000 8511.15| 65.00000 7475.00| 75.55000 8688.25 WIDENING WITH HMA, TYPE C | | | 0018 306-08041 420.000 SYS | 5.35000 2247.00| 10.20000 4284.00| 13.41000 5632.20 MILLING, CONCRETE PAVEMENT | | | 0019 306-08043 140.000 SYS | 5.19000 726.60| 10.20000 1428.00| 13.83000 1936.20 MILLING, TRANSITION | | | 0020 402-07434 47.000 TON | 112.00000 5264.00| 112.00000 5264.00| 112.00000 5264.00 HMA SURFACE, TYPE C | | | 0021 406-05521 1080.000 SYS | 1.20000 1296.00| 1.20000 1296.00| 1.20000 1296.00 ASPHALT FOR TACK COAT | | | 0022 502-06329 420.000 SYS | 56.40000 23688.00| 50.00000 21000.00| 66.23000 27816.60 PCCP, 12 IN. | | | 0023 503-03489 60.000 EACH| 15.00000 900.00| 12.50000 750.00| 12.09000 725.40 RETROFITTED TIE BARS | | | 0024 503-05310 162.000 LFT | 116.44000 18863.28| 93.75000 15187.50| 103.25000 16726.50 TERMINAL JOINT | | | 0025 601-01522 3.000 EACH| 1525.00000 4575.00| 1525.00000 4575.00| 1525.00000 4575.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01846 2.000 EACH| 1550.00000 3100.00| 1550.00000 3100.00| 1550.00000 3100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-06053 1.000 EACH| 15650.00000 15650.00| 18750.00000 18750.00| 15650.00000 15650.00 GUARDRAIL , QUADGUARD END TREATMENT | | | (TL-2) | | | 0028 601-07023 2.000 EACH| 3000.00000 6000.00| 5200.00000 10400.00| 6400.00000 12800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0029 601-99105 237.500 LFT | 14.00000 3325.00| 14.00000 3325.00| 14.00000 3325.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 601-99132 1.000 EACH| 60.00000 60.00| 125.00000 125.00| 60.00000 60.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0031 602-06646 360.000 LFT | 20.15000 7254.00| 18.00000 6480.00| 26.31000 9471.60 TEMPORARY CONCRETE BARRIER | | | 0032 602-06729 8.000 EACH| 6.00000 48.00| 6.50000 52.00| 8.18000 65.44 BARRIER DELINEATOR | | | 0033 609-06259 443.900 SYS | 52.55000 23326.95| 50.00000 22195.00| 63.86000 28347.45 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-02320 800.000 SYS | 2.00000 1600.00| 2.50000 2000.00| 1.91000 1528.00 GEOTEXTILES | | | 0035 616-05688 600.000 TON | 41.48000 24888.00| 69.00000 41400.00| 75.12000 45072.00 RIPRAP, CLASS 1 | | | 0036 619-05926 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 950.00000 950.00 ENVIRONMENTAL CONTROL | | | 0037 619-61505 LUMP| 11500.00000 11500.00| 11500.00000 11500.00| 12350.00000 12350.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0038 621-01004 1.000 EACH| 655.00000 655.00| 655.00000 655.00| 655.00000 655.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06560 110.000 SYS | 5.02000 552.20| 5.02000 552.20| 5.02000 552.20 MULCHED SEEDING, U | | | 0040 621-06574 135.000 SYS | 18.68000 2521.80| 18.70000 2524.50| 18.68000 2521.80 SODDING | | | 0041 702-51110 384.000 LBS | 3.07000 1178.88| 2.75000 1056.00| 3.00000 1152.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0042 702-51863 169.000 EACH| 5.46000 922.74| 6.50000 1098.50| 8.23000 1390.87 FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51032 40284.000 LBS | 0.85000 34241.40| 0.91000 36658.44| 1.20000 48340.80 REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 52.000 EACH| 12.98000 674.96| 13.50000 702.00| 15.81000 822.12 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #4 | | | 0045 703-97936 52.000 EACH| 15.98000 830.96| 14.75000 767.00| 17.58000 914.16 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #5 | | | 0046 704-51002 58.200 CYS | 563.18000 32777.08| 900.00000 52380.00| 1184.99000 68966.42 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 3.000 EACH| 1678.07000 5034.21| 1310.00000 3930.00| 1831.10000 5493.30 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 22.600 CYS | 444.45000 10044.57| 500.00000 11300.00| 642.02000 14509.65 CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 2120.00000 2120.00| 2120.00000 2120.00| 4800.00000 4800.00 SURFACE SEAL | | | 0050 715-05048 270.000 LFT | 7.00000 1890.00| 6.65000 1795.50| 10.99000 2967.30 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0051 715-05053 100.000 LFT | 7.62000 762.00| 17.30000 1730.00| 19.36000 1936.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0052 715-05154 60.000 LFT | 28.22000 1693.20| 37.50000 2250.00| 30.48000 1828.80 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-46020 1.000 EACH| 497.33000 497.33| 500.00000 500.00| 327.57000 327.57 PIPE END SECTION, 24 IN. | | | 0054 718-06528 4.000 EACH| 536.78000 2147.12| 698.00000 2792.00| 514.15000 2056.60 OUTLET PROTECTOR, 1 | | | 0055 718-52610 30.000 CYS | 33.46000 1003.80| 36.85000 1105.50| 45.89000 1376.70 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 225.000 SYS | 1.92000 432.00| 1.75000 393.75| 1.60000 360.00 GEOTEXTILES FOR UNDERDRAIN | | | 0057 722-51401 120.000 SFT | 44.75000 5370.00| 38.00000 4560.00| 52.47000 6296.40 BRIDGE DECK PATCHING, FULL DEPTH | | | 0058 722-51842 965.000 SYS | 41.04000 39603.60| 49.00000 47285.00| 52.07000 50247.55 BRIDGE DECK OVERLAY | | | 0059 722-51846 2.200 CYS | 330.00000 726.00| 330.00000 726.00| 330.00000 726.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0060 722-51852 351.000 SFT | 7.65000 2685.15| 14.15000 4966.65| 30.00000 10530.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0061 722-60824 780.000 SYS | 3.85000 3003.00| 9.20000 7176.00| 16.42000 12807.60 SURFACE MILLING | | | 0062 724-03276 165.000 LFT | 60.00000 9900.00| 71.00000 11715.00| 69.84000 11523.60 EXPANSION JOINT SEALING SYSTEM | | | 0063 801-01504 4.000 EACH| 40.00000 160.00| 59.00000 236.00| 40.00000 160.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0064 801-03290 2.000 EACH| 100.00000 200.00| 138.00000 276.00| 100.00000 200.00 CONSTRUCTION SIGN, C | | | 0065 801-06207 7955.000 LFT | 0.75000 5966.25| 0.87000 6920.85| 0.75000 5966.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06640 24.000 EACH| 88.00000 2112.00| 96.00000 2304.00| 88.00000 2112.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 4.000 EACH| 40.00000 160.00| 34.00000 136.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0068 801-06710 180.000 DAY | 10.00000 1800.00| 10.00000 1800.00| 10.00000 1800.00 FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 5250.00000 5250.00| 5890.00000 5890.00| 5250.00000 5250.00 MAINTAINING TRAFFIC | | | 0070 801-07119 108.000 LFT | 11.70000 1263.60| 12.60000 1360.80| 11.70000 1263.60 BARRICADE, III-B | | | 0071 801-09133 2.000 EACH| 3675.00000 7350.00| 3950.00000 7900.00| 3675.00000 7350.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0072 808-06701 635.000 LFT | 0.38000 241.30| 0.67000 425.45| 0.38000 241.30 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1106884 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-06703 625.000 LFT | 0.38000 237.50| 0.67000 418.75| 0.38000 237.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0074 808-06716 2195.000 LFT | 0.40000 878.00| 0.45000 987.75| 0.40000 878.00 LINE, REMOVE | | | 0075 808-75240 400.000 LFT | 0.40000 160.00| 0.67000 268.00| 0.40000 160.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0076 808-75245 1575.000 LFT | 0.40000 630.00| 0.67000 1055.25| 0.40000 630.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0077 808-75998 20.000 EACH| 175.00000 3500.00| 102.00000 2040.00| 102.00000 2040.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0078 621-01004 1.000 EACH| 655.00000 655.00| 850.00000 850.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 203-51223 624.000 CYS | 10.93000 6820.32| 32.85000 20498.40| 60.00000 37440.00 EXCAVATION, WATERWAY | | | SECTION TOTALS | $ 529,634.03| $ 626,574.54| $ 636,039.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 529,634.03| $ 626,574.54| $ 636,039.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, 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| 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2300.00000 16100.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 32000.00000 32000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 805.000 SYS | 10.00000 8050.00| | PAVEMENT REMOVAL | | | 0006 202-02241 425.000 LFT | 7.00000 2975.00| | GUARDRAIL, REMOVE | | | 0007 202-02272 10.000 LFT | 15.00000 150.00| | PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 85000.00000 85000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-98488 1.000 EACH| 100.00000 100.00| | PIPE END SECTION, REMOVE | | | 0010 203-02000 60.000 CYS | 14.00000 840.00| | EXCAVATION, COMMON | | | 0011 203-02070 80.000 CYS | 15.00000 1200.00| | BORROW | | | 0012 205-06937 850.000 LFT | 2.35000 1997.50| | TEMPORARY SILT FENCE | | | 0013 211-07454 60.000 CYS | 25.00000 1500.00| | STRUCTURE BACKFILL | | | 0014 302-07455 49.700 CYS | 25.00000 1242.50| | DENSE GRADED SUBBASE | | | 0015 303-01180 113.000 TON | 19.00000 2147.00| | COMPACTED AGGREGATE, NO. 53 | | | 0016 304-06464 122.000 CYS | 24.00000 2928.00| | SUBBASE FOR PCCP | | | 0017 304-07494 115.000 TON | 110.00000 12650.00| | WIDENING WITH HMA, TYPE C | | | 0018 306-08041 420.000 SYS | 8.00000 3360.00| | MILLING, CONCRETE PAVEMENT | | | 0019 306-08043 140.000 SYS | 8.00000 1120.00| | MILLING, TRANSITION | | | 0020 402-07434 47.000 TON | 130.00000 6110.00| | HMA SURFACE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 1080.000 SYS | 1.30000 1404.00| | ASPHALT FOR TACK COAT | | | 0022 502-06329 420.000 SYS | 50.00000 21000.00| | PCCP, 12 IN. | | | 0023 503-03489 60.000 EACH| 20.00000 1200.00| | RETROFITTED TIE BARS | | | 0024 503-05310 162.000 LFT | 120.00000 19440.00| | TERMINAL JOINT | | | 0025 601-01522 3.000 EACH| 1708.00000 5124.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01846 2.000 EACH| 1750.00000 3500.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-06053 1.000 EACH| 17215.00000 17215.00| | GUARDRAIL , QUADGUARD END TREATMENT | | | (TL-2) | | | 0028 601-07023 2.000 EACH| 7168.00000 14336.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0029 601-99105 237.500 LFT | 15.75000 3740.63| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 601-99132 1.000 EACH| 72.00000 72.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0031 602-06646 360.000 LFT | 24.00000 8640.00| | TEMPORARY CONCRETE BARRIER | | | 0032 602-06729 8.000 EACH| 12.00000 96.00| | BARRIER DELINEATOR | | | 0033 609-06259 443.900 SYS | 50.00000 22195.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0034 616-02320 800.000 SYS | 4.00000 3200.00| | GEOTEXTILES | | | 0035 616-05688 600.000 TON | 50.00000 30000.00| | RIPRAP, CLASS 1 | | | 0036 619-05926 LUMP| 1200.00000 1200.00| | ENVIRONMENTAL CONTROL | | | 0037 619-61505 LUMP| 15350.00000 15350.00| | CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0038 621-01004 1.000 EACH| 800.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06560 110.000 SYS | 6.00000 660.00| | MULCHED SEEDING, U | | | 0040 621-06574 135.000 SYS | 24.00000 3240.00| | SODDING | | | 0041 702-51110 384.000 LBS | 4.00000 1536.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0042 702-51863 169.000 EACH| 7.00000 1183.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0043 703-51032 40284.000 LBS | 0.90000 36255.60| | REINFORCING STEEL, EPOXY COATED | | | 0044 703-97936 52.000 EACH| 12.00000 624.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #4 | | | 0045 703-97936 52.000 EACH| 15.00000 780.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | , #5 | | | 0046 704-51002 58.200 CYS | 600.00000 34920.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 3.000 EACH| 1400.00000 4200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 22.600 CYS | 550.00000 12430.00| | CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 4200.00000 4200.00| | SURFACE SEAL | | | 0050 715-05048 270.000 LFT | 12.00000 3240.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0051 715-05053 100.000 LFT | 10.00000 1000.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0052 715-05154 60.000 LFT | 10.00000 600.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0053 715-46020 1.000 EACH| 350.00000 350.00| | PIPE END SECTION, 24 IN. | | | 0054 718-06528 4.000 EACH| 70.00000 280.00| | OUTLET PROTECTOR, 1 | | | 0055 718-52610 30.000 CYS | 25.00000 750.00| | AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 225.000 SYS | 5.00000 1125.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0057 722-51401 120.000 SFT | 20.00000 2400.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0058 722-51842 965.000 SYS | 48.00000 46320.00| | BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 722-51846 2.200 CYS | 330.00000 726.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0060 722-51852 351.000 SFT | 7.00000 2457.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0061 722-60824 780.000 SYS | 7.00000 5460.00| | SURFACE MILLING | | | 0062 724-03276 165.000 LFT | 175.00000 28875.00| | EXPANSION JOINT SEALING SYSTEM | | | 0063 801-01504 4.000 EACH| 80.00000 320.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0064 801-03290 2.000 EACH| 160.00000 320.00| | CONSTRUCTION SIGN, C | | | 0065 801-06207 7955.000 LFT | 1.00000 7955.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06640 24.000 EACH| 125.00000 3000.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 4.000 EACH| 60.00000 240.00| | CONSTRUCTION SIGN, B | | | 0068 801-06710 180.000 DAY | 16.00000 2880.00| | FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0070 801-07119 108.000 LFT | 14.50000 1566.00| | BARRICADE, III-B | | | 0071 801-09133 2.000 EACH| 4450.00000 8900.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0072 808-06701 635.000 LFT | 0.75000 476.25| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0073 808-06703 625.000 LFT | 0.75000 468.75| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0074 808-06716 2195.000 LFT | 0.50000 1097.50| | LINE, REMOVE | | | 0075 808-75240 400.000 LFT | 0.75000 300.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0076 808-75245 1575.000 LFT | 0.75000 1181.25| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 660 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 525,138.25 ROUTE : SR 53 CALL ORDER : 660 CONTRACT ID : B -27219-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 808-75998 20.000 EACH| 120.00000 2400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0078 621-01004 1.000 EACH| 800.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 203-51223 624.000 CYS | 25.00000 15600.00| | EXCAVATION, WATERWAY | | | SECTION TOTALS | $ 641,098.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 641,098.98| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 670 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,697.36 ROUTE : SR 54 CALL ORDER : 670 CONTRACT ID : B -27238-A COUNTIES : LAWRENCE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0501006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 563,519.80 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 577,483.75 102.4779% 3 35-1310611 DUNCAN ROBERTSON INC $ 592,930.15 105.2190% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 653,686.36 116.0006% 5 35-1357381 O'MARA, DAVE CONTRACTOR $ 664,761.90 117.9660% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|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 REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07577 10.000 MOS | 66.00000 660.00| 200.00000 2000.00| 300.00000 3000.00 CELLULAR SERVICE | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 27750.00000 27750.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0005 202-02189 2.000 EACH| 25.00000 50.00| 100.00000 200.00| 100.00000 200.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-51330 LUMP| 6000.00000 6000.00| 39500.00000 39500.00| 32000.00000 32000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 2173.000 m3 | 12.00000 26076.00| 15.00000 32595.00| 12.50000 27162.50 EXCAVATION, COMMON | | | 0008 203-02010 350.000 m3 | 100.00000 35000.00| 50.00000 17500.00| 50.00000 17500.00 EXCAVATION, ROCK | | | 0009 203-02070 310.000 m3 | 1.00000 310.00| 17.50000 5425.00| 16.50000 5115.00 BORROW | | | 0010 205-06936 3.000 Mg | 32.00000 96.00| 20.00000 60.00| 300.00000 900.00 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 45.000 m | 5.50000 247.50| 4.50000 202.50| 5.00000 225.00 TEMPORARY SILT FENCE | | | 0012 206-51215 150.000 m3 | 100.00000 15000.00| 150.00000 22500.00| 100.00000 15000.00 EXCAVATION, X | | | 0013 207-07500 1008.000 m2 | 7.00000 7056.00| 10.00000 10080.00| 9.00000 9072.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 670 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,697.36 ROUTE : SR 54 CALL ORDER : 670 CONTRACT ID : B -27238-A COUNTIES : LAWRENCE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|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 207-07503 1038.000 m2 | 3.00000 3114.00| 7.75000 8044.50| 5.00000 5190.00 SUBGRADE TREATMENT, TYPE E | | | 0015 211-07454 450.000 m3 | 25.00000 11250.00| 24.00000 10800.00| 35.00000 15750.00 STRUCTURE BACKFILL | | | 0016 303-01180 437.000 Mg | 24.00000 10488.00| 14.50000 6336.50| 15.00000 6555.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08043 240.000 m2 | 5.00000 1200.00| 8.50000 2040.00| 8.00000 1920.00 MILLING, TRANSITION | | | 0018 402-07432 83.000 Mg | 53.00000 4399.00| 72.00000 5976.00| 75.00000 6225.00 HMA SURFACE, TYPE A | | | 0019 402-07433 91.000 Mg | 61.00000 5551.00| 72.00000 6552.00| 75.00000 6825.00 HMA SURFACE, TYPE B | | | 0020 402-07435 194.000 Mg | 46.00000 8924.00| 60.00000 11640.00| 60.00000 11640.00 HMA INTERMEDIATE, TYPE A | | | 0021 402-07438 151.000 Mg | 45.00000 6795.00| 58.00000 8758.00| 60.00000 9060.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07440 109.000 Mg | 43.00000 4687.00| 60.00000 6540.00| 63.00000 6867.00 HMA BASE, TYPE A | | | 0023 402-07441 605.000 Mg | 48.00000 29040.00| 62.00000 37510.00| 53.00000 32065.00 HMA BASE, TYPE B | | | 0024 405-05518 921.000 m2 | 2.00000 1842.00| 0.75000 690.75| 0.80000 736.80 ASPHALT FOR PRIME COAT | | | 0025 406-05521 300.000 m2 | 0.10000 30.00| 1.50000 450.00| 1.10000 330.00 ASPHALT FOR TACK COAT | | | 0026 601-02206 120.000 m | 37.00000 4440.00| 20.00000 2400.00| 29.00000 3480.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0027 601-04746 2.000 EACH| 3500.00000 7000.00| 4000.00000 8000.00| 3960.00000 7920.00 ENERGY ABSORBING TERMINAL, CZ | | | 0028 601-06854 2.000 EACH| 2300.00000 4600.00| 2400.00000 4800.00| 2000.00000 4000.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 4.000 EACH| 2200.00000 8800.00| 2400.00000 9600.00| 2750.00000 11000.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97080 2.000 EACH| 1700.00000 3400.00| 2250.00000 4500.00| 1650.00000 3300.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 208.000 m | 44.00000 9152.00| 35.00000 7280.00| 53.25000 11076.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06639 174.000 m | 70.00000 12180.00| 60.00000 10440.00| 75.00000 13050.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 603-06040 291.000 m | 19.00000 5529.00| 34.50000 10039.50| 26.00000 7566.00 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 670 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,697.36 ROUTE : SR 54 CALL ORDER : 670 CONTRACT ID : B -27238-A COUNTIES : LAWRENCE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|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 603-94842 1.000 EACH| 900.00000 900.00| 1700.00000 1700.00| 870.00000 870.00 FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0035 603-97461 80.000 m | 18.00000 1440.00| 42.00000 3360.00| 46.20000 3696.00 TEMPORARY FENCE | | | 0036 615-06490 9.000 EACH| 140.00000 1260.00| 115.00000 1035.00| 105.00000 945.00 RIGHT OF WAY MARKER | | | 0037 615-06505 2.000 EACH| 775.00000 1550.00| 500.00000 1000.00| 545.00000 1090.00 MONUMENT, B | | | 0038 616-02320 150.000 m2 | 2.00000 300.00| 3.50000 525.00| 5.00000 750.00 GEOTEXTILES | | | 0039 616-06405 102.000 Mg | 26.00000 2652.00| 20.00000 2040.00| 25.00000 2550.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 650.00000 1300.00| 600.00000 1200.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.220 Mg | 800.00000 176.00| 400.00000 88.00| 400.00000 88.00 FERTILIZER | | | 0042 621-06559 2400.000 m2 | 0.70000 1680.00| 1.00000 2400.00| 0.66000 1584.00 MULCHED SEEDING, R | | | 0043 622-91786 200.000 EACH| 8.25000 1650.00| 10.00000 2000.00| 10.00000 2000.00 SEEDLING | | | 0044 622-98200 4.000 EACH| 21.00000 84.00| 35.00000 140.00| 38.00000 152.00 SIGN, DO NOT DISTURB | | | 0045 723-06660 69.000 m2 | 600.00000 41400.00| 450.00000 31050.00| 750.00000 51750.00 WINGWALL | | | 0046 723-07174 23.000 m | 8200.00000 188600.00| 5750.00000 132250.00| 5750.00000 132250.00 STRUCTURE, PRECAST THREE-SIDED, 6710 mm | | | X 2740 mm | | | 0047 801-01851 LUMP| 27000.00000 27000.00| 22500.00000 22500.00| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0049 801-06640 27.000 EACH| 86.00000 2322.00| 125.00000 3375.00| 95.00000 2565.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 10.000 EACH| 41.00000 410.00| 30.00000 300.00| 44.00000 440.00 CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0052 801-07119 14.400 m | 57.00000 820.80| 27.50000 396.00| 61.00000 878.40 BARRICADE, III-B | | | 0053 802-07060 3.000 EACH| 140.00000 420.00| 50.00000 150.00| 200.00000 600.00 SIGN, SHEET, RELOCATE | | | 0054 808-05535 12.000 m | 169.00000 2028.00| 150.00000 1800.00| 185.00000 2220.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 670 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,697.36 ROUTE : SR 54 CALL ORDER : 670 CONTRACT ID : B -27238-A COUNTIES : LAWRENCE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1364963 |(3) 35-1310611 |AMERICAN CONTRACTING & SERVI|ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-06368 12.000 m | 20.00000 240.00| 10.00000 120.00| 21.00000 252.00 TRANSVERSE MARKING, REMOVE | | | 0056 808-06713 456.000 m | 0.80000 364.80| 1.50000 684.00| 0.85000 387.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 456.000 m | 0.80000 364.80| 1.50000 684.00| 0.85000 387.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-06716 100.000 m | 2.60000 260.00| 2.50000 250.00| 2.75000 275.00 LINE, REMOVE | | | 0059 808-75996 10.000 EACH| 6.00000 60.00| 15.00000 150.00| 25.00000 250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 10.000 EACH| 70.00000 700.00| 95.00000 950.00| 72.00000 720.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 801-06207 6209.000 m | 0.10000 620.90| 3.00000 18627.00| 3.25000 20179.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 563,519.80| $ 577,483.75| $ 592,930.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 563,519.80| $ 577,483.75| $ 592,930.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 670 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,697.36 ROUTE : SR 54 CALL ORDER : 670 CONTRACT ID : B -27238-A COUNTIES : LAWRENCE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | 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| 8000.00000 8000.00| 8200.00000 8200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07577 10.000 MOS | 250.00000 2500.00| 110.00000 1100.00| CELLULAR SERVICE | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 33200.00000 33200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 2000.00000 2000.00| 14000.00000 14000.00| CLEARING AND GRUBBING | | | 0005 202-02189 2.000 EACH| 125.00000 250.00| 310.00000 620.00| BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-51330 LUMP| 50000.00000 50000.00| 12200.00000 12200.00| PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 2173.000 m3 | 22.00000 47806.00| 18.00000 39114.00| EXCAVATION, COMMON | | | 0008 203-02010 350.000 m3 | 45.00000 15750.00| 125.00000 43750.00| EXCAVATION, ROCK | | | 0009 203-02070 310.000 m3 | 28.00000 8680.00| 26.00000 8060.00| BORROW | | | 0010 205-06936 3.000 Mg | 195.00000 585.00| 92.00000 276.00| TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 45.000 m | 5.50000 247.50| 5.90000 265.50| TEMPORARY SILT FENCE | | | 0012 206-51215 150.000 m3 | 90.00000 13500.00| 40.00000 6000.00| EXCAVATION, X | | | 0013 207-07500 1008.000 m2 | 7.50000 7560.00| 19.25000 19404.00| SUBGRADE TREATMENT, TYPE C | | | 0014 207-07503 1038.000 m2 | 7.50000 7785.00| 2.50000 2595.00| SUBGRADE TREATMENT, TYPE E | | | 0015 211-07454 450.000 m3 | 45.00000 20250.00| 43.00000 19350.00| STRUCTURE BACKFILL | | | 0016 303-01180 437.000 Mg | 16.00000 6992.00| 18.50000 8084.50| COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08043 240.000 m2 | 9.00000 2160.00| 11.62000 2788.80| MILLING, TRANSITION | | | 0018 402-07432 83.000 Mg | 53.00000 4399.00| 63.50000 5270.50| HMA SURFACE, TYPE A | | | 0019 402-07433 91.000 Mg | 62.00000 5642.00| 60.50000 5505.50| HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 670 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,697.36 ROUTE : SR 54 CALL ORDER : 670 CONTRACT ID : B -27238-A COUNTIES : LAWRENCE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-07435 194.000 Mg | 47.00000 9118.00| 51.75000 10039.50| HMA INTERMEDIATE, TYPE A | | | 0021 402-07438 151.000 Mg | 46.00000 6946.00| 48.25000 7285.75| HMA INTERMEDIATE, TYPE B | | | 0022 402-07440 109.000 Mg | 44.00000 4796.00| 52.25000 5695.25| HMA BASE, TYPE A | | | 0023 402-07441 605.000 Mg | 49.00000 29645.00| 43.50000 26317.50| HMA BASE, TYPE B | | | 0024 405-05518 921.000 m2 | 2.00000 1842.00| 0.85000 782.85| ASPHALT FOR PRIME COAT | | | 0025 406-05521 300.000 m2 | 0.10000 30.00| 0.85000 255.00| ASPHALT FOR TACK COAT | | | 0026 601-02206 120.000 m | 27.00000 3240.00| 29.00000 3480.00| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0027 601-04746 2.000 EACH| 3600.00000 7200.00| 3950.00000 7900.00| ENERGY ABSORBING TERMINAL, CZ | | | 0028 601-06854 2.000 EACH| 1835.00000 3670.00| 2015.00000 4030.00| GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 4.000 EACH| 2495.00000 9980.00| 2750.00000 11000.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-97080 2.000 EACH| 1500.00000 3000.00| 1650.00000 3300.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 208.000 m | 48.40000 10067.20| 53.25000 11076.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06639 174.000 m | 85.00000 14790.00| 83.50000 14529.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 603-06040 291.000 m | 23.65000 6882.15| 26.00000 7566.00| FENCE, FARM FIELD, 1190 mm | | | 0034 603-94842 1.000 EACH| 790.00000 790.00| 870.00000 870.00| FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0035 603-97461 80.000 m | 42.00000 3360.00| 46.25000 3700.00| TEMPORARY FENCE | | | 0036 615-06490 9.000 EACH| 95.00000 855.00| 105.00000 945.00| RIGHT OF WAY MARKER | | | 0037 615-06505 2.000 EACH| 495.00000 990.00| 545.00000 1090.00| MONUMENT, B | | | 0038 616-02320 150.000 m2 | 3.50000 525.00| 4.00000 600.00| GEOTEXTILES | | | 0039 616-06405 102.000 Mg | 26.00000 2652.00| 37.00000 3774.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 670 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,697.36 ROUTE : SR 54 CALL ORDER : 670 CONTRACT ID : B -27238-A COUNTIES : LAWRENCE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01004 2.000 EACH| 650.00000 1300.00| 715.00000 1430.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.220 Mg | 790.00000 173.80| 870.00000 191.40| FERTILIZER | | | 0042 621-06559 2400.000 m2 | 0.66000 1584.00| 0.75000 1800.00| MULCHED SEEDING, R | | | 0043 622-91786 200.000 EACH| 8.20000 1640.00| 9.00000 1800.00| SEEDLING | | | 0044 622-98200 4.000 EACH| 31.00000 124.00| 34.00000 136.00| SIGN, DO NOT DISTURB | | | 0045 723-06660 69.000 m2 | 620.00000 42780.00| 690.00000 47610.00| WINGWALL | | | 0046 723-07174 23.000 m | 8300.00000 190900.00| 7685.00000 176755.00| STRUCTURE, PRECAST THREE-SIDED, 6710 mm | | | X 2740 mm | | | 0047 801-01851 LUMP| 27000.00000 27000.00| 27000.00000 27000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0049 801-06640 27.000 EACH| 85.00000 2295.00| 95.00000 2565.00| CONSTRUCTION SIGN, A | | | 0050 801-06645 10.000 EACH| 40.00000 400.00| 45.00000 450.00| CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 6000.00000 6000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0052 801-07119 14.400 m | 56.00000 806.40| 62.00000 892.80| BARRICADE, III-B | | | 0053 802-07060 3.000 EACH| 135.61000 406.83| 150.00000 450.00| SIGN, SHEET, RELOCATE | | | 0054 808-05535 12.000 m | 168.00000 2016.00| 185.00000 2220.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0055 808-06368 12.000 m | 19.00000 228.00| 21.00000 252.00| TRANSVERSE MARKING, REMOVE | | | 0056 808-06713 456.000 m | 0.79000 360.24| 0.90000 410.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 456.000 m | 0.79000 360.24| 0.90000 410.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-06716 100.000 m | 2.50000 250.00| 2.75000 275.00| LINE, REMOVE | | | 0059 808-75996 10.000 EACH| 30.00000 300.00| 16.50000 165.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 670 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,697.36 ROUTE : SR 54 CALL ORDER : 670 CONTRACT ID : B -27238-A COUNTIES : LAWRENCE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-75998 10.000 EACH| 65.00000 650.00| 75.00000 750.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 801-06207 6209.000 m | 3.00000 18627.00| 3.25000 20179.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 653,686.36| $ 664,761.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 653,686.36| $ 664,761.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 680 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,154.74 ROUTE : SR 234 CALL ORDER : 680 CONTRACT ID : B -27248-A COUNTIES : HANCOCK LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/03/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5430003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20-0740607 SMALL WILSON CONTRACTORS LLC $ 343,690.60 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 358,726.20 104.3747% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 392,753.40 114.2752% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 413,377.30 120.2759% ==================================================================================================================================== |(1) 20-0740607 |(2) 35-1364963 |(3) 35-0918397 |SMALL WILSON CONTRACTORS LLC|ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 7455.00000 7455.00| 10000.00000 10000.00| 7100.00000 7100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1685.00000 13480.00| 1000.00000 8000.00| 2100.00000 16800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 17750.00000 17750.00| 19600.00000 19600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 452.000 LFT | 3.35000 1514.20| 3.50000 1582.00| 3.20000 1446.40 GUARDRAIL, REMOVE | | | 0005 202-51330 LUMP| 14000.00000 14000.00| 33000.00000 33000.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02070 477.000 CYS | 18.00000 8586.00| 13.50000 6439.50| 19.00000 9063.00 BORROW | | | 0007 205-06931 23.000 TON | 23.65000 543.95| 24.00000 552.00| 34.00000 782.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 211-07454 23.000 CYS | 28.50000 655.50| 30.00000 690.00| 29.00000 667.00 STRUCTURE BACKFILL | | | 0009 213-52830 188.500 CYS | 130.00000 24505.00| 95.00000 17907.50| 69.00000 13006.50 FLOWABLE MORTAR | | | 0010 301-07448 1152.000 TON | 15.40000 17740.80| 20.00000 23040.00| 20.00000 23040.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 401-06264 LUMP| 525.00000 525.00| 750.00000 750.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0012 401-07321 319.000 TON | 45.00000 14355.00| 45.00000 14355.00| 50.00000 15950.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07390 483.000 TON | 34.65000 16735.95| 35.00000 16905.00| 38.50000 18595.50 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0014 401-07407 1159.000 TON | 30.50000 35349.50| 32.00000 37088.00| 32.50000 37667.50 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 680 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,154.74 ROUTE : SR 234 CALL ORDER : 680 CONTRACT ID : B -27248-A COUNTIES : HANCOCK LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 20-0740607 |(2) 35-1364963 |(3) 35-0918397 |SMALL WILSON CONTRACTORS LLC|ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07440 227.000 TON | 40.00000 9080.00| 40.00000 9080.00| 56.00000 12712.00 HMA BASE. TYPE A | | | 0016 404-05511 1374.000 SYS | 3.70000 5083.80| 4.00000 5496.00| 5.00000 6870.00 SEAL COAT, 2 | | | 0017 406-05520 2.290 TON | 190.00000 435.10| 200.00000 458.00| 220.00000 503.80 ASPHALT FOR TACK COAT | | | 0018 601-02636 200.000 LFT | 21.00000 4200.00| 22.00000 4400.00| 20.00000 4000.00 GUARDRAIL, W BEAM, NESTED | | | 0019 601-94689 4.000 EACH| 1800.00000 7200.00| 2000.00000 8000.00| 1700.00000 6800.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-97774 1.000 EACH| 900.00000 900.00| 850.00000 850.00| 850.00000 850.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0021 601-99105 900.000 LFT | 11.50000 10350.00| 12.00000 10800.00| 11.00000 9900.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 615-06505 2.000 EACH| 475.00000 950.00| 500.00000 1000.00| 450.00000 900.00 MONUMENT, B | | | 0023 616-02320 202.000 SYS | 2.10000 424.20| 3.00000 606.00| 3.50000 707.00 GEOTEXTILES | | | 0024 616-06405 146.000 TON | 33.40000 4876.40| 20.00000 2920.00| 41.00000 5986.00 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 210.00000 420.00| 300.00000 600.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06545 0.450 TON | 385.00000 173.25| 400.00000 180.00| 365.00000 164.25 FERTILIZER | | | 0027 621-06548 5.000 LBS | 36.00000 180.00| 40.00000 200.00| 34.00000 170.00 SEED MIXTURE, CV | | | 0028 621-06553 192.000 LBS | 3.50000 672.00| 3.50000 672.00| 3.35000 643.20 SEED MIXTURE, R | | | 0029 621-06565 2.260 TON | 615.00000 1389.90| 600.00000 1356.00| 585.00000 1322.10 MULCHING MATERIAL | | | 0030 621-06574 133.000 SYS | 7.70000 1024.10| 8.00000 1064.00| 7.35000 977.55 SODDING | | | 0031 622-91786 100.000 EACH| 8.50000 850.00| 9.00000 900.00| 8.00000 800.00 SEEDLING | | | 0032 715-05169 70.000 LFT | 18.00000 1260.00| 20.00000 1400.00| 36.00000 2520.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05173 6.000 LFT | 110.00000 660.00| 25.00000 150.00| 105.00000 630.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0034 715-46005 2.000 EACH| 180.00000 360.00| 175.00000 350.00| 260.00000 520.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 680 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,154.74 ROUTE : SR 234 CALL ORDER : 680 CONTRACT ID : B -27248-A COUNTIES : HANCOCK LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 20-0740607 |(2) 35-1364963 |(3) 35-0918397 |SMALL WILSON CONTRACTORS LLC|ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-46020 1.000 EACH| 290.00000 290.00| 250.00000 250.00| 330.00000 330.00 PIPE END SECTION, 24 IN. | | | 0036 723-06660 60.370 SYS | 315.00000 19016.55| 360.00000 21733.20| 280.00000 16903.60 WINGWALL | | | 0037 723-08112 52.000 LFT | 1550.00000 80600.00| 1400.00000 72800.00| 2100.00000 109200.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 132 IN. | | | 0038 730-03475 2.000 EACH| 330.00000 660.00| 400.00000 800.00| 1450.00000 2900.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0039 801-04308 2.000 EACH| 110.00000 220.00| 200.00000 400.00| 185.00000 370.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 6.000 EACH| 65.00000 390.00| 100.00000 600.00| 60.00000 360.00 BARRICADE, IIIA | | | 0041 801-06625 23.000 EACH| 53.00000 1219.00| 100.00000 2300.00| 50.00000 1150.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 20.000 EACH| 58.00000 1160.00| 150.00000 3000.00| 55.00000 1100.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 32.00000 64.00| 30.00000 60.00| 30.00000 60.00 CONSTRUCTION SIGN, B | | | 0044 808-06712 390.000 LFT | 0.32000 124.80| 1.50000 585.00| 0.30000 117.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 3100.000 LFT | 0.32000 992.00| 0.35000 1085.00| 0.30000 930.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 203-02000 1381.000 CYS | 11.60000 16019.60| 12.00000 16572.00| 19.00000 26239.00 EXCAVATION, COMMON | | | SECTION TOTALS | $ 343,690.60| $ 358,726.20| $ 392,753.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 343,690.60| $ 358,726.20| $ 392,753.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 680 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,154.74 ROUTE : SR 234 CALL ORDER : 680 CONTRACT ID : B -27248-A COUNTIES : HANCOCK LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1400.00000 11200.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 452.000 LFT | 3.50000 1582.00| | GUARDRAIL, REMOVE | | | 0005 202-51330 LUMP| 19000.00000 19000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02070 477.000 CYS | 1.00000 477.00| | BORROW | | | 0007 205-06931 23.000 TON | 70.00000 1610.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 211-07454 23.000 CYS | 30.00000 690.00| | STRUCTURE BACKFILL | | | 0009 213-52830 188.500 CYS | 110.00000 20735.00| | FLOWABLE MORTAR | | | 0010 301-07448 1152.000 TON | 25.00000 28800.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 401-06264 LUMP| 550.00000 550.00| | PROFILOGRAPH, HMA | | | 0012 401-07321 319.000 TON | 45.00000 14355.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07390 483.000 TON | 35.00000 16905.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0014 401-07407 1159.000 TON | 31.00000 35929.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0015 402-07440 227.000 TON | 40.00000 9080.00| | HMA BASE. TYPE A | | | 0016 404-05511 1374.000 SYS | 3.75000 5152.50| | SEAL COAT, 2 | | | 0017 406-05520 2.290 TON | 200.00000 458.00| | ASPHALT FOR TACK COAT | | | 0018 601-02636 200.000 LFT | 22.00000 4400.00| | GUARDRAIL, W BEAM, NESTED | | | 0019 601-94689 4.000 EACH| 1800.00000 7200.00| | GUARDRAIL END TREATMENT, OS | | | 0020 601-97774 1.000 EACH| 925.00000 925.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 680 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,154.74 ROUTE : SR 234 CALL ORDER : 680 CONTRACT ID : B -27248-A COUNTIES : HANCOCK LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-99105 900.000 LFT | 12.00000 10800.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 615-06505 2.000 EACH| 500.00000 1000.00| | MONUMENT, B | | | 0023 616-02320 202.000 SYS | 5.00000 1010.00| | GEOTEXTILES | | | 0024 616-06405 146.000 TON | 35.00000 5110.00| | RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 225.00000 450.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06545 0.450 TON | 400.00000 180.00| | FERTILIZER | | | 0027 621-06548 5.000 LBS | 36.00000 180.00| | SEED MIXTURE, CV | | | 0028 621-06553 192.000 LBS | 3.50000 672.00| | SEED MIXTURE, R | | | 0029 621-06565 2.260 TON | 600.00000 1356.00| | MULCHING MATERIAL | | | 0030 621-06574 133.000 SYS | 7.50000 997.50| | SODDING | | | 0031 622-91786 100.000 EACH| 8.50000 850.00| | SEEDLING | | | 0032 715-05169 70.000 LFT | 25.00000 1750.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05173 6.000 LFT | 275.00000 1650.00| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0034 715-46005 2.000 EACH| 400.00000 800.00| | PIPE END SECTION, 15 IN. | | | 0035 715-46020 1.000 EACH| 600.00000 600.00| | PIPE END SECTION, 24 IN. | | | 0036 723-06660 60.370 SYS | 640.00000 38636.80| | WINGWALL | | | 0037 723-08112 52.000 LFT | 2000.00000 104000.00| | STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 132 IN. | | | 0038 730-03475 2.000 EACH| 1000.00000 2000.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0039 801-04308 2.000 EACH| 200.00000 400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 6.000 EACH| 70.00000 420.00| | BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 680 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,154.74 ROUTE : SR 234 CALL ORDER : 680 CONTRACT ID : B -27248-A COUNTIES : HANCOCK LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06625 23.000 EACH| 55.00000 1265.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 20.000 EACH| 65.00000 1300.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 30.00000 60.00| | CONSTRUCTION SIGN, B | | | 0044 808-06712 390.000 LFT | 0.35000 136.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 3100.000 LFT | 0.35000 1085.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 203-02000 1381.000 CYS | 20.00000 27620.00| | EXCAVATION, COMMON | | | SECTION TOTALS | $ 413,377.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,377.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 690 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,400,000.05 ROUTE : SR 145 CALL ORDER : 690 CONTRACT ID : B -27272-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 160 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0151013 0151013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,097,212.45 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,171,162.81 106.7398% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,228,781.28 111.9911% 4 35-0626844 RUDOLPH, J.H. & CO $ 1,323,241.39 120.6002% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,538,826.35 140.2487% 6 35-1878024 RAGLE, INC. $ 1,588,109.33 144.7403% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 900.00000 16200.00| 700.00000 12600.00| 1200.00000 21600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 54000.00000 54000.00| 59000.00000 59000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 900.00000 900.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 280.200 SYS | 20.00000 5604.00| 14.00000 3922.80| 18.00000 5043.60 PAVEMENT REMOVAL | | | 0006 202-02241 2097.000 LFT | 2.00000 4194.00| 2.05000 4298.85| 2.50000 5242.50 GUARDRAIL, REMOVE | | | 0007 202-02272 30.000 LFT | 7.50000 225.00| 3.00000 90.00| 9.00000 270.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-02276 1.000 EACH| 150.00000 150.00| 700.00000 700.00| 600.00000 600.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0009 202-51328 LUMP| 65000.00000 65000.00| 45000.00000 45000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP| 85000.00000 85000.00| 50000.00000 50000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0011 205-06937 3500.000 LFT | 1.50000 5250.00| 1.40000 4900.00| 1.40000 4900.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 690 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,400,000.05 ROUTE : SR 145 CALL ORDER : 690 CONTRACT ID : B -27272-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51215 47.800 CYS | 120.00000 5736.00| 225.00000 10755.00| 100.00000 4780.00 EXCAVATION, X | | | 0013 206-51220 563.000 CYS | 125.00000 70375.00| 70.00000 39410.00| 65.00000 36595.00 EXCAVATION, WET | | | 0014 206-51225 194.000 CYS | 10.00000 1940.00| 10.00000 1940.00| 12.00000 2328.00 EXCAVATION, DRY | | | 0015 211-06467 62.000 CYS | 24.00000 1488.00| 40.00000 2480.00| 57.00000 3534.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 213-08058 7.000 CYS | 95.00000 665.00| 100.00000 700.00| 145.00000 1015.00 FLOWABLE BACKFILL | | | 0017 302-07455 88.400 CYS | 30.00000 2652.00| 35.00000 3094.00| 48.00000 4243.20 DENSE GRADED SUBBASE | | | 0018 303-01180 348.000 TON | 15.00000 5220.00| 22.00000 7656.00| 21.00000 7308.00 COMPACTED AGGREGATE, NO. 53 | | | 0019 306-08036 1316.000 SYS | 4.00000 5264.00| 4.00000 5264.00| 7.00000 9212.00 MILLING, ASPHALT, 2 IN. | | | 0020 406-05521 4265.000 SYS | 0.60000 2559.00| 0.55000 2345.75| 0.70000 2985.50 ASPHALT FOR TACK COAT | | | 0021 601-01522 8.000 EACH| 1525.00000 12200.00| 1500.00000 12000.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-07024 4.000 EACH| 3500.00000 14000.00| 3500.00000 14000.00| 3600.00000 14400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0023 601-94689 8.000 EACH| 2250.00000 18000.00| 1950.00000 15600.00| 2495.00000 19960.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 843.750 LFT | 12.50000 10546.88| 12.50000 10546.88| 15.45000 13035.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06639 1260.000 LFT | 15.00000 18900.00| 23.00000 28980.00| 23.00000 28980.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06729 18.000 EACH| 7.50000 135.00| 7.00000 126.00| 7.00000 126.00 BARRIER DELINEATOR | | | 0027 603-06040 50.000 LFT | 11.00000 550.00| 11.00000 550.00| 14.00000 700.00 FENCE, FARM FIELD, 47 IN. , TEMPORARY | | | 0028 609-06259 528.200 SYS | 60.00000 31692.00| 48.00000 25353.60| 65.00000 34333.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 610-07487 888.000 TON | 72.00000 63936.00| 64.00000 56832.00| 80.00000 71040.00 HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 276.000 SYS | 2.75000 759.00| 1.10000 303.60| 3.00000 828.00 GEOTEXTILES | | | 0031 616-06405 590.000 TON | 17.50000 10325.00| 18.00000 10620.00| 20.00000 11800.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 690 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,400,000.05 ROUTE : SR 145 CALL ORDER : 690 CONTRACT ID : B -27272-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01004 4.000 EACH| 675.00000 2700.00| 635.00000 2540.00| 635.00000 2540.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 3000.000 SYS | 0.60000 1800.00| 0.55000 1650.00| 0.52000 1560.00 MULCHED SEEDING, R | | | 0034 701-51195 172.000 LFT | 50.00000 8600.00| 82.00000 14104.00| 75.00000 12900.00 PILE, STEEL H, HP 12 X 53 | | | 0035 701-91792 4.000 EACH| 125.00000 500.00| 95.00000 380.00| 150.00000 600.00 PILE TIP, STEEL H | | | 0036 702-51005 261.800 CYS | 300.00000 78540.00| 600.00000 157080.00| 400.00000 104720.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51015 47.600 CYS | 275.00000 13090.00| 200.00000 9520.00| 350.00000 16660.00 CONCRETE, B, FOOTINGS | | | 0038 702-51110 966.000 LBS | 3.00000 2898.00| 3.00000 2898.00| 2.60000 2511.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0039 702-51863 396.000 EACH| 8.50000 3366.00| 9.00000 3564.00| 10.00000 3960.00 FIELD DRILLED HOLE IN CONCRETE | | | 0040 703-01540 56.000 EACH| 9.00000 504.00| 10.00000 560.00| 12.00000 672.00 THREADED TIE BAR ASSEMBLY | | | 0041 703-51030 71602.000 LBS | 0.66000 47257.32| 0.70000 50121.40| 0.70000 50121.40 REINFORCING STEEL | | | 0042 703-51032 114202.000 LBS | 0.75000 85651.50| 0.80000 91361.60| 0.80000 91361.60 REINFORCING STEEL, EPOXY COATED | | | 0043 703-97936 934.000 EACH| 9.00000 8406.00| 10.00000 9340.00| 19.00000 17746.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0044 704-51002 516.200 CYS | 300.00000 154860.00| 400.00000 206480.00| 500.00000 258100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 8.000 EACH| 1100.00000 8800.00| 1200.00000 9600.00| 1250.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 47.400 CYS | 400.00000 18960.00| 325.00000 15405.00| 400.00000 18960.00 CONCRETE, C, RAILING | | | 0047 707-05983 872.250 LFT | 75.00000 65418.75| 57.00000 49718.25| 90.00000 78502.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 36 IN. X 12 IN. | | | 0048 709-51821 LUMP| 3000.00000 3000.00| 4800.00000 4800.00| 4975.00000 4975.00 SURFACE SEAL , STR. NO. 1 | | | 0049 709-51821 LUMP| 5000.00000 5000.00| 3900.00000 3900.00| 2875.00000 2875.00 SURFACE SEAL , STR. NO. 2 | | | 0050 710-51870 100.000 SFT | 65.00000 6500.00| 90.00000 9000.00| 78.00000 7800.00 REPOINTING MASONRY IN STRUCTURES | | | 0051 715-05407 136.000 LFT | 4.50000 612.00| 7.00000 952.00| 9.00000 1224.00 PIPE, END BENT DRAIN, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 690 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,400,000.05 ROUTE : SR 145 CALL ORDER : 690 CONTRACT ID : B -27272-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-2040801 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-91361 9.000 LFT | 15.00000 135.00| 21.00000 189.00| 75.00000 675.00 PIPE, PVC, 6 IN. | | | 0053 718-06531 2.000 EACH| 250.00000 500.00| 320.00000 640.00| 850.00000 1700.00 OUTLET PROTECTOR, 3 | | | 0054 801-01851 LUMP| 24000.00000 24000.00| 44000.00000 44000.00| 40000.00000 40000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0055 801-06207 9926.000 LFT | 1.00000 9926.00| 1.00000 9926.00| 0.90000 8933.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06640 45.000 EACH| 90.00000 4050.00| 140.00000 6300.00| 135.00000 6075.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 16.000 EACH| 40.00000 640.00| 42.00000 672.00| 40.00000 640.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 7500.00000 7500.00| 19200.00000 19200.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0059 808-06712 196.000 LFT | 0.50000 98.00| 0.28000 54.88| 0.24000 47.04 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0060 808-06713 3407.000 LFT | 0.35000 1192.45| 0.28000 953.96| 0.24000 817.68 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1843.000 LFT | 0.35000 645.05| 0.28000 516.04| 0.24000 442.32 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 2422.000 LFT | 0.75000 1816.50| 1.10000 2664.20| 1.00000 2422.00 LINE, REMOVE | | | 0063 808-75996 16.000 EACH| 15.00000 240.00| 9.00000 144.00| 25.00000 400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 16.000 EACH| 90.00000 1440.00| 60.00000 960.00| 55.00000 880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,097,212.45| $ 1,171,162.81| $ 1,228,781.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,097,212.45| $ 1,171,162.81| $ 1,228,781.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 690 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,400,000.05 ROUTE : SR 145 CALL ORDER : 690 CONTRACT ID : B -27272-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 05-0558668 |(6) 35-1878024 |RUDOLPH, J.H. & CO |WEDDLE BROTHERS HIGHWAY GROU|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 18909.82000 18909.82| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 1750.00000 31500.00| 1316.87000 23703.66| 1000.00000 18000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 66400.00000 66400.00| 76941.32000 76941.32| 79000.00000 79000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 72000.00000 72000.00| 4595.40000 4595.40| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 280.200 SYS | 24.00000 6724.80| 13.92000 3900.38| 25.00000 7005.00 PAVEMENT REMOVAL | | | 0006 202-02241 2097.000 LFT | 2.50000 5242.50| 2.39000 5011.83| 3.00000 6291.00 GUARDRAIL, REMOVE | | | 0007 202-02272 30.000 LFT | 9.00000 270.00| 17.23000 516.90| 10.00000 300.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-02276 1.000 EACH| 275.00000 275.00| 258.38000 258.38| 500.00000 500.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0009 202-51328 LUMP| 52000.00000 52000.00| 155526.65000 155526.65| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP| 77000.00000 77000.00| 195781.13000 195781.13| 135000.00000 135000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0011 205-06937 3500.000 LFT | 1.75000 6125.00| 3.31000 11585.00| 1.30000 4550.00 TEMPORARY SILT FENCE | | | 0012 206-51215 47.800 CYS | 300.00000 14340.00| 124.27000 5940.11| 250.00000 11950.00 EXCAVATION, X | | | 0013 206-51220 563.000 CYS | 34.00000 19142.00| 15.31000 8619.53| 50.00000 28150.00 EXCAVATION, WET | | | 0014 206-51225 194.000 CYS | 32.20000 6246.80| 14.81000 2873.14| 50.00000 9700.00 EXCAVATION, DRY | | | 0015 211-06467 62.000 CYS | 43.00000 2666.00| 27.33000 1694.46| 35.00000 2170.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 213-08058 7.000 CYS | 235.00000 1645.00| 131.98000 923.86| 120.00000 840.00 FLOWABLE BACKFILL | | | 0017 302-07455 88.400 CYS | 33.00000 2917.20| 28.56000 2524.70| 40.00000 3536.00 DENSE GRADED SUBBASE | | | 0018 303-01180 348.000 TON | 22.00000 7656.00| 14.16000 4927.68| 14.00000 4872.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 690 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,400,000.05 ROUTE : SR 145 CALL ORDER : 690 CONTRACT ID : B -27272-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 05-0558668 |(6) 35-1878024 |RUDOLPH, J.H. & CO |WEDDLE BROTHERS HIGHWAY GROU|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 306-08036 1316.000 SYS | 6.35000 8356.60| 7.06000 9290.96| 5.00000 6580.00 MILLING, ASPHALT, 2 IN. | | | 0020 406-05521 4265.000 SYS | 0.50000 2132.50| 0.64000 2729.60| 0.55000 2345.75 ASPHALT FOR TACK COAT | | | 0021 601-01522 8.000 EACH| 1200.00000 9600.00| 1721.73000 13773.84| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-07024 4.000 EACH| 3600.00000 14400.00| 7441.36000 29765.44| 3600.00000 14400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0023 601-94689 8.000 EACH| 2495.00000 19960.00| 2247.00000 17976.00| 2495.00000 19960.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 843.750 LFT | 15.45000 13035.94| 14.01000 11820.94| 15.45000 13035.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 602-06639 1260.000 LFT | 28.00000 35280.00| 33.41000 42096.60| 45.00000 56700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 602-06729 18.000 EACH| 7.00000 126.00| 8.17000 147.06| 6.00000 108.00 BARRIER DELINEATOR | | | 0027 603-06040 50.000 LFT | 14.00000 700.00| 12.37000 618.50| 14.00000 700.00 FENCE, FARM FIELD, 47 IN. , TEMPORARY | | | 0028 609-06259 528.200 SYS | 70.00000 36974.00| 51.75000 27334.35| 60.00000 31692.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 610-07487 888.000 TON | 73.00000 64824.00| 82.11000 72913.68| 70.00000 62160.00 HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 276.000 SYS | 2.75000 759.00| 2.55000 703.80| 2.00000 552.00 GEOTEXTILES | | | 0031 616-06405 590.000 TON | 17.35000 10236.50| 12.44000 7339.60| 15.00000 8850.00 RIPRAP, REVETMENT | | | 0032 621-01004 4.000 EACH| 635.00000 2540.00| 741.22000 2964.88| 200.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 3000.000 SYS | 0.52000 1560.00| 0.61000 1830.00| 1.50000 4500.00 MULCHED SEEDING, R | | | 0034 701-51195 172.000 LFT | 69.00000 11868.00| 87.05000 14972.60| 75.00000 12900.00 PILE, STEEL H, HP 12 X 53 | | | 0035 701-91792 4.000 EACH| 125.00000 500.00| 114.39000 457.56| 250.00000 1000.00 PILE TIP, STEEL H | | | 0036 702-51005 261.800 CYS | 500.00000 130900.00| 397.42000 104044.56| 700.00000 183260.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51015 47.600 CYS | 520.00000 24752.00| 239.03000 11377.83| 700.00000 33320.00 CONCRETE, B, FOOTINGS | | | 0038 702-51110 966.000 LBS | 2.40000 2318.40| 1.68000 1622.88| 1.60000 1545.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 690 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,400,000.05 ROUTE : SR 145 CALL ORDER : 690 CONTRACT ID : B -27272-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 05-0558668 |(6) 35-1878024 |RUDOLPH, J.H. & CO |WEDDLE BROTHERS HIGHWAY GROU|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-51863 396.000 EACH| 9.00000 3564.00| 4.11000 1627.56| 12.00000 4752.00 FIELD DRILLED HOLE IN CONCRETE | | | 0040 703-01540 56.000 EACH| 15.00000 840.00| 11.28000 631.68| 12.00000 672.00 THREADED TIE BAR ASSEMBLY | | | 0041 703-51030 71602.000 LBS | 0.70000 50121.40| 0.80000 57281.60| 0.70000 50121.40 REINFORCING STEEL | | | 0042 703-51032 114202.000 LBS | 0.73000 83367.46| 0.88000 100497.76| 0.85000 97071.70 REINFORCING STEEL, EPOXY COATED | | | 0043 703-97936 934.000 EACH| 13.90000 12982.60| 11.28000 10535.52| 14.00000 13076.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0044 704-51002 516.200 CYS | 460.00000 237452.00| 493.66000 254827.29| 500.00000 258100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 8.000 EACH| 1000.00000 8000.00| 1267.27000 10138.16| 950.00000 7600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 47.400 CYS | 400.00000 18960.00| 478.58000 22684.69| 400.00000 18960.00 CONCRETE, C, RAILING | | | 0047 707-05983 872.250 LFT | 85.00000 74141.25| 87.17000 76034.03| 150.00000 130837.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 36 IN. X 12 IN. | | | 0048 709-51821 LUMP| 4710.00000 4710.00| 5207.03000 5207.03| 4710.00000 4710.00 SURFACE SEAL , STR. NO. 1 | | | 0049 709-51821 LUMP| 3840.00000 3840.00| 7667.81000 7667.81| 3840.00000 3840.00 SURFACE SEAL , STR. NO. 2 | | | 0050 710-51870 100.000 SFT | 40.00000 4000.00| 91.05000 9105.00| 25.00000 2500.00 REPOINTING MASONRY IN STRUCTURES | | | 0051 715-05407 136.000 LFT | 17.00000 2312.00| 5.27000 716.72| 8.00000 1088.00 PIPE, END BENT DRAIN, 6 IN. | | | 0052 715-91361 9.000 LFT | 40.00000 360.00| 13.59000 122.31| 20.00000 180.00 PIPE, PVC, 6 IN. | | | 0053 718-06531 2.000 EACH| 450.00000 900.00| 514.03000 1028.06| 350.00000 700.00 OUTLET PROTECTOR, 3 | | | 0054 801-01851 LUMP| 19100.00000 19100.00| 44575.23000 44575.23| 60000.00000 60000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0055 801-06207 9926.000 LFT | 0.90000 8933.40| 0.99000 9826.74| 0.90000 8933.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06640 45.000 EACH| 135.00000 6075.00| 134.24000 6040.80| 135.00000 6075.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 16.000 EACH| 40.00000 640.00| 40.85000 653.60| 40.00000 640.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 10200.00000 10200.00| 17158.91000 17158.91| 10190.00000 10190.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 690 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,400,000.05 ROUTE : SR 145 CALL ORDER : 690 CONTRACT ID : B -27272-A COUNTIES : ORANGE LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 05-0558668 |(6) 35-1878024 |RUDOLPH, J.H. & CO |WEDDLE BROTHERS HIGHWAY GROU|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-06712 196.000 LFT | 0.24000 47.04| 0.30000 58.80| 0.24000 47.04 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0060 808-06713 3407.000 LFT | 0.24000 817.68| 0.30000 1022.10| 0.24000 817.68 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1843.000 LFT | 0.24000 442.32| 0.30000 552.90| 0.24000 442.32 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 2422.000 LFT | 1.00000 2422.00| 0.53000 1283.66| 1.00000 2422.00 LINE, REMOVE | | | 0063 808-75996 16.000 EACH| 10.00000 160.00| 8.31000 132.96| 5.00000 80.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 16.000 EACH| 55.00000 880.00| 87.55000 1400.80| 55.00000 880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,323,241.39| $ 1,538,826.35| $ 1,588,109.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,323,241.39| $ 1,538,826.35| $ 1,588,109.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 710 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,010.00 ROUTE : US 231 CALL ORDER : 710 CONTRACT ID : B -27413-A COUNTIES : TIPPECANOE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 081500I SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1602596 ICARUS INDUSTRIAL PAINTING AWARD $ 508,000.00 100.0000% 2 99-9990430 CENTRALPAINTING/THREE STAR PAINTING, JV AWARD RESCINDED $ 574,640.96 113.1182% 3 35-1841931 VENUS PAINTING COMPANY $ 596,000.00 117.3228% 4 35-1778430 SPANOS, N.I. PAINTING, INC. $ 619,000.00 121.8503% 5 35-1131315 FIVE STAR PAINTING, INC. $ 677,258.00 133.3185% 6 36-3350477 EAGLE PAINTING & MAINTENANCE $ 744,000.00 146.4566% 7 34-1650780 L M LIGNOS ENTERPRISE $ 886,907.77 174.5881% 8 20-0006209 MANTA INDUSTRIAL INC. $ 890,000.00 175.1968% 9 36-2726271 DAGLAS, A.G. PAINTING CO $ 1,184,000.00 233.0708% 10 34-1564476 NORTH STAR PAINTING CO $ 1,279,000.00 251.7716% ==================================================================================================================================== |(1) 35-1602596 |(2) 99-9990430 |(3) 35-1841931 |ICARUS INDUSTRIAL PAINTING |CENTRAL PAINTING/THREE STAR,|VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 30000.00000 30000.00| 29332.00000 29332.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 1000.00000 1000.00| 858.00000 858.00| 6000.00000 6000.00 ENVIRONMENTAL CONTROL | | | 0003 619-51859 LUMP| 100000.00000 100000.00| 66877.00000 66877.00| 128000.00000 128000.00 PAINT STEEL BRIDGE | | | 0004 619-60806 LUMP| 2000.00000 2000.00| 858.00000 858.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 374000.00000 374000.00| 475857.96000 475857.96| 400000.00000 400000.00 CLEAN STEEL BRIDGE | | | 0006 709-51821 LUMP| 1000.00000 1000.00| 858.00000 858.00| 1000.00000 1000.00 SURFACE SEAL | | | SECTION TOTALS | $ 508,000.00| $ 574,640.96| $ 596,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 508,000.00| $ 574,640.96| $ 596,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 710 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,010.00 ROUTE : US 231 CALL ORDER : 710 CONTRACT ID : B -27413-A COUNTIES : TIPPECANOE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778430 |(5) 35-1131315 |(6) 36-3350477 |SPANOS, N.I. PAINTING, INC. |FIVE STAR PAINTING, INC. |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 60000.00000 60000.00 ENVIRONMENTAL CONTROL | | | 0003 619-51859 LUMP| 225000.00000 225000.00| 201919.00000 201919.00| 200000.00000 200000.00 PAINT STEEL BRIDGE | | | 0004 619-60806 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 338000.00000 338000.00| 418839.00000 418839.00| 425000.00000 425000.00 CLEAN STEEL BRIDGE | | | 0006 709-51821 LUMP| 2000.00000 2000.00| 500.00000 500.00| 4000.00000 4000.00 SURFACE SEAL | | | SECTION TOTALS | $ 619,000.00| $ 677,258.00| $ 744,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 619,000.00| $ 677,258.00| $ 744,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 710 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,010.00 ROUTE : US 231 CALL ORDER : 710 CONTRACT ID : B -27413-A COUNTIES : TIPPECANOE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-1650780 |(8) 20-0006209 |(9) 36-2726271 |L M LIGNOS ENTERPRISE |MANTA INDUSTRIAL INC. |DAGLAS, A.G. PAINTING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 44000.00000 44000.00| 40000.00000 40000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 307059.00000 307059.00| 100000.00000 100000.00| 364000.00000 364000.00 ENVIRONMENTAL CONTROL | | | 0003 619-51859 LUMP| 147728.00000 147728.00| 245000.00000 245000.00| 210000.00000 210000.00 PAINT STEEL BRIDGE | | | 0004 619-60806 LUMP| 14632.00000 14632.00| 30000.00000 30000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 363488.77000 363488.77| 445000.00000 445000.00| 540000.00000 540000.00 CLEAN STEEL BRIDGE | | | 0006 709-51821 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 10000.00000 10000.00 SURFACE SEAL | | | SECTION TOTALS | $ 886,907.77| $ 890,000.00| $ 1,184,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 886,907.77| $ 890,000.00| $ 1,184,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 710 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 573,010.00 ROUTE : US 231 CALL ORDER : 710 CONTRACT ID : B -27413-A COUNTIES : TIPPECANOE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 34-1564476 | | |NORTH STAR PAINTING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 40000.00000 40000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 200000.00000 200000.00| | ENVIRONMENTAL CONTROL | | | 0003 619-51859 LUMP| 400000.00000 400000.00| | PAINT STEEL BRIDGE | | | 0004 619-60806 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-61000 LUMP| 600000.00000 600000.00| | CLEAN STEEL BRIDGE | | | 0006 709-51821 LUMP| 9000.00000 9000.00| | SURFACE SEAL | | | SECTION TOTALS | $ 1,279,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,279,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 720 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 544,980.00 ROUTE : VARIOUS CALL ORDER : 720 CONTRACT ID : B -27437-A COUNTIES : VARIOUS LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/24/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 9999040 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC $ 497,757.10 100.0000% 2 35-1374866 PRIMCO, INC. $ 517,123.52 103.8907% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 561,921.10 112.8906% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |R L MCCOY INC |PRIMCO, 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 110-01001 LUMP| 24500.00000 24500.00| 61563.00000 61563.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 211-02050 5.000 CYS | 35.00000 175.00| 182.65000 913.25| 80.00000 400.00 B BORROW | | | 0003 213-04324 2.000 CYS | 500.00000 1000.00| 322.70000 645.40| 250.00000 500.00 FLOWABLE FILL , UNDISTRIBUTED | | | 0004 303-07662 2.000 TON | 90.00000 180.00| 283.15000 566.30| 150.00000 300.00 STONE #2 | | | 0005 306-08036 2773.000 SYS | 4.00000 11092.00| 4.00000 11092.00| 2.50000 6932.50 MILLING, ASPHALT, 2 IN. | | | 0006 306-08041 275.000 SYS | 10.00000 2750.00| 19.40000 5335.00| 2.50000 687.50 MILLING, CONCRETE PAVEMENT | | | 0007 402-07433 311.000 TON | 73.00000 22703.00| 73.00000 22703.00| 73.00000 22703.00 HMA SURFACE, TYPE B | | | 0008 402-07451 29.000 TON | 240.00000 6960.00| 240.00000 6960.00| 240.00000 6960.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0009 406-05521 2700.000 SYS | 0.10000 270.00| 0.10000 270.00| 0.10000 270.00 ASPHALT FOR TACK COAT | | | 0010 604-06367 100.000 LFT | 145.00000 14500.00| 54.98000 5498.00| 115.00000 11500.00 JOINT MATERIAL , S.S., STR. NO. 23 | | | 0011 616-02281 5.000 CYS | 150.00000 750.00| 464.60000 2323.00| 250.00000 1250.00 GROUT FOR RIPRAP | | | 0012 616-06405 20.000 TON | 90.00000 1800.00| 114.90000 2298.00| 45.00000 900.00 RIPRAP, REVETMENT | | | 0013 616-93772 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| 75.00000 150.00 INSPECTION HOLE , UNDISTRIBUTED | | | 0014 617-08121 66.000 LFT | 150.00000 9900.00| 164.27000 10841.82| 150.00000 9900.00 EXPANSION JOINT NOSING MATERIAL, | | | MODIFIED, STR. NO. 27 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 720 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 544,980.00 ROUTE : VARIOUS CALL ORDER : 720 CONTRACT ID : B -27437-A COUNTIES : VARIOUS LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |R L MCCOY INC |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-06559 15.000 SYS | 45.00000 675.00| 45.00000 675.00| 15.00000 225.00 MULCHED SEEDING, R | | | 0016 708-51813 2300.000 SFT | 38.00000 87400.00| 27.00000 62100.00| 35.00000 80500.00 PNEUMATICALLY PLACED MORTAR | | | 0017 708-51814 200.000 SFT | 3.00000 600.00| 3.00000 600.00| 2.50000 500.00 WELDED STEEL WIRE FABRIC | | | 0018 711-51038 LUMP| 6200.00000 6200.00| 4305.00000 4305.00| 3000.00000 3000.00 STRUCTURAL STEEL | | | 0019 711-51864 32.000 EACH| 105.00000 3360.00| 12.50000 400.00| 12.00000 384.00 DRILLED HOLE | | | 0020 715-06517 140.000 LFT | 35.00000 4900.00| 64.49000 9028.60| 24.00000 3360.00 PIPE, CORRUGATED PE, S, 12 IN. | | | 0021 715-91361 8.000 LFT | 125.00000 1000.00| 61.05000 488.40| 66.00000 528.00 PIPE, PVC, 6 IN. | | | 0023 722-51852 2315.000 SFT | 48.00000 111120.00| 25.42000 58847.30| 27.00000 62505.00 BRIDGE DECK PATCHING, PARTIAL DEPTH AT | | | VARIOUS LOCATIONS | | | 0024 724-03276 3896.000 LFT | 31.00000 120776.00| 34.63000 134918.48| 50.00000 194800.00 EXPANSION JOINT SEALING SYSTEM FOR | | | VARIOUS STRUCTURES | | | 0025 724-03276 240.000 LFT | 12.00000 2880.00| 34.63000 8311.20| 68.00000 16320.00 EXPANSION JOINT SEALING SYSTEM | | | LONGITUDINAL, STR. NO. 11 | | | 0026 801-01093 4.000 EACH| 275.00000 1100.00| 275.00000 1100.00| 275.00000 1100.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0027 801-06625 25.000 EACH| 41.50000 1037.50| 41.50000 1037.50| 41.50000 1037.50 DETOUR ROUTE MARKER ASSEMBLY , STR. NO. | | | 5 | | | 0028 801-06640 418.000 EACH| 96.50000 40337.00| 96.50000 40337.00| 96.50000 40337.00 CONSTRUCTION SIGN, A , FOR VARIOUS | | | STRUCTURES | | | 0029 801-06710 13.000 DAY | 40.00000 520.00| 56.00000 728.00| 50.00000 650.00 FLASHING ARROW SIGN , UNDISTRIBUTED | | | 0030 801-06775 LUMP| 10000.00000 10000.00| 51819.42000 51819.42| 57000.00000 57000.00 MAINTAINING TRAFFIC | | | 0031 801-07118 96.000 LFT | 4.20000 403.20| 4.20000 403.20| 4.20000 403.20 BARRICADE, III-A , STR. NO. 5 | | | 0032 801-07119 48.000 LFT | 5.80000 278.40| 5.80000 278.40| 5.80000 278.40 BARRICADE, III-B | | | 0033 110-01001 LUMP| 3070.00000 3070.00| 2940.00000 2940.00| 2200.00000 2200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | EMERGENCY WORK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 720 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 544,980.00 ROUTE : VARIOUS CALL ORDER : 720 CONTRACT ID : B -27437-A COUNTIES : VARIOUS LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |R L MCCOY INC |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 203-02070 5.000 CYS | 20.00000 100.00| 182.65000 913.25| 90.00000 450.00 BORROW | | | 0035 306-08043 100.000 SYS | 29.00000 2900.00| 29.00000 2900.00| 29.00000 2900.00 MILLING, TRANSITION | | | 0036 621-01004 1.000 EACH| 800.00000 800.00| 675.00000 675.00| 150.00000 150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 105-07577 8.000 MOS | 80.00000 640.00| 111.00000 888.00| 80.00000 640.00 CELLULAR SERVICE | | | 0038 722-51401 20.000 SFT | 24.00000 480.00| 71.05000 1421.00| 110.00000 2200.00 BRIDGE DECK PATCHING, FULL DEPTH , STR. | | | NO. 5 | | | SECTION TOTALS | $ 497,757.10| $ 517,123.52| $ 561,921.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 497,757.10| $ 517,123.52| $ 561,921.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 730 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 227,612.91 ROUTE : VARIOUS CALL ORDER : 730 CONTRACT ID : B -27447-A COUNTIES : ALLEN DEKALB LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON CONTRACT TIME : 08/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON, INC. IRREGULAR BID $ 173,259.00 100.0000% 2 31-1028573 CIVIL CONSTRUCTION, INC. $ 252,250.00 145.5912% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED. INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 740 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,800.00 ROUTE : SR 19, SR 18 CALL ORDER : 740 CONTRACT ID : B -27473-A COUNTIES : GRANT MIAMI LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/08/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 000CAXR SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1778430 SPANOS, N.I. PAINTING, INC. $ 129,450.00 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING $ 165,000.00 127.4623% 3 35-1645115 THREE STAR PAINTING $ 174,497.33 134.7990% 4 35-2019240 CENTRAL PAINTING, INC. $ 176,100.00 136.0370% 5 35-1841931 VENUS PAINTING COMPANY $ 197,400.00 152.4913% 6 35-1131315 FIVE STAR PAINTING, INC. $ 201,219.00 155.4414% 7 34-1564476 NORTH STAR PAINTING CO $ 614,000.00 474.3144% ==================================================================================================================================== |(1) 35-1778430 |(2) 35-1602596 |(3) 35-1645115 |SPANOS, N.I. PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 6000.00000 6000.00| 17500.00000 17500.00| 8724.90000 8724.90 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 8000.00000 8000.00| 1500.00000 1500.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0003 619-05926 LUMP| 2000.00000 2000.00| 4500.00000 4500.00| 288.93000 288.93 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0004 619-60806 LUMP| 2000.00000 2000.00| 300.00000 300.00| 2084.30000 2084.30 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-95457 LUMP| 90450.00000 90450.00| 110800.00000 110800.00| 151131.01000 151131.01 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0006 619-95457 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 10979.26000 10979.26 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0007 709-51821 LUMP| 500.00000 500.00| 200.00000 200.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 1 | | | 0008 709-51821 LUMP| 500.00000 500.00| 200.00000 200.00| 288.93000 288.93 SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 129,450.00| $ 165,000.00| $ 174,497.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 129,450.00| $ 165,000.00| $ 174,497.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 740 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,800.00 ROUTE : SR 19, SR 18 CALL ORDER : 740 CONTRACT ID : B -27473-A COUNTIES : GRANT MIAMI LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2019240 |(5) 35-1841931 |(6) 35-1131315 |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 500.00000 500.00| 600.00000 600.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0003 619-05926 LUMP| 500.00000 500.00| 600.00000 600.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0004 619-60806 LUMP| 500.00000 500.00| 600.00000 600.00| 5450.00000 5450.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-95457 LUMP| 155000.00000 155000.00| 90000.00000 90000.00| 154936.00000 154936.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0006 619-95457 LUMP| 11000.00000 11000.00| 90000.00000 90000.00| 27533.00000 27533.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0007 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 200.00000 200.00 SURFACE SEAL , STR. NO. 1 | | | 0008 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 176,100.00| $ 197,400.00| $ 201,219.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 176,100.00| $ 197,400.00| $ 201,219.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 740 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,800.00 ROUTE : SR 19, SR 18 CALL ORDER : 740 CONTRACT ID : B -27473-A COUNTIES : GRANT MIAMI LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-1564476 | | |NORTH STAR PAINTING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 60000.00000 60000.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0003 619-05926 LUMP| 20000.00000 20000.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0004 619-60806 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING | | | 0005 619-95457 LUMP| 360000.00000 360000.00| | CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0006 619-95457 LUMP| 120000.00000 120000.00| | CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0007 709-51821 LUMP| 10000.00000 10000.00| | SURFACE SEAL , STR. NO. 1 | | | 0008 709-51821 LUMP| 4000.00000 4000.00| | SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 614,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 750 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,925.00 ROUTE : VARIOUS CALL ORDER : 750 CONTRACT ID : B -27474-A COUNTIES : ELKHART ALLEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON CONTRACT TIME : 10/08/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 000CAXS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. $ 198,600.00 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING $ 209,000.00 105.2366% 3 35-1778430 SPANOS, N.I. PAINTING, INC. $ 215,000.00 108.2578% 4 35-1841931 VENUS PAINTING COMPANY $ 217,000.00 109.2648% 5 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID $ 217,696.00 109.6153% 6 35-1645115 THREE STAR PAINTING $ 237,603.95 119.6394% ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1602596 |(3) 35-1778430 |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 8000.00000 8000.00| 10450.00000 10450.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 300.00000 300.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0003 619-05926 LUMP| 300.00000 300.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0004 619-05926 LUMP| 300.00000 300.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0005 619-05926 LUMP| 300.00000 300.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0006 619-60806 LUMP| 300.00000 300.00| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0007 619-60806 LUMP| 300.00000 300.00| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0008 619-60806 LUMP| 300.00000 300.00| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0009 619-60806 LUMP| 300.00000 300.00| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0010 619-95457 LUMP| 56000.00000 56000.00| 57800.00000 57800.00| 56000.00000 56000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 750 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,925.00 ROUTE : VARIOUS CALL ORDER : 750 CONTRACT ID : B -27474-A COUNTIES : ELKHART ALLEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1602596 |(3) 35-1778430 |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 619-95457 LUMP| 40000.00000 40000.00| 43400.00000 43400.00| 42000.00000 42000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0012 619-95457 LUMP| 67000.00000 67000.00| 69000.00000 69000.00| 67000.00000 67000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 3 | | | 0013 619-95457 LUMP| 24000.00000 24000.00| 23550.00000 23550.00| 26000.00000 26000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 4 | | | 0014 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 1 | | | 0015 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 2 | | | 0016 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 3 | | | 0017 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 4 | | | SECTION TOTALS | $ 198,600.00| $ 209,000.00| $ 215,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,600.00| $ 209,000.00| $ 215,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 750 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,925.00 ROUTE : VARIOUS CALL ORDER : 750 CONTRACT ID : B -27474-A COUNTIES : ELKHART ALLEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 |(5) 35-1131315 |(6) 35-1645115 |VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 11880.20000 11880.20 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 500.00000 500.00| 2000.00000 2000.00| 566.12000 566.12 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0003 619-05926 LUMP| 500.00000 500.00| 2000.00000 2000.00| 388.30000 388.30 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0004 619-05926 LUMP| 500.00000 500.00| 2000.00000 2000.00| 636.28000 636.28 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0005 619-05926 LUMP| 500.00000 500.00| 1000.00000 1000.00| 580.64000 580.64 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0006 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 566.12000 566.12 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0007 619-60806 LUMP| 500.00000 500.00| 900.00000 900.00| 388.30000 388.30 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0008 619-60806 LUMP| 500.00000 500.00| 1300.00000 1300.00| 636.28000 636.28 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0009 619-60806 LUMP| 500.00000 500.00| 600.00000 600.00| 580.64000 580.64 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0010 619-95457 LUMP| 48950.00000 48950.00| 50603.00000 50603.00| 54914.02000 54914.02 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0011 619-95457 LUMP| 48950.00000 48950.00| 45408.00000 45408.00| 37665.39000 37665.39 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0012 619-95457 LUMP| 48950.00000 48950.00| 61788.00000 61788.00| 93533.84000 93533.84 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 3 | | | 0013 619-95457 LUMP| 48950.00000 48950.00| 28397.00000 28397.00| 33096.48000 33096.48 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 4 | | | 0014 709-51821 LUMP| 300.00000 300.00| 150.00000 150.00| 566.12000 566.12 SURFACE SEAL , STR. NO. 1 | | | 0015 709-51821 LUMP| 300.00000 300.00| 150.00000 150.00| 388.30000 388.30 SURFACE SEAL , STR. NO. 2 | | | 0016 709-51821 LUMP| 300.00000 300.00| 150.00000 150.00| 636.28000 636.28 SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 750 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 272,925.00 ROUTE : VARIOUS CALL ORDER : 750 CONTRACT ID : B -27474-A COUNTIES : ELKHART ALLEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT HUNTINGTON SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 |(5) 35-1131315 |(6) 35-1645115 |VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 709-51821 LUMP| 300.00000 300.00| 250.00000 250.00| 580.64000 580.64 SURFACE SEAL , STR. NO. 4 | | | SECTION TOTALS | $ 217,000.00| $ 217,696.00| $ 237,603.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,000.00| $ 217,696.00| $ 237,603.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 760 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,160,871.40 ROUTE : I-90 CALL ORDER : 760 CONTRACT ID : BT-27323-A COUNTIES : STEUBEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 2,945,568.53 100.0000% 2 35-1374866 PRIMCO, INC. $ 3,113,005.09 105.6843% 3 35-1057237 R L MCCOY INC $ 3,117,951.27 105.8522% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |R L MCCOY 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| 591.00000 591.00| 8360.40000 8360.40| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 1300.00000 10400.00| 1000.00000 8000.00| 1500.00000 12000.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 137050.26000 137050.26| 157029.52000 157029.52| 155900.00000 155900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 550.00000 550.00| 1496.00000 1496.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 202-01901 1.000 EACH| 813.26000 813.26| 70805.03000 70805.03| 5154.00000 5154.00 TEMPORARY CROSSOVER, REMOVE | | | 0006 202-02240 2602.000 SYS | 1.50000 3903.00| 9.85000 25629.70| 9.10000 23678.20 PAVEMENT REMOVAL | | | 0007 202-02241 1700.000 LFT | 2.50000 4250.00| 3.00000 5100.00| 3.00000 5100.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 18000.00000 18000.00| 32126.05000 32126.05| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-51328 LUMP| 18000.00000 18000.00| 32126.05000 32126.05| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0010 202-51328 LUMP| 14000.00000 14000.00| 32126.05000 32126.05| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0011 202-51328 LUMP| 14000.00000 14000.00| 32126.06000 32126.06| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 760 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,160,871.40 ROUTE : I-90 CALL ORDER : 760 CONTRACT ID : BT-27323-A COUNTIES : STEUBEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-91385 4.000 EACH| 178.01000 712.04| 145.00000 580.00| 233.00000 932.00 INLET, REMOVE | | | 0013 202-96133 100.000 LFT | 7.12000 712.00| 7.25000 725.00| 19.10000 1910.00 PIPE, REMOVE | | | 0014 203-02000 2168.000 CYS | 13.58000 29441.44| 7.24000 15696.32| 9.30000 20162.40 EXCAVATION, COMMON | | | 0015 203-02070 1732.000 CYS | 11.56000 20021.92| 11.20000 19398.40| 9.65000 16713.80 BORROW | | | 0016 205-02236 8.000 EACH| 75.00000 600.00| 75.00000 600.00| 75.00000 600.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-06931 30.000 TON | 16.44000 493.20| 40.55000 1216.50| 30.00000 900.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 1600.000 LFT | 1.52000 2432.00| 2.95000 4720.00| 2.00000 3200.00 TEMPORARY SILT FENCE | | | 0019 206-51230 948.000 CYS | 4.00000 3792.00| 14.75000 13983.00| 48.00000 45504.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 210-05873 LUMP| 5200.00000 5200.00| 6750.00000 6750.00| 5000.00000 5000.00 TESTING , MATERIAL AND SAMPLING | | | 0021 210-08096 4.000 EACH| 18500.00000 74000.00| 20595.00000 82380.00| 20425.00000 81700.00 PERMANENT PROGRAMMABLE MESSAGE BOARD | | | 0022 211-07454 912.000 CYS | 12.25000 11172.00| 14.00000 12768.00| 15.00000 13680.00 STRUCTURE BACKFILL | | | 0023 301-07448 2789.000 TON | 10.66000 29730.74| 11.10000 30957.90| 11.50000 32073.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-06464 888.000 CYS | 21.23000 18852.24| 20.25000 17982.00| 34.00000 30192.00 SUBBASE FOR PCCP | | | 0025 306-08043 1869.000 SYS | 1.50000 2803.50| 6.17000 11531.73| 3.00000 5607.00 MILLING, TRANSITION | | | 0026 402-07432 66.000 TON | 47.50000 3135.00| 26.00000 1716.00| 26.00000 1716.00 HMA SURFACE, TYPE A | | | 0027 402-07434 690.000 TON | 47.50000 32775.00| 49.00000 33810.00| 49.00000 33810.00 HMA SURFACE, TYPE C | | | 0028 402-07439 2071.000 TON | 30.00000 62130.00| 30.00000 62130.00| 30.00000 62130.00 HMA INTERMEDIATE, TYPE C | | | 0029 402-07442 3681.000 TON | 30.00000 110430.00| 27.50000 101227.50| 27.50000 101227.50 HMA BASE, TYPE C | | | 0030 406-05521 1869.000 SYS | 2.00000 3738.00| 0.10000 186.90| 0.10000 186.90 ASPHALT FOR TACK COAT | | | 0031 501-06266 LUMP| 2000.00000 2000.00| 1870.00000 1870.00| 1500.00000 1500.00 PROFILOGRAPH, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 760 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,160,871.40 ROUTE : I-90 CALL ORDER : 760 CONTRACT ID : BT-27323-A COUNTIES : STEUBEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 501-06727 LUMP| 1068.48000 1068.48| 748.00000 748.00| 1000.00000 1000.00 CORING, PCCP | | | 0033 502-06331 2737.000 SYS | 55.17000 151000.29| 34.00000 93058.00| 48.00000 131376.00 PCCP, 14 IN. | | | 0034 503-05240 3312.000 LFT | 4.84000 16030.08| 7.00000 23184.00| 7.00000 23184.00 D-1 CONTRACTION JOINT | | | 0035 503-05310 192.000 LFT | 298.33000 57279.36| 86.70000 16646.40| 145.00000 27840.00 TERMINAL JOINT | | | 0036 507-07505 96.000 EACH| 15.17000 1456.32| 8.90000 854.40| 48.00000 4608.00 RETROFIT LOAD TRANSFER | | | 0037 601-01522 12.000 EACH| 1095.00000 13140.00| 1450.00000 17400.00| 1450.00000 17400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-04746 2.000 EACH| 6100.00000 12200.00| 5900.00000 11800.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0039 601-06777 2.000 EACH| 5600.00000 11200.00| 6000.00000 12000.00| 6000.00000 12000.00 GRAVEL BARREL ARRAY | | | 0040 601-94689 4.000 EACH| 2000.00000 8000.00| 2150.00000 8600.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 2000.000 LFT | 12.50000 25000.00| 13.50000 27000.00| 13.50000 27000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 602-06639 600.000 LFT | 16.29000 9774.00| 13.10000 7860.00| 18.00000 10800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0043 602-06646 5690.000 LFT | 15.00000 85350.00| 12.50000 71125.00| 15.00000 85350.00 TEMPORARY CONCRETE BARRIER | | | 0044 602-06729 76.000 EACH| 7.00000 532.00| 8.60000 653.60| 10.00000 760.00 BARRIER DELINEATOR | | | 0045 606-07484 800.000 LFT | 3.40000 2720.00| 1.40000 1120.00| 1.00000 800.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0046 606-07485 1920.000 LFT | 0.20000 384.00| 1.74000 3340.80| 1.00000 1920.00 MILLED PCCP SHOULDER CORRUGATIONS | | | 0047 609-06262 920.000 SYS | 28.36000 26091.20| 52.40000 48208.00| 74.00000 68080.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0048 611-52817 2.000 EACH| 2628.23000 5256.46| 43869.97000 87739.94| 6339.00000 12678.00 TEMPORARY CROSSOVER, B | | | 0049 616-02320 1830.000 SYS | 2.10000 3843.00| 2.05000 3751.50| 2.00000 3660.00 GEOTEXTILES | | | 0050 616-06405 940.000 TON | 22.00000 20680.00| 20.50000 19270.00| 16.50000 15510.00 RIPRAP, REVETMENT | | | 0051 616-06451 396.000 TON | 23.00000 9108.00| 27.20000 10771.20| 16.50000 6534.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 760 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,160,871.40 ROUTE : I-90 CALL ORDER : 760 CONTRACT ID : BT-27323-A COUNTIES : STEUBEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 616-51367 636.000 SYS | 34.20000 21751.20| 35.00000 22260.00| 52.00000 33072.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0054 621-01004 4.000 EACH| 200.00000 800.00| 750.00000 3000.00| 750.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02363 7394.000 SYS | 0.40000 2957.60| 0.40000 2957.60| 0.40000 2957.60 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0056 621-06559 5414.000 SYS | 0.48000 2598.72| 0.48000 2598.72| 0.48000 2598.72 MULCHED SEEDING, R | | | 0057 701-51160 1590.000 LFT | 31.60000 50244.00| 25.00000 39750.00| 34.00000 54060.00 PILE, STEEL SHELL, 14 IN. | | | 0058 702-51005 819.000 CYS | 787.00000 644553.00| 375.00000 307125.00| 800.00000 655200.00 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51015 334.000 CYS | 65.10000 21743.40| 250.00000 83500.00| 50.00000 16700.00 CONCRETE, B, FOOTINGS | | | 0060 702-51863 1316.000 EACH| 4.23000 5566.68| 8.76000 11528.16| 8.00000 10528.00 FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51030 151831.000 LBS | 0.55000 83507.05| 0.67000 101726.77| 0.60000 91098.60 REINFORCING STEEL | | | 0062 703-51032 317209.000 LBS | 0.60000 190325.40| 0.73000 231562.57| 0.65000 206185.85 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51006 821.000 CYS | 285.75000 234600.75| 365.00000 299665.00| 325.00000 266825.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0064 706-05732 16.000 EACH| 955.00000 15280.00| 931.00000 14896.00| 1400.00000 22400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 118.000 CYS | 771.00000 90978.00| 475.71000 56133.78| 300.00000 35400.00 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP| 4193.14000 4193.14| 2426.30000 2426.30| 1269.00000 1269.00 SURFACE SEAL , STR. NO. 1 | | | 0067 709-51821 LUMP| 4193.14000 4193.14| 2426.30000 2426.30| 1269.00000 1269.00 SURFACE SEAL , STR. NO. 2 | | | 0068 709-51821 LUMP| 4193.14000 4193.14| 2516.74000 2516.74| 1269.00000 1269.00 SURFACE SEAL , STR. NO. 3 | | | 0069 709-51821 LUMP| 4193.14000 4193.14| 2516.74000 2516.74| 1269.00000 1269.00 SURFACE SEAL , STR. NO. 4 | | | 0070 710-51870 80.000 SFT | 65.00000 5200.00| 30.00000 2400.00| 40.00000 3200.00 REPOINTING MASONRY IN STRUCTURES | | | 0071 711-51038 LUMP| 264000.00000 264000.00| 316200.00000 316200.00| 250000.00000 250000.00 STRUCTURAL STEEL | | | 0072 715-05121 1126.000 LFT | 12.24000 13782.24| 15.81000 17802.06| 20.30000 22857.80 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 760 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,160,871.40 ROUTE : I-90 CALL ORDER : 760 CONTRACT ID : BT-27323-A COUNTIES : STEUBEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05203 1960.000 LFT | 2.97000 5821.20| 3.96000 7761.60| 4.45000 8722.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0074 715-07693 231.000 LFT | 9.50000 2194.50| 8.30000 1917.30| 13.70000 3164.70 PIPE, UNDERDRAIN, 4 IN. | | | 0075 715-26764 4.000 EACH| 2053.95000 8215.80| 4605.00000 18420.00| 4855.00000 19420.00 GRATED BOX END SECTION, II, 10:1, 18 IN.| | | 0076 715-44276 320.000 LFT | 9.97000 3190.40| 10.41000 3331.20| 21.60000 6912.00 PIPE, PVC, PERF., 4 IN. | | | 0077 718-06529 22.000 EACH| 110.05000 2421.10| 448.00000 9856.00| 114.00000 2508.00 OUTLET PROTECTOR, 2 | | | 0078 724-51925 400.000 LFT | 55.13000 22052.00| 85.30000 34120.00| 92.00000 36800.00 STRUCTURAL EXPANSION JOINT, SS | | | 0079 726-92406 96.000 EACH| 185.00000 17760.00| 296.88000 28500.48| 300.00000 28800.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0080 728-98377 LUMP| 2000.00000 2000.00| 1884.00000 1884.00| 1884.00000 1884.00 MASONRY COATING , STR. NO. 1 | | | 0081 728-98377 LUMP| 2000.00000 2000.00| 1884.00000 1884.00| 1884.00000 1884.00 MASONRY COATING , STR. NO. 2 | | | 0082 728-98377 LUMP| 1250.00000 1250.00| 1104.50000 1104.50| 1104.50000 1104.50 MASONRY COATING , STR. NO. 3 | | | 0083 728-98377 LUMP| 1250.00000 1250.00| 1104.50000 1104.50| 1104.50000 1104.50 MASONRY COATING , STR. NO. 4 | | | 0084 729-51875 100.000 SFT | 18.00000 1800.00| 30.00000 3000.00| 40.00000 4000.00 CONCRETE, A, PATCHING | | | 0085 801-01093 4.000 EACH| 200.00000 800.00| 850.00000 3400.00| 100.00000 400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0086 801-04308 4.000 EACH| 25.00000 100.00| 295.00000 1180.00| 1.00000 4.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06198 180.000 DAY | 156.00000 28080.00| 235.00000 42300.00| 100.00000 18000.00 PATROLLER | | | 0088 801-06207 45100.000 LFT | 0.95000 42845.00| 1.00000 45100.00| 1.00000 45100.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0089 801-06640 53.000 EACH| 50.00000 2650.00| 88.00000 4664.00| 53.00000 2809.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 2.000 EACH| 65.00000 130.00| 100.00000 200.00| 100.00000 200.00 CONSTRUCTION SIGN, B | | | 0091 801-06710 720.000 DAY | 8.00000 5760.00| 9.50000 6840.00| 8.00000 5760.00 FLASHING ARROW SIGN | | | 0092 801-06775 LUMP| 3100.00000 3100.00| 30269.00000 30269.00| 15950.00000 15950.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04a PAGE : 760 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,160,871.40 ROUTE : I-90 CALL ORDER : 760 CONTRACT ID : BT-27323-A COUNTIES : STEUBEN LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1057237 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 801-07118 84.000 LFT | 5.85000 491.40| 8.75000 735.00| 5.85000 491.40 BARRICADE, III-A | | | 0094 801-07119 76.000 LFT | 7.35000 558.60| 12.10000 919.60| 7.35000 558.60 BARRICADE, III-B | | | 0095 808-06713 13604.000 LFT | 0.08000 1088.32| 0.13000 1768.52| 0.07000 952.28 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0096 808-06714 13604.000 LFT | 0.08000 1088.32| 0.13000 1768.52| 0.07000 952.28 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0097 808-06716 14004.000 LFT | 0.01000 140.04| 0.32000 4481.28| 0.01000 140.04 LINE, REMOVE | | | 0098 808-75076 8744.000 LFT | 0.62000 5421.28| 0.60000 5246.40| 0.62000 5421.28 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 10 IN. | | | 0099 808-75247 2252.000 LFT | 0.01000 22.52| 0.35000 788.20| 0.01000 22.52 LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | | IN. | | | 0100 808-75996 16.000 EACH| 12.71000 203.36| 22.00000 352.00| 20.00000 320.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0101 808-75998 16.000 EACH| 31.25000 500.00| 32.00000 512.00| 31.25000 500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0102 808-96075 3402.000 LFT | 1.15000 3912.30| 1.15000 3912.30| 1.15000 3912.30 LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0103 619-51859 LUMP| 4555.00000 4555.00| 8635.00000 8635.00| 8995.50000 8995.50 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0104 619-51859 LUMP| 4555.00000 4555.00| 8635.00000 8635.00| 8995.50000 8995.50 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0105 619-51859 LUMP| 4555.00000 4555.00| 7569.00000 7569.00| 8013.00000 8013.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0106 619-51859 LUMP| 4555.00000 4555.00| 7569.00000 7569.00| 8013.00000 8013.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | SECTION TOTALS | $ 2,945,568.53| $ 3,113,005.09| $ 3,117,951.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,945,568.53| $ 3,113,005.09| $ 3,117,951.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 770 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,882,003.82 ROUTE : I-90 CALL ORDER : 770 CONTRACT ID : BT-27452-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 08/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,119,983.63 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,192,095.57 106.4386% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,339,475.35 119.5977% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 1,418,158.40 126.6231% 5 35-1068009 DYER CONSTRUCTION CO $ 1,447,384.08 129.2326% 6 35-1489621 HRP CONSTRUCTION, INC. $ 1,458,114.50 130.1906% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|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 BRIDGE REMOVAL | | | 0001 105-04655 3.000 MOS | 268.27000 804.81| 150.00000 450.00| 400.00000 1200.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | CELL PHONES | | | 0002 105-06845 LUMP| 5130.84000 5130.84| 7800.00000 7800.00| 9800.00000 9800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 57600.00000 57600.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-05821 20.000 STA | 500.00000 10000.00| 595.00000 11900.00| 1300.00000 26000.00 CLEARING AND GRUBBING | | | 0005 202-02240 1030.000 SYS | 11.51000 11855.30| 9.00000 9270.00| 13.00000 13390.00 PAVEMENT REMOVAL | | | 0006 202-02241 4556.000 LFT | 2.50000 11390.00| 2.50000 11390.00| 3.00000 13668.00 GUARDRAIL, REMOVE | | | 0007 202-02250 8.000 EACH| 500.00000 4000.00| 50.00000 400.00| 350.00000 2800.00 TREE, 10 IN., REMOVE | | | 0008 202-02271 2.000 EACH| 123.42000 246.84| 155.00000 310.00| 132.00000 264.00 HEADWALL, REMOVE | | | 0009 202-02286 2.000 EACH| 20000.00000 40000.00| 26550.00000 53100.00| 76000.00000 152000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-02772 2.000 EACH| 40.73000 81.46| 52.00000 104.00| 132.00000 264.00 CASTING, REMOVE | | | 0011 202-02928 2.000 EACH| 82.67000 165.34| 310.00000 620.00| 468.00000 936.00 CATCH BASIN, REMOVE | | | 0012 202-93898 1.000 EACH| 500.00000 500.00| 75.00000 75.00| 500.00000 500.00 TREE, 12 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 770 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,882,003.82 ROUTE : I-90 CALL ORDER : 770 CONTRACT ID : BT-27452-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-96133 148.000 LFT | 4.57000 676.36| 7.75000 1147.00| 12.00000 1776.00 PIPE, REMOVE | | | 0014 202-99187 4486.000 LFT | 1.56000 6998.16| 1.60000 7177.60| 1.00000 4486.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 560.000 CYS | 10.42000 5835.20| 3.00000 1680.00| 13.00000 7280.00 EXCAVATION, COMMON | | | 0016 203-02020 1212.000 CYS | 6.44000 7805.28| 2.25000 2727.00| 10.50000 12726.00 EXCAVATION, UNCLASSIFIED | | | 0017 203-02070 4530.000 CYS | 12.00000 54360.00| 8.99000 40724.70| 11.00000 49830.00 BORROW | | | 0018 205-02229 14.000 LFT | 80.00000 1120.00| 80.00000 1120.00| 80.00000 1120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02236 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02459 LUMP| 1093.78000 1093.78| 250.00000 250.00| 2500.00000 2500.00 EROSION CONTROL | | | 0021 205-06789 800.000 LFT | 2.08000 1664.00| 2.08000 1664.00| 2.08000 1664.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | 0022 210-05873 LUMP| 9000.00000 9000.00| 6532.00000 6532.00| 9032.00000 9032.00 TESTING MATERIAL AND COMPACTION TESTING | | | 0023 210-06369 3635.000 LFT | 0.01000 36.35| 0.37000 1344.95| 2.00000 7270.00 SAW CUT PAVEMENT | | | 0024 211-02050 17039.000 CYS | 12.00000 204468.00| 8.99000 153180.61| 11.00000 187429.00 B BORROW | | | 0025 211-02060 261.000 CYS | 12.00000 3132.00| 18.95000 4945.95| 19.00000 4959.00 B BORROW FOR STRUCTURE BACKFILL (CLEAN | | | SAND FILL) | | | 0026 301-07448 633.000 TON | 15.08000 9545.64| 14.15000 8956.95| 16.25000 10286.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-04437 71.000 CYS | 43.27000 3072.17| 27.50000 1952.50| 41.75000 2964.25 COMPACTED AGGREGATE FILL, BANK RUN | | | 0028 303-04853 1005.000 TON | 15.08000 15155.40| 14.15000 14220.75| 16.35000 16431.75 COMPACTED AGGREGATE FOR SHOULDER, 53 | | | 0029 306-08043 4010.000 SYS | 1.50000 6015.00| 1.70000 6817.00| 2.10000 8421.00 MILLING, TRANSITION | | | 0035 401-05467 8650.000 LFT | 0.50000 4325.00| 0.59000 5103.50| 0.34000 2941.00 MILLED HMA CORRUGATIONS | | | 0036 401-07430 383.500 TON | 38.50000 14764.75| 38.50000 14764.75| 38.50000 14764.75 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 | | | mm , MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 770 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,882,003.82 ROUTE : I-90 CALL ORDER : 770 CONTRACT ID : BT-27452-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 405-05518 5140.000 SYS | 0.20000 1028.00| 0.20000 1028.00| 0.20000 1028.00 ASPHALT FOR PRIME COAT | | | 0038 406-05521 7328.000 SYS | 0.20000 1465.60| 0.20000 1465.60| 0.20000 1465.60 ASPHALT FOR TACK COAT | | | 0039 601-03463 2.000 EACH| 30.00000 60.00| 30.00000 60.00| 34.00000 68.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION, LABOR ONLY | | | 0040 601-94689 2.000 EACH| 2300.00000 4600.00| 2300.00000 4600.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 4325.000 LFT | 12.00000 51900.00| 12.00000 51900.00| 13.00000 56225.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 603-01932 4320.000 LFT | 14.30000 61776.00| 14.30000 61776.00| 14.30000 61776.00 FENCE, CHAIN LINK, 96 IN. | | | 0043 621-02770 3495.000 SYS | 1.62000 5661.90| 1.62000 5661.90| 1.62000 5661.90 EROSION CONTROL BLANKET | | | 0044 621-06545 0.300 TON | 100.00000 30.00| 100.00000 30.00| 100.00000 30.00 FERTILIZER | | | 0045 621-06570 291.000 CYS | 20.10000 5849.10| 2.00000 582.00| 15.75000 4583.25 TOP SOIL | | | 0046 621-06574 1603.000 SYS | 4.38000 7021.14| 4.38000 7021.14| 4.40000 7053.20 SODDING | | | 0047 702-51005 215.000 CYS | 211.89000 45556.35| 550.13000 118277.95| 340.00000 73100.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 703-51030 24620.000 LBS | 0.82000 20188.40| 0.70000 17234.00| 0.85000 20927.00 REINFORCING STEEL | | | 0049 714-02930 2.000 EACH| 3164.89000 6329.78| 3300.00000 6600.00| 2050.00000 4100.00 HEADWALL , PRECAST CONCRETE, TEXTURED | | | ASHLAR MOTIF | | | 0050 722-01807 1020.000 SYS | 13.00000 13260.00| 16.89000 17227.80| 19.25000 19635.00 MEMBRANE WATERPROOFING | | | 0051 723-06660 83.000 SYS | 191.51000 15895.33| 425.00000 35275.00| 425.00000 35275.00 WINGWALL , PRECAST CONCRETE, TEXTURED | | | ASHLAR MOTIF | | | 0052 723-08128 216.000 LFT | 800.00000 172800.00| 952.00000 205632.00| 800.00000 172800.00 STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | X 132 IN. | | | 0053 801-01093 8.000 EACH| 360.00000 2880.00| 900.00000 7200.00| 360.00000 2880.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0054 801-06198 60.000 DAY | 500.00000 30000.00| 300.00000 18000.00| 840.00000 50400.00 PATROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 770 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,882,003.82 ROUTE : I-90 CALL ORDER : 770 CONTRACT ID : BT-27452-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06203 8800.000 LFT | 0.20000 1760.00| 0.21000 1848.00| 0.20000 1760.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0056 801-06640 48.000 EACH| 90.00000 4320.00| 95.00000 4560.00| 90.00000 4320.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 35.00000 140.00| 50.00000 200.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0058 801-06646 1780.000 LFT | 20.12000 35813.60| 10.51000 18707.80| 10.00000 17800.00 TEMPORARY CONCRETE BARRIER | | | 0059 801-06710 240.000 DAY | 11.00000 2640.00| 15.00000 3600.00| 11.00000 2640.00 FLASHING ARROW SIGN | | | 0060 801-06775 LUMP| 7491.15000 7491.15| 37500.00000 37500.00| 21200.00000 21200.00 MAINTAINING TRAFFIC | | | 0061 801-07118 72.000 LFT | 7.90000 568.80| 9.50000 684.00| 8.00000 576.00 BARRICADE, III-A | | | 0062 801-07119 216.000 LFT | 7.90000 1706.40| 11.37000 2455.92| 8.00000 1728.00 BARRICADE, III-B | | | 0063 801-09133 2.000 EACH| 6100.00000 12200.00| 5700.00000 11400.00| 6100.00000 12200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0064 808-06711 733.000 LFT | 0.20000 146.60| 0.40000 293.20| 0.20000 146.60 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0065 808-06713 733.000 LFT | 0.20000 146.60| 0.40000 293.20| 0.20000 146.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0066 808-06714 733.000 LFT | 0.20000 146.60| 0.40000 293.20| 0.20000 146.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0067 401-07410 1984.100 TON | 34.00000 67459.40| 34.00000 67459.40| 34.00000 67459.40 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0068 401-07405 263.600 TON | 37.00000 9753.20| 37.00000 9753.20| 37.00000 9753.20 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0069 401-07337 1151.200 TON | 40.00000 46048.00| 40.00000 46048.00| 40.00000 46048.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | SECTION TOTALS | $ 1,119,983.63| $ 1,192,095.57| $ 1,339,475.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,119,983.63| $ 1,192,095.57| $ 1,339,475.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 770 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,882,003.82 ROUTE : I-90 CALL ORDER : 770 CONTRACT ID : BT-27452-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1068009 |(6) 35-1489621 |LAPORTE CONSTRUCTION CO |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-04655 3.000 MOS | 700.00000 2100.00| 2675.43000 8026.29| 4000.00000 12000.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | CELL PHONES | | | 0002 105-06845 LUMP| 1265.33000 1265.33| 25521.00000 25521.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70009.33000 70009.33| 74865.00000 74865.00| 58320.00000 58320.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-05821 20.000 STA | 898.17000 17963.40| 294.30000 5886.00| 1600.00000 32000.00 CLEARING AND GRUBBING | | | 0005 202-02240 1030.000 SYS | 9.15000 9424.50| 4.85000 4995.50| 10.00000 10300.00 PAVEMENT REMOVAL | | | 0006 202-02241 4556.000 LFT | 2.00000 9112.00| 2.68000 12210.08| 2.00000 9112.00 GUARDRAIL, REMOVE | | | 0007 202-02250 8.000 EACH| 175.00000 1400.00| 535.10000 4280.80| 135.00000 1080.00 TREE, 10 IN., REMOVE | | | 0008 202-02271 2.000 EACH| 232.70000 465.40| 695.64000 1391.28| 450.00000 900.00 HEADWALL, REMOVE | | | 0009 202-02286 2.000 EACH| 55501.00000 111002.00| 61160.00000 122320.00| 40000.00000 80000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-02772 2.000 EACH| 232.70000 465.40| 57.24000 114.48| 167.00000 334.00 CASTING, REMOVE | | | 0011 202-02928 2.000 EACH| 232.70000 465.40| 329.85000 659.70| 500.00000 1000.00 CATCH BASIN, REMOVE | | | 0012 202-93898 1.000 EACH| 400.00000 400.00| 802.63000 802.63| 350.00000 350.00 TREE, 12 IN., REMOVE | | | 0013 202-96133 148.000 LFT | 15.97000 2363.56| 52.00000 7696.00| 25.00000 3700.00 PIPE, REMOVE | | | 0014 202-99187 4486.000 LFT | 1.45000 6504.70| 1.71000 7671.06| 2.00000 8972.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 560.000 CYS | 25.91000 14509.60| 7.87000 4407.20| 18.00000 10080.00 EXCAVATION, COMMON | | | 0016 203-02020 1212.000 CYS | 8.07000 9780.84| 7.43000 9005.16| 19.00000 23028.00 EXCAVATION, UNCLASSIFIED | | | 0017 203-02070 4530.000 CYS | 16.17000 73250.10| 13.99000 63374.70| 14.00000 63420.00 BORROW | | | 0018 205-02229 14.000 LFT | 80.00000 1120.00| 85.61000 1198.54| 4.00000 56.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02236 1.000 EACH| 100.00000 100.00| 107.02000 107.02| 75.00000 75.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 770 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,882,003.82 ROUTE : I-90 CALL ORDER : 770 CONTRACT ID : BT-27452-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1068009 |(6) 35-1489621 |LAPORTE CONSTRUCTION CO |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02459 LUMP| 3000.00000 3000.00| 1605.26000 1605.26| 2000.00000 2000.00 EROSION CONTROL | | | 0021 205-06789 800.000 LFT | 2.08000 1664.00| 3.21000 2568.00| 1.00000 800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SILT FENCE DITCH CHECK | | | 0022 210-05873 LUMP| 5323.00000 5323.00| 16053.00000 16053.00| 12500.00000 12500.00 TESTING MATERIAL AND COMPACTION TESTING | | | 0023 210-06369 3635.000 LFT | 0.85000 3089.75| 0.41000 1490.35| 2.00000 7270.00 SAW CUT PAVEMENT | | | 0024 211-02050 17039.000 CYS | 16.17000 275520.63| 17.00000 289663.00| 9.00000 153351.00 B BORROW | | | 0025 211-02060 261.000 CYS | 19.03000 4966.83| 23.80000 6211.80| 13.00000 3393.00 B BORROW FOR STRUCTURE BACKFILL (CLEAN | | | SAND FILL) | | | 0026 301-07448 633.000 TON | 18.38000 11634.54| 14.63000 9260.79| 15.00000 9495.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-04437 71.000 CYS | 20.72000 1471.12| 39.44000 2800.24| 15.00000 1065.00 COMPACTED AGGREGATE FILL, BANK RUN | | | 0028 303-04853 1005.000 TON | 18.38000 18471.90| 18.19000 18280.95| 18.00000 18090.00 COMPACTED AGGREGATE FOR SHOULDER, 53 | | | 0029 306-08043 4010.000 SYS | 3.19000 12791.90| 1.86000 7458.60| 1.00000 4010.00 MILLING, TRANSITION | | | 0035 401-05467 8650.000 LFT | 0.20000 1730.00| 0.21000 1816.50| 0.50000 4325.00 MILLED HMA CORRUGATIONS | | | 0036 401-07430 383.500 TON | 38.50000 14764.75| 41.20000 15800.20| 40.00000 15340.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 | | | mm , MAINLINE | | | 0037 405-05518 5140.000 SYS | 0.20000 1028.00| 0.21000 1079.40| 0.30000 1542.00 ASPHALT FOR PRIME COAT | | | 0038 406-05521 7328.000 SYS | 0.20000 1465.60| 0.21000 1538.88| 0.25000 1832.00 ASPHALT FOR TACK COAT | | | 0039 601-03463 2.000 EACH| 18.00000 36.00| 32.11000 64.22| 18.00000 36.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION, LABOR ONLY | | | 0040 601-94689 2.000 EACH| 1925.00000 3850.00| 2461.40000 4922.80| 1925.00000 3850.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 4325.000 LFT | 11.20000 48440.00| 12.84000 55533.00| 12.00000 51900.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 603-01932 4320.000 LFT | 19.10000 82512.00| 15.30000 66096.00| 14.00000 60480.00 FENCE, CHAIN LINK, 96 IN. | | | 0043 621-02770 3495.000 SYS | 1.62000 5661.90| 1.95000 6815.25| 2.00000 6990.00 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 770 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,882,003.82 ROUTE : I-90 CALL ORDER : 770 CONTRACT ID : BT-27452-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1068009 |(6) 35-1489621 |LAPORTE CONSTRUCTION CO |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 621-06545 0.300 TON | 100.00000 30.00| 107.03000 32.11| 300.00000 90.00 FERTILIZER | | | 0045 621-06570 291.000 CYS | 36.45000 10606.95| 6.62000 1926.42| 22.00000 6402.00 TOP SOIL | | | 0046 621-06574 1603.000 SYS | 4.38000 7021.14| 4.69000 7518.07| 4.00000 6412.00 SODDING | | | 0047 702-51005 215.000 CYS | 418.63000 90005.45| 226.58000 48714.70| 328.00000 70520.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 703-51030 24620.000 LBS | 0.76000 18711.20| 0.75000 18465.00| 1.50000 36930.00 REINFORCING STEEL | | | 0049 714-02930 2.000 EACH| 4853.33000 9706.66| 2509.27000 5018.54| 11000.00000 22000.00 HEADWALL , PRECAST CONCRETE, TEXTURED | | | ASHLAR MOTIF | | | 0050 722-01807 1020.000 SYS | 12.36000 12607.20| 20.62000 21032.40| 15.00000 15300.00 MEMBRANE WATERPROOFING | | | 0051 723-06660 83.000 SYS | 562.57000 46693.31| 449.44000 37303.52| 875.00000 72625.00 WINGWALL , PRECAST CONCRETE, TEXTURED | | | ASHLAR MOTIF | | | 0052 723-08128 216.000 LFT | 763.23000 164857.68| 778.99000 168261.84| 1200.00000 259200.00 STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | X 132 IN. | | | 0053 801-01093 8.000 EACH| 360.00000 2880.00| 963.16000 7705.28| 360.00000 2880.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0054 801-06198 60.000 DAY | 584.00000 35040.00| 898.95000 53937.00| 400.00000 24000.00 PATROLLER | | | 0055 801-06203 8800.000 LFT | 0.20000 1760.00| 0.22000 1936.00| 0.20000 1760.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0056 801-06640 48.000 EACH| 90.00000 4320.00| 101.67000 4880.16| 90.00000 4320.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 35.00000 140.00| 53.51000 214.04| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0058 801-06646 1780.000 LFT | 17.88000 31826.40| 26.31000 46831.80| 49.00000 87220.00 TEMPORARY CONCRETE BARRIER | | | 0059 801-06710 240.000 DAY | 11.00000 2640.00| 16.04000 3849.60| 11.00000 2640.00 FLASHING ARROW SIGN | | | 0060 801-06775 LUMP| 12013.33000 12013.33| 7850.12000 7850.12| 15600.00000 15600.00 MAINTAINING TRAFFIC | | | 0061 801-07118 72.000 LFT | 7.90000 568.80| 10.16000 731.52| 8.00000 576.00 BARRICADE, III-A | | | 0062 801-07119 216.000 LFT | 7.90000 1706.40| 12.16000 2626.56| 8.00000 1728.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 770 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,882,003.82 ROUTE : I-90 CALL ORDER : 770 CONTRACT ID : BT-27452-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1068009 |(6) 35-1489621 |LAPORTE CONSTRUCTION CO |DYER CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 801-09133 2.000 EACH| 6100.00000 12200.00| 6096.14000 12192.28| 6100.00000 12200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0064 808-06711 733.000 LFT | 0.20000 146.60| 0.43000 315.19| 1.00000 733.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0065 808-06713 733.000 LFT | 0.20000 146.60| 0.43000 315.19| 1.00000 733.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0066 808-06714 733.000 LFT | 0.20000 146.60| 0.43000 315.19| 1.00000 733.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0067 401-07410 1984.100 TON | 34.00000 67459.40| 36.36000 72141.88| 35.00000 69443.50 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0068 401-07405 263.600 TON | 37.00000 9753.20| 39.57000 10430.65| 37.50000 9885.00 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0069 401-07337 1151.200 TON | 40.00000 46048.00| 42.78000 49248.34| 40.00000 46048.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | SECTION TOTALS | $ 1,418,158.40| $ 1,447,384.08| $ 1,458,114.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,418,158.40| $ 1,447,384.08| $ 1,458,114.50 ====================================================================================================================================