INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,396,800.00 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 5,795,683.67 107.3911% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 6,251,249.30 115.8325% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 6,493,517.11 120.3216% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 6,748,967.00 125.0550% 6 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 7,852,693.69 145.5065% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC 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 | 28500.00000 28500.00| 33500.00000 33500.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1525.00000 27450.00| 1292.00000 23256.00| 1500.00000 27000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 268500.00000 268500.00| 288534.00000 288534.00| 310000.00000 310000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 164000.00000 164000.00| 79928.00000 79928.00| 150000.00000 150000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 8032.000 m2 | 1.00000 8032.00| 4.76000 38232.32| 10.00000 80320.00 PAVEMENT REMOVAL | | | 0008 202-02241 168.000 m | 11.40000 1915.20| 11.25000 1890.00| 11.25000 1890.00 GUARDRAIL, REMOVE | | | 0009 202-02273 868.000 m2 | 6.20000 5381.60| 5.08000 4409.44| 10.00000 8680.00 CENTER CURB, CONCRETE, REMOVE | | | 0010 202-51330 LUMP | 380000.00000 380000.00| 165640.00000 165640.00| 165000.00000 165000.00 PRESENT STRUCTURE, REMOVE | | | 0011 202-78515 LUMP | 1830.00000 1830.00| 1800.00000 1800.00| 1800.00000 1800.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02000 4623.000 m3 | 18.75000 86681.25| 11.80000 54551.40| 9.00000 41607.00 EXCAVATION, COMMON | | | 0013 203-02070 35355.000 m3 | 7.25000 256323.75| 8.01000 283193.55| 16.00000 565680.00 BORROW | | | 0014 203-51223 2950.000 m3 | 10.00000 29500.00| 12.07000 35606.50| 20.00000 59000.00 EXCAVATION, WATERWAY | | | 0015 205-06931 26.440 Mg | 40.00000 1057.60| 36.19000 956.86| 35.00000 925.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 1.000 EACH | 56.00000 56.00| 55.00000 55.00| 130.00000 130.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1035.000 m | 5.75000 5951.25| 4.13000 4274.55| 4.25000 4398.75 TEMPORARY SILT FENCE | | | 0018 206-51220 2864.000 m3 | 10.00000 28640.00| 25.90000 74177.60| 135.00000 386640.00 EXCAVATION, WET | | | 0019 206-51225 531.000 m3 | 10.00000 5310.00| 8.16000 4332.96| 12.00000 6372.00 EXCAVATION, DRY | | | 0020 206-51230 185.000 m3 | 10.00000 1850.00| 32.21000 5958.85| 15.00000 2775.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0021 207-08263 19691.000 m2 | 3.90000 76794.90| 4.35000 85655.85| 5.00000 98455.00 SUBGRADE TREATMENT, TYPE IA | | | 0022 211-06467 98.000 m3 | 65.00000 6370.00| 41.32000 4049.36| 40.00000 3920.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 211-07454 1445.000 m3 | 14.00000 20230.00| 13.49000 19493.05| 22.00000 31790.00 STRUCTURE BACKFILL | | | 0024 301-07448 2240.000 Mg | 17.75000 39760.00| 14.84000 33241.60| 18.00000 40320.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 78.000 m3 | 50.00000 3900.00| 53.90000 4204.20| 40.00000 3120.00 DENSE GRADED SUBBASE | | | 0026 303-07449 432.000 Mg | 17.00000 7344.00| 17.41000 7521.12| 20.00000 8640.00 COMPACTED AGGREGATE, NO. 73 | | | 0027 306-08033 588.000 m2 | 4.00000 2352.00| 4.25000 2499.00| 9.00000 5292.00 MILLING, ASPHALT, 25 mm | | | 0028 401-06264 LUMP | 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 PROFILOGRAPH, HMA | | | 0029 401-07328 1217.000 Mg | 59.50000 72411.50| 59.50000 72411.50| 60.00000 73020.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0030 401-07398 1949.000 Mg | 44.75000 87217.75| 44.75000 87217.75| 45.00000 87705.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07424 9983.000 Mg | 41.75000 416790.25| 41.75000 416790.25| 42.00000 419286.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 402-07441 788.000 Mg | 44.00000 34672.00| 44.00000 34672.00| 44.50000 35066.00 HMA BASE, TYPE B | | | 0033 402-07453 1158.000 Mg | 44.75000 51820.50| 44.75000 51820.50| 47.50000 55005.00 HMA FOR TEMPORARY PAVEMENT | | | 0034 404-05511 2916.000 m2 | 2.00000 5832.00| 2.00000 5832.00| 2.00000 5832.00 SEAL COAT, 2 | | | 0035 406-05520 10.880 Mg | 195.00000 2121.60| 195.00000 2121.60| 200.00000 2176.00 ASPHALT FOR TACK COAT | | | 0036 601-01522 4.000 EACH | 1700.00000 6800.00| 1665.00000 6660.00| 1675.00000 6700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-94689 4.000 EACH | 2470.00000 9880.00| 2025.00000 8100.00| 2050.00000 8200.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 138.700 m | 42.00000 5825.40| 41.00000 5686.70| 41.50000 5756.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 603-97603 1510.000 m | 28.70000 43337.00| 94.00000 141940.00| 29.00000 43790.00 FENCE, CHAIN LINK, 1520 mm | | | 0042 605-06140 83.000 m | 99.50000 8258.50| 60.00000 4980.00| 12.50000 1037.50 CURB AND GUTTER, CONCRETE | | | 0043 605-06240 2768.000 m2 | 41.00000 113488.00| 47.00000 130096.00| 50.00000 138400.00 CENTER CURB, A, CONCRETE | | | 0044 607-06370 489.000 m | 166.50000 81418.50| 150.00000 73350.00| 155.00000 75795.00 PAVED SIDE DITCH, H | | | 0045 609-06259 504.000 m2 | 90.00000 45360.00| 65.51000 33017.04| 70.00000 35280.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0046 611-05330 95.000 m2 | 47.50000 4512.50| 65.00000 6175.00| 37.00000 3515.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0047 615-06505 3.000 EACH | 475.00000 1425.00| 475.00000 1425.00| 500.00000 1500.00 MONUMENT, B | | | 0048 615-06510 2.000 EACH | 420.00000 840.00| 415.00000 830.00| 425.00000 850.00 MONUMENT, C | | | 0049 615-06515 12.000 EACH | 112.50000 1350.00| 110.00000 1320.00| 115.00000 1380.00 MONUMENT, D | | | 0050 616-02320 3082.000 m2 | 2.90000 8937.80| 2.08000 6410.56| 2.25000 6934.50 GEOTEXTILES | | | 0051 616-05688 3026.000 Mg | 24.00000 72624.00| 23.60000 71413.60| 16.00000 48416.00 RIPRAP, CLASS 1 | | | 0052 616-05689 375.000 Mg | 30.00000 11250.00| 24.67000 9251.25| 16.00000 6000.00 RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 616-06405 3000.000 Mg | 19.95000 59850.00| 15.19000 45570.00| 16.00000 48000.00 RIPRAP, REVETMENT | | | 0054 621-01004 3.000 EACH | 503.00000 1509.00| 500.00000 1500.00| 625.00000 1875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02770 14000.000 m2 | 1.62000 22680.00| 1.62000 22680.00| 1.50000 21000.00 EROSION CONTROL BLANKET | | | 0056 621-06545 4.260 Mg | 360.00000 1533.60| 358.32000 1526.44| 550.00000 2343.00 FERTILIZER | | | 0057 621-06554 625.000 kg | 5.00000 3125.00| 4.95000 3093.75| 7.00000 4375.00 SEED MIXTURE, U | | | 0058 621-06557 341.100 kg | 4.70000 1603.17| 4.62000 1575.88| 4.50000 1534.95 SEED MIXTURE, T | | | 0059 621-06565 34.110 Mg | 332.50000 11341.58| 330.76000 11282.22| 425.00000 14496.75 MULCHING MATERIAL | | | 0060 621-06567 10.000 kL | 13.05000 130.50| 13.00000 130.00| 1.00000 10.00 WATER | | | 0061 621-06574 535.000 m2 | 4.00000 2140.00| 3.00000 1605.00| 3.75000 2006.25 SODDING | | | 0062 622-52436 26.000 EACH | 32.00000 832.00| 32.00000 832.00| 32.00000 832.00 SIGN, DO NOT MOW OR SPRAY | | | 0063 622-91786 760.000 EACH | 5.10000 3876.00| 5.00000 3800.00| 7.00000 5320.00 SEEDLING | | | 0064 701-01849 3480.000 m | 87.00000 302760.00| 123.72000 430545.60| 135.00000 469800.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0065 701-06011 4.000 EACH | 1000.00000 4000.00| 3223.73000 12894.92| 750.00000 3000.00 DYNAMIC PILE LOAD TEST | | | 0066 701-06012 4.000 EACH | 500.00000 2000.00| 1608.31000 6433.24| 675.00000 2700.00 TEST PILE, RESTRIKE , 356 mm STEEL | | | ENCASED CONCRETE | | | 0067 701-06027 4.000 EACH | 1000.00000 4000.00| 1608.31000 6433.24| 4000.00000 16000.00 TEST PILE , 356 mm STEEL ENCASED | | | CONCRETE | | | 0068 702-51005 967.000 m3 | 350.00000 338450.00| 348.02000 336535.34| 300.00000 290100.00 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 359.000 m3 | 200.00000 71800.00| 1145.78000 411335.02| 280.00000 100520.00 CONCRETE, B, FOOTINGS | | | 0070 702-51110 584.400 kg | 8.00000 4675.20| 4.88000 2851.87| 5.00000 2922.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 703-51030 83690.000 kg | 1.20000 100428.00| 1.34000 112144.60| 1.45000 121350.50 REINFORCING STEEL | | | 0072 703-51032 235485.000 kg | 1.40000 329679.00| 1.56000 367356.60| 1.65000 388550.25 REINFORCING STEEL, EPOXY COATED | | | 0073 703-97936 2856.000 EACH | 12.75000 36414.00| 9.92000 28331.52| 15.00000 42840.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0074 704-05892 898.000 m3 | 500.00000 449000.00| 497.12000 446413.76| 460.00000 413080.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0075 704-51002 52.000 m3 | 1000.00000 52000.00| 947.51000 49270.52| 850.00000 44200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-06339 338.000 m | 140.00000 47320.00| 139.00000 46982.00| 150.00000 50700.00 RAILING, PF-1 | | | 0077 706-06351 4.000 EACH | 1140.00000 4560.00| 6500.00000 26000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0078 706-51020 52.000 m3 | 535.00000 27820.00| 515.00000 26780.00| 750.00000 39000.00 CONCRETE, C, RAILING | | | 0079 707-06846 1152.900 m | 590.00000 680211.00| 597.30000 688627.17| 625.00000 720562.50 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1067 mm | | | 0080 709-51821 LUMP | 16369.28000 16369.28| 16290.00000 16290.00| 17000.00000 17000.00 SURFACE SEAL | | | 0081 715-05019 117.000 m | 217.00000 25389.00| 233.63000 27334.71| 300.00000 35100.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0082 715-05024 77.000 m | 210.00000 16170.00| 240.99000 18556.23| 290.00000 22330.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0083 715-05128 72.000 m | 295.00000 21240.00| 125.39000 9028.08| 375.00000 27000.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0084 715-05151 9.000 m | 145.00000 1305.00| 233.39000 2100.51| 100.00000 900.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0085 715-05154 7.000 m | 195.00000 1365.00| 339.59000 2377.13| 225.00000 1575.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0086 715-05407 74.000 m | 30.00000 2220.00| 15.97000 1181.78| 30.00000 2220.00 PIPE, END BENT DRAIN, 150 mm | | | 0087 715-06337 2.000 m | 500.00000 1000.00| 505.64000 1011.28| 600.00000 1200.00 PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0088 715-91361 6.400 m | 235.00000 1504.00| 55.29000 353.86| 450.00000 2880.00 PIPE, PVC, 150 mm | | | 0089 720-45040 1.000 EACH | 1700.00000 1700.00| 1827.28000 1827.28| 1750.00000 1750.00 INLET, G7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 720-45045 2.000 EACH | 1400.00000 2800.00| 1443.64000 2887.28| 1350.00000 2700.00 INLET, J10 | | | 0091 720-91973 5.000 EACH | 2660.00000 13300.00| 3565.06000 17825.30| 3250.00000 16250.00 MANHOLE, H4 | | | 0092 721-43035 1.000 EACH | 1600.00000 1600.00| 1657.01000 1657.01| 3500.00000 3500.00 AUTOMATIC DRAINAGE GATE, 900 mm | | | 0093 721-43045 1.000 EACH | 4000.00000 4000.00| 4346.50000 4346.50| 6500.00000 6500.00 AUTOMATIC DRAINAGE GATE, 1200 mm | | | 0094 801-06207 8400.000 m | 2.65000 22260.00| 2.62000 22008.00| 2.65000 22260.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06639 738.000 m | 77.70000 57342.60| 63.50000 46863.00| 75.00000 55350.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0096 801-06640 15.000 EACH | 99.00000 1485.00| 98.00000 1470.00| 110.00000 1650.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 2.000 EACH | 47.00000 94.00| 45.00000 90.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0098 801-06710 150.000 DAY | 15.00000 2250.00| 15.00000 2250.00| 15.00000 2250.00 FLASHING ARROW SIGN | | | 0099 801-07119 21.900 m | 42.50000 930.75| 42.00000 919.80| 44.00000 963.60 BARRICADE, III-B | | | 0100 801-92448 300.000 DAY | 4.05000 1215.00| 4.00000 1200.00| 4.00000 1200.00 CONSTRUCTION SIGNS, MOBILE | | | 0101 802-76025 3.200 m2 | 307.50000 984.00| 306.00000 979.20| 205.00000 656.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0102 802-76035 1.800 m2 | 198.00000 356.40| 192.00000 345.60| 215.00000 387.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0103 802-76045 2.200 m2 | 143.00000 314.60| 142.00000 312.40| 235.00000 517.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0104 802-76055 64.000 m | 14.00000 896.00| 13.80000 883.20| 36.00000 2304.00 SIGN POST, A | | | 0105 802-76065 8.000 m | 13.30000 106.40| 13.20000 105.60| 40.00000 320.00 SIGN POST, B | | | 0106 805-01815 2.000 EACH | 2702.00000 5404.00| 2700.00000 5400.00| 2800.00000 5600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0107 805-01842 4.000 EACH | 805.00000 3220.00| 800.00000 3200.00| 850.00000 3400.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 805-06592 668.000 m | 32.20000 21509.60| 32.00000 21376.00| 33.00000 22044.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0109 805-78100 1.000 EACH | 7320.00000 7320.00| 7300.00000 7300.00| 7500.00000 7500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0110 805-78415 3.000 EACH | 1302.50000 3907.50| 1300.00000 3900.00| 1350.00000 4050.00 SPAN, CATENARY, AND TETHER | | | 0111 805-78420 3.000 EACH | 200.00000 600.00| 198.00000 594.00| 225.00000 675.00 DISCONNECT HANGER | | | 0112 805-78445 1.000 EACH | 555.00000 555.00| 550.00000 550.00| 575.00000 575.00 SIGNAL SERVICE | | | 0113 805-78467 10.000 m | 4.90000 49.00| 4.90000 49.00| 5.00000 50.00 SIGNAL CABLE, 3C 8GA. | | | 0114 805-78470 918.000 m | 0.46000 422.28| 0.45000 413.10| 0.50000 459.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0115 805-78485 50.000 m | 3.80000 190.00| 3.75000 187.50| 4.00000 200.00 SIGNAL CABLE, 5C 14GA. | | | 0116 805-78490 188.000 m | 4.00000 752.00| 3.90000 733.20| 4.00000 752.00 SIGNAL CABLE, 7C 14GA. | | | 0117 805-78510 699.000 m | 2.55000 1782.45| 2.50000 1747.50| 2.75000 1922.25 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0118 805-78746 28.800 m | 56.00000 1612.80| 55.00000 1584.00| 60.00000 1728.00 PREFORMED LOOP DETECTORS | | | 0119 805-78925 1.000 EACH | 910.00000 910.00| 900.00000 900.00| 950.00000 950.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0120 805-81032 2.000 EACH | 3145.00000 6290.00| 3130.00000 6260.00| 3300.00000 6600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0121 805-94295 8.000 EACH | 177.50000 1420.00| 175.00000 1400.00| 185.00000 1480.00 SIGNAL HEAD, RELOCATE | | | 0122 807-04652 1.000 EACH | 553.00000 553.00| 550.00000 550.00| 575.00000 575.00 SERVICE POINT | | | 0123 808-06694 240.000 m | 0.76000 182.40| 0.75000 180.00| 0.75000 180.00 LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0124 808-06711 2000.000 m | 0.38000 760.00| 0.37000 740.00| 0.40000 800.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0125 808-06713 1982.000 m | 0.38000 753.16| 0.37000 733.34| 0.40000 792.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0126 808-06714 2100.000 m | 0.38000 798.00| 0.37000 777.00| 0.40000 840.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 808-75078 44.500 m | 4.35000 193.58| 4.25000 189.13| 4.50000 200.25 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0128 808-75297 25.000 m | 13.60000 340.00| 13.50000 337.50| 14.00000 350.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0129 808-75320 6.000 EACH | 61.05000 366.30| 60.00000 360.00| 63.00000 378.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0130 808-75325 4.000 EACH | 82.00000 328.00| 80.00000 320.00| 84.00000 336.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0131 808-75998 88.000 EACH | 28.50000 2508.00| 28.00000 2464.00| 30.00000 2640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0132 601-07023 2.000 EACH | 9925.00000 19850.00| 9920.00000 19840.00| 10000.00000 20000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0133 805-78230 4.000 EACH | 1051.00000 4204.00| 1050.00000 4200.00| 1100.00000 4400.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0134 805-78205 4.000 EACH | 745.00000 2980.00| 745.00000 2980.00| 800.00000 3200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | SECTION TOTALS | $ 5,396,800.00| $ 5,795,683.67| $ 6,251,249.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,396,800.00| $ 5,795,683.67| $ 6,251,249.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1128289 |( 6 ) 05-0558668 |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROUP 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 | 75000.00000 75000.00| 36400.00000 36400.00| 441450.79000 441450.79 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1500.00000 27000.00| 1750.00000 31500.00| 1046.17000 18831.06 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 320000.00000 320000.00| 335000.00000 335000.00| 392634.68000 392634.68 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 160000.00000 160000.00| 167500.00000 167500.00| 195317.34000 195317.34 CLEARING RIGHT OF WAY | | | 0007 202-02240 8032.000 m2 | 12.75000 102408.00| 6.80000 54617.60| 12.75000 102408.00 PAVEMENT REMOVAL | | | 0008 202-02241 168.000 m | 11.25000 1890.00| 12.20000 2049.60| 11.25000 1890.00 GUARDRAIL, REMOVE | | | 0009 202-02273 868.000 m2 | 18.00000 15624.00| 7.40000 6423.20| 18.00000 15624.00 CENTER CURB, CONCRETE, REMOVE | | | 0010 202-51330 LUMP | 255000.00000 255000.00| 155703.65000 155703.65| 477372.15000 477372.15 PRESENT STRUCTURE, REMOVE | | | 0011 202-78515 LUMP | 1800.00000 1800.00| 1950.00000 1950.00| 1800.00000 1800.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 203-02000 4623.000 m3 | 9.00000 41607.00| 7.35000 33979.05| 9.00000 41607.00 EXCAVATION, COMMON | | | 0013 203-02070 35355.000 m3 | 9.54000 337286.70| 10.50000 371227.50| 9.54000 337286.70 BORROW | | | 0014 203-51223 2950.000 m3 | 19.00000 56050.00| 9.00000 26550.00| 19.00000 56050.00 EXCAVATION, WATERWAY | | | 0015 205-06931 26.440 Mg | 40.00000 1057.60| 55.00000 1454.20| 40.00000 1057.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 1.000 EACH | 125.00000 125.00| 143.00000 143.00| 300.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1035.000 m | 4.10000 4243.50| 5.00000 5175.00| 11.76000 12171.60 TEMPORARY SILT FENCE | | | 0018 206-51220 2864.000 m3 | 175.00000 501200.00| 185.00000 529840.00| 19.82000 56764.48 EXCAVATION, WET | | | 0019 206-51225 531.000 m3 | 25.00000 13275.00| 22.00000 11682.00| 19.82000 10524.42 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1128289 |( 6 ) 05-0558668 |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51230 185.000 m3 | 27.00000 4995.00| 20.00000 3700.00| 19.82000 3666.70 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0021 207-08263 19691.000 m2 | 3.85000 75810.35| 5.50000 108300.50| 3.41000 67146.31 SUBGRADE TREATMENT, TYPE IA | | | 0022 211-06467 98.000 m3 | 50.00000 4900.00| 46.00000 4508.00| 58.75000 5757.50 AGGREGATE FOR END BENT BACKFILL | | | 0023 211-07454 1445.000 m3 | 23.00000 33235.00| 29.00000 41905.00| 23.00000 33235.00 STRUCTURE BACKFILL | | | 0024 301-07448 2240.000 Mg | 16.00000 35840.00| 19.00000 42560.00| 12.98000 29075.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 78.000 m3 | 55.00000 4290.00| 41.00000 3198.00| 73.94000 5767.32 DENSE GRADED SUBBASE | | | 0026 303-07449 432.000 Mg | 18.00000 7776.00| 22.00000 9504.00| 27.71000 11970.72 COMPACTED AGGREGATE, NO. 73 | | | 0027 306-08033 588.000 m2 | 8.00000 4704.00| 7.00000 4116.00| 6.40000 3763.20 MILLING, ASPHALT, 25 mm | | | 0028 401-06264 LUMP | 1200.00000 1200.00| 1300.00000 1300.00| 1200.00000 1200.00 PROFILOGRAPH, HMA | | | 0029 401-07328 1217.000 Mg | 59.50000 72411.50| 65.00000 79105.00| 59.50000 72411.50 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0030 401-07398 1949.000 Mg | 44.75000 87217.75| 49.00000 95501.00| 44.75000 87217.75 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07424 9983.000 Mg | 41.75000 416790.25| 45.00000 449235.00| 41.75000 416790.25 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0032 402-07441 788.000 Mg | 44.00000 34672.00| 48.00000 37824.00| 44.00000 34672.00 HMA BASE, TYPE B | | | 0033 402-07453 1158.000 Mg | 44.75000 51820.50| 49.00000 56742.00| 44.75000 51820.50 HMA FOR TEMPORARY PAVEMENT | | | 0034 404-05511 2916.000 m2 | 2.00000 5832.00| 2.20000 6415.20| 2.00000 5832.00 SEAL COAT, 2 | | | 0035 406-05520 10.880 Mg | 195.00000 2121.60| 210.00000 2284.80| 195.00000 2121.60 ASPHALT FOR TACK COAT | | | 0036 601-01522 4.000 EACH | 1665.00000 6660.00| 1800.00000 7200.00| 1665.00000 6660.00 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-94689 4.000 EACH | 2025.00000 8100.00| 2200.00000 8800.00| 2025.00000 8100.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 138.700 m | 41.00000 5686.70| 44.00000 6102.80| 41.00000 5686.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 603-97603 1510.000 m | 28.65000 43261.50| 31.00000 46810.00| 28.65000 43261.50 FENCE, CHAIN LINK, 1520 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1128289 |( 6 ) 05-0558668 |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 605-06140 83.000 m | 60.00000 4980.00| 50.00000 4150.00| 55.94000 4643.02 CURB AND GUTTER, CONCRETE | | | 0043 605-06240 2768.000 m2 | 47.00000 130096.00| 44.00000 121792.00| 40.48000 112048.64 CENTER CURB, A, CONCRETE | | | 0044 607-06370 489.000 m | 150.00000 73350.00| 290.00000 141810.00| 165.61000 80983.29 PAVED SIDE DITCH, H | | | 0045 609-06259 504.000 m2 | 65.00000 32760.00| 58.00000 29232.00| 52.36000 26389.44 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0046 611-05330 95.000 m2 | 65.00000 6175.00| 48.00000 4560.00| 53.15000 5049.25 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0047 615-06505 3.000 EACH | 475.00000 1425.00| 515.00000 1545.00| 475.00000 1425.00 MONUMENT, B | | | 0048 615-06510 2.000 EACH | 415.00000 830.00| 450.00000 900.00| 415.00000 830.00 MONUMENT, C | | | 0049 615-06515 12.000 EACH | 110.00000 1320.00| 120.00000 1440.00| 110.00000 1320.00 MONUMENT, D | | | 0050 616-02320 3082.000 m2 | 2.50000 7705.00| 2.00000 6164.00| 2.75000 8475.50 GEOTEXTILES | | | 0051 616-05688 3026.000 Mg | 27.00000 81702.00| 30.00000 90780.00| 30.00000 90780.00 RIPRAP, CLASS 1 | | | 0052 616-05689 375.000 Mg | 22.00000 8250.00| 45.00000 16875.00| 30.00000 11250.00 RIPRAP, CLASS 2 | | | 0053 616-06405 3000.000 Mg | 17.00000 51000.00| 20.00000 60000.00| 27.00000 81000.00 RIPRAP, REVETMENT | | | 0054 621-01004 3.000 EACH | 615.00000 1845.00| 600.00000 1800.00| 500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02770 14000.000 m2 | 1.44000 20160.00| 1.65000 23100.00| 1.62000 22680.00 EROSION CONTROL BLANKET | | | 0056 621-06545 4.260 Mg | 540.00000 2300.40| 430.00000 1831.80| 358.32000 1526.44 FERTILIZER | | | 0057 621-06554 625.000 kg | 6.70000 4187.50| 5.00000 3125.00| 4.95000 3093.75 SEED MIXTURE, U | | | 0058 621-06557 341.100 kg | 4.40000 1500.84| 4.00000 1364.40| 4.62000 1575.88 SEED MIXTURE, T | | | 0059 621-06565 34.110 Mg | 410.00000 13985.10| 565.00000 19272.15| 330.76000 11282.22 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1128289 |( 6 ) 05-0558668 |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 621-06567 10.000 kL | 1.00000 10.00| 1.00000 10.00| 13.00000 130.00 WATER | | | 0061 621-06574 535.000 m2 | 3.70000 1979.50| 8.00000 4280.00| 3.00000 1605.00 SODDING | | | 0062 622-52436 26.000 EACH | 31.00000 806.00| 40.00000 1040.00| 32.00000 832.00 SIGN, DO NOT MOW OR SPRAY | | | 0063 622-91786 760.000 EACH | 6.80000 5168.00| 11.00000 8360.00| 5.00000 3800.00 SEEDLING | | | 0064 701-01849 3480.000 m | 70.00000 243600.00| 90.00000 313200.00| 40.76000 141844.80 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0065 701-06011 4.000 EACH | 1500.00000 6000.00| 3000.00000 12000.00| 944.01000 3776.04 DYNAMIC PILE LOAD TEST | | | 0066 701-06012 4.000 EACH | 250.00000 1000.00| 1500.00000 6000.00| 944.01000 3776.04 TEST PILE, RESTRIKE , 356 mm STEEL | | | ENCASED CONCRETE | | | 0067 701-06027 4.000 EACH | 3000.00000 12000.00| 4400.00000 17600.00| 1932.13000 7728.52 TEST PILE , 356 mm STEEL ENCASED | | | CONCRETE | | | 0068 702-51005 967.000 m3 | 600.00000 580200.00| 600.00000 580200.00| 384.44000 371753.48 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 359.000 m3 | 400.00000 143600.00| 600.00000 215400.00| 4337.51000 1557166.09 CONCRETE, B, FOOTINGS | | | 0070 702-51110 584.400 kg | 5.00000 2922.00| 5.00000 2922.00| 3.87000 2261.63 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0071 703-51030 83690.000 kg | 1.30000 108797.00| 1.45000 121350.50| 1.37000 114655.30 REINFORCING STEEL | | | 0072 703-51032 235485.000 kg | 1.45000 341453.25| 1.65000 388550.25| 1.56000 367356.60 REINFORCING STEEL, EPOXY COATED | | | 0073 703-97936 2856.000 EACH | 12.00000 34272.00| 14.00000 39984.00| 13.69000 39098.64 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0074 704-05892 898.000 m3 | 475.00000 426550.00| 510.00000 457980.00| 477.94000 429190.12 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0075 704-51002 52.000 m3 | 750.00000 39000.00| 740.00000 38480.00| 702.52000 36531.04 CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-06339 338.000 m | 139.00000 46982.00| 150.00000 50700.00| 139.00000 46982.00 RAILING, PF-1 | | | 0077 706-06351 4.000 EACH | 1200.00000 4800.00| 2000.00000 8000.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1128289 |( 6 ) 05-0558668 |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 706-51020 52.000 m3 | 550.00000 28600.00| 575.00000 29900.00| 531.05000 27614.60 CONCRETE, C, RAILING | | | 0079 707-06846 1152.900 m | 825.00000 951142.50| 690.00000 795501.00| 792.91000 914145.94 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1067 mm | | | 0080 709-51821 LUMP | 16290.00000 16290.00| 17675.00000 17675.00| 17365.01000 17365.01 SURFACE SEAL | | | 0081 715-05019 117.000 m | 125.00000 14625.00| 253.00000 29601.00| 125.00000 14625.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0082 715-05024 77.000 m | 130.00000 10010.00| 242.00000 18634.00| 130.00000 10010.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0083 715-05128 72.000 m | 135.00000 9720.00| 290.00000 20880.00| 135.00000 9720.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0084 715-05151 9.000 m | 100.00000 900.00| 126.00000 1134.00| 100.00000 900.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0085 715-05154 7.000 m | 120.00000 840.00| 156.00000 1092.00| 120.00000 840.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0086 715-05407 74.000 m | 15.00000 1110.00| 19.00000 1406.00| 21.29000 1575.46 PIPE, END BENT DRAIN, 150 mm | | | 0087 715-06337 2.000 m | 150.00000 300.00| 360.00000 720.00| 150.00000 300.00 PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0088 715-91361 6.400 m | 25.00000 160.00| 148.00000 947.20| 121.18000 775.55 PIPE, PVC, 150 mm | | | 0089 720-45040 1.000 EACH | 2150.00000 2150.00| 2100.00000 2100.00| 2150.00000 2150.00 INLET, G7 | | | 0090 720-45045 2.000 EACH | 900.00000 1800.00| 1325.00000 2650.00| 900.00000 1800.00 INLET, J10 | | | 0091 720-91973 5.000 EACH | 3000.00000 15000.00| 2260.00000 11300.00| 3000.00000 15000.00 MANHOLE, H4 | | | 0092 721-43035 1.000 EACH | 1779.00000 1779.00| 2600.00000 2600.00| 3213.79000 3213.79 AUTOMATIC DRAINAGE GATE, 900 mm | | | 0093 721-43045 1.000 EACH | 3997.00000 3997.00| 5000.00000 5000.00| 5710.33000 5710.33 AUTOMATIC DRAINAGE GATE, 1200 mm | | | 0094 801-06207 8400.000 m | 2.62000 22008.00| 3.00000 25200.00| 2.62000 22008.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 801-06639 738.000 m | 70.00000 51660.00| 128.00000 94464.00| 62.78000 46331.64 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0096 801-06640 15.000 EACH | 98.00000 1470.00| 110.00000 1650.00| 98.00000 1470.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1128289 |( 6 ) 05-0558668 |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 801-06645 2.000 EACH | 45.00000 90.00| 49.00000 98.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0098 801-06710 150.000 DAY | 15.00000 2250.00| 16.00000 2400.00| 15.00000 2250.00 FLASHING ARROW SIGN | | | 0099 801-07119 21.900 m | 42.00000 919.80| 45.00000 985.50| 42.00000 919.80 BARRICADE, III-B | | | 0100 801-92448 300.000 DAY | 4.00000 1200.00| 10.00000 3000.00| 4.00000 1200.00 CONSTRUCTION SIGNS, MOBILE | | | 0101 802-76025 3.200 m2 | 306.00000 979.20| 330.00000 1056.00| 306.00000 979.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0102 802-76035 1.800 m2 | 192.00000 345.60| 200.00000 360.00| 192.00000 345.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0103 802-76045 2.200 m2 | 142.00000 312.40| 155.00000 341.00| 142.00000 312.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0104 802-76055 64.000 m | 13.80000 883.20| 15.00000 960.00| 13.80000 883.20 SIGN POST, A | | | 0105 802-76065 8.000 m | 13.20000 105.60| 14.50000 116.00| 13.20000 105.60 SIGN POST, B | | | 0106 805-01815 2.000 EACH | 2700.00000 5400.00| 3000.00000 6000.00| 2700.00000 5400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0107 805-01842 4.000 EACH | 800.00000 3200.00| 865.00000 3460.00| 800.00000 3200.00 HANDHOLE, SIGNAL | | | 0108 805-06592 668.000 m | 32.00000 21376.00| 35.00000 23380.00| 32.00000 21376.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0109 805-78100 1.000 EACH | 7300.00000 7300.00| 8000.00000 8000.00| 7300.00000 7300.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0110 805-78415 3.000 EACH | 1300.00000 3900.00| 1400.00000 4200.00| 1300.00000 3900.00 SPAN, CATENARY, AND TETHER | | | 0111 805-78420 3.000 EACH | 198.00000 594.00| 215.00000 645.00| 198.00000 594.00 DISCONNECT HANGER | | | 0112 805-78445 1.000 EACH | 550.00000 550.00| 600.00000 600.00| 550.00000 550.00 SIGNAL SERVICE | | | 0113 805-78467 10.000 m | 4.90000 49.00| 5.30000 53.00| 4.90000 49.00 SIGNAL CABLE, 3C 8GA. | | | 0114 805-78470 918.000 m | 0.45000 413.10| 0.50000 459.00| 0.45000 413.10 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1128289 |( 6 ) 05-0558668 |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 805-78485 50.000 m | 3.75000 187.50| 4.00000 200.00| 3.75000 187.50 SIGNAL CABLE, 5C 14GA. | | | 0116 805-78490 188.000 m | 3.90000 733.20| 4.20000 789.60| 3.90000 733.20 SIGNAL CABLE, 7C 14GA. | | | 0117 805-78510 699.000 m | 2.50000 1747.50| 3.00000 2097.00| 2.50000 1747.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0118 805-78746 28.800 m | 55.00000 1584.00| 60.00000 1728.00| 55.00000 1584.00 PREFORMED LOOP DETECTORS | | | 0119 805-78925 1.000 EACH | 900.00000 900.00| 1000.00000 1000.00| 900.00000 900.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0120 805-81032 2.000 EACH | 3130.00000 6260.00| 3400.00000 6800.00| 3130.00000 6260.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0121 805-94295 8.000 EACH | 175.00000 1400.00| 200.00000 1600.00| 175.00000 1400.00 SIGNAL HEAD, RELOCATE | | | 0122 807-04652 1.000 EACH | 550.00000 550.00| 600.00000 600.00| 550.00000 550.00 SERVICE POINT | | | 0123 808-06694 240.000 m | 0.75000 180.00| 0.80000 192.00| 0.75000 180.00 LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0124 808-06711 2000.000 m | 0.37000 740.00| 0.40000 800.00| 0.37000 740.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0125 808-06713 1982.000 m | 0.37000 733.34| 0.40000 792.80| 0.37000 733.34 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0126 808-06714 2100.000 m | 0.37000 777.00| 0.40000 840.00| 0.37000 777.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0127 808-75078 44.500 m | 4.25000 189.13| 4.60000 204.70| 4.25000 189.13 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0128 808-75297 25.000 m | 13.50000 337.50| 15.00000 375.00| 13.50000 337.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0129 808-75320 6.000 EACH | 60.00000 360.00| 65.00000 390.00| 60.00000 360.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0130 808-75325 4.000 EACH | 80.00000 320.00| 86.00000 344.00| 80.00000 320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0131 808-75998 88.000 EACH | 28.00000 2464.00| 30.00000 2640.00| 28.00000 2464.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0132 601-07023 2.000 EACH | 9920.00000 19840.00| 9550.00000 19100.00| 9920.00000 19840.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 510 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,170,545.76 ROUTE : US 31 CALL ORDER : 510 CONTRACT ID : B -25671-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1128289 |( 6 ) 05-0558668 |GOHMANN ASPHALT & CONSTR., I |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0133 805-78230 4.000 EACH | 1050.00000 4200.00| 1140.00000 4560.00| 1050.00000 4200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0134 805-78205 4.000 EACH | 745.00000 2980.00| 810.00000 3240.00| 745.00000 2980.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | SECTION TOTALS | $ 6,493,517.11| $ 6,748,967.00| $ 7,852,693.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,493,517.11| $ 6,748,967.00| $ 7,852,693.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 112,527.44 ROUTE : US 40 CALL ORDER : 520 CONTRACT ID : B -27503-A COUNTIES : HENRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 92,387.90 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 176,104.80 190.6146% ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 35-1618530 |( ) |B & P CONSTRUCTION |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-07038 3.000 MOS | 1650.00000 4950.00| 3000.00000 9000.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 7700.00000 7700.00| 8000.00000 8000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 601-04746 1.000 EACH | 4600.00000 4600.00| 15000.00000 15000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0006 602-06646 90.000 LFT | 30.00000 2700.00| 200.00000 18000.00| TEMPORARY CONCRETE BARRIER | | | 0007 702-51005 2.500 CYS | 625.00000 1562.50| 5000.00000 12500.00| CONCRETE, A, SUBSTRUCTURE | | | 0008 708-51813 200.000 SFT | 30.00000 6000.00| 65.00000 13000.00| PNEUMATICALLY PLACED MORTAR | | | 0009 708-51814 150.000 SFT | 10.00000 1500.00| 6.50000 975.00| WELDED STEEL WIRE FABRIC | | | 0010 710-51870 1360.000 SFT | 36.35000 49436.00| 46.00000 62560.00| REPOINTING MASONRY IN STRUCTURES | | | 0011 715-05914 4.750 LFT | 736.00000 3496.00| 600.00000 2850.00| PIPE, PVC, 18 IN. | | | 0012 801-06207 582.000 LFT | 1.10000 640.20| 1.00000 582.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 13.000 EACH | 90.00000 1170.00| 100.00000 1300.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 112,527.44 ROUTE : US 40 CALL ORDER : 520 CONTRACT ID : B -27503-A COUNTIES : HENRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 35-1618530 |( ) |B & P CONSTRUCTION |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06645 2.000 EACH | 40.00000 80.00| 35.00000 70.00| CONSTRUCTION SIGN, B | | | 0015 801-06775 LUMP | 7350.00000 7350.00| 31325.00000 31325.00| MAINTAINING TRAFFIC | | | 0016 801-07119 12.000 LFT | 35.00000 420.00| 35.00000 420.00| BARRICADE, III-B | | | 0017 808-06714 372.000 LFT | 1.10000 409.20| 1.00000 372.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-06716 372.000 LFT | 1.00000 372.00| 0.40000 148.80| LINE, REMOVE | | | SECTION TOTALS | $ 92,387.90| $ 176,104.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 92,387.90| $ 176,104.80| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,257,011.35 ROUTE : US 231 CALL ORDER : 530 CONTRACT ID : B -27570-A COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 959,966.05 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 1,130,070.52 117.7198% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,166,142.75 121.4775% ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC 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 | 15000.00000 15000.00| 16000.00000 16000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1900.00000 30400.00| 2200.00000 35200.00| 1500.00000 24000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 40000.00000 40000.00| 50000.00000 50000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2000.00000 2000.00| 7000.00000 7000.00| 10500.00000 10500.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 192.000 SYS | 15.00000 2880.00| 30.00000 5760.00| 15.00000 2880.00 PAVEMENT REMOVAL | | | 0008 202-02241 632.000 LFT | 5.00000 3160.00| 2.75000 1738.00| 2.50000 1580.00 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 22000.00000 22000.00| 25000.00000 25000.00| 37500.00000 37500.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-96133 30.000 LFT | 12.00000 360.00| 20.00000 600.00| 15.00000 450.00 PIPE, REMOVE | | | 0011 203-02000 4999.000 CYS | 7.00000 34993.00| 7.00000 34993.00| 11.00000 54989.00 EXCAVATION, COMMON | | | 0012 203-02070 839.000 CYS | 7.75000 6502.25| 8.00000 6712.00| 15.00000 12585.00 BORROW | | | 0013 203-51223 856.000 CYS | 9.00000 7704.00| 8.00000 6848.00| 12.00000 10272.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,257,011.35 ROUTE : US 231 CALL ORDER : 530 CONTRACT ID : B -27570-A COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-03371 100.000 CYS | 9.75000 975.00| 20.00000 2000.00| 15.00000 1500.00 SEDIMENT, REMOVE | | | 0015 205-06931 16.500 TON | 35.00000 577.50| 30.00000 495.00| 75.00000 1237.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 166.000 LFT | 25.00000 4150.00| 11.27000 1870.82| 10.00000 1660.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06936 122.000 TON | 35.00000 4270.00| 17.25000 2104.50| 45.00000 5490.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 822.000 LFT | 3.00000 2466.00| 1.67000 1372.74| 1.50000 1233.00 TEMPORARY SILT FENCE | | | 0019 207-08263 3311.000 SYS | 7.75000 25660.25| 8.00000 26488.00| 8.00000 26488.00 SUBGRADE TREATMENT, TYPE IA | | | 0020 207-08267 3987.000 SYS | 6.15000 24520.05| 7.00000 27909.00| 8.00000 31896.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-06467 80.000 CYS | 30.00000 2400.00| 25.00000 2000.00| 55.00000 4400.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-07454 2.000 CYS | 50.00000 100.00| 30.00000 60.00| 50.00000 100.00 STRUCTURE BACKFILL | | | 0023 301-07448 5230.000 TON | 14.00000 73220.00| 16.00000 83680.00| 17.00000 88910.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-07455 42.000 CYS | 30.00000 1260.00| 20.00000 840.00| 55.00000 2310.00 DENSE GRADED SUBBASE | | | 0025 306-08033 382.000 SYS | 3.00000 1146.00| 4.60000 1757.20| 4.50000 1719.00 MILLING, ASPHALT, 1 IN. | | | 0026 306-08037 1550.000 SYS | 3.00000 4650.00| 4.60000 7130.00| 4.50000 6975.00 MILLING, ASPHALT, 3 IN. | | | 0027 306-08043 500.000 SYS | 3.00000 1500.00| 4.60000 2300.00| 4.50000 2250.00 MILLING, TRANSITION | | | 0028 402-07432 264.000 TON | 58.00000 15312.00| 56.00000 14784.00| 51.00000 13464.00 HMA SURFACE, TYPE A | | | 0029 402-07434 360.000 TON | 58.00000 20880.00| 58.00000 20880.00| 52.00000 18720.00 HMA SURFACE, TYPE C | | | 0030 402-07439 981.000 TON | 48.00000 47088.00| 47.75000 46842.75| 43.00000 42183.00 HMA INTERMEDIATE, TYPE C | | | 0031 402-07440 795.000 TON | 50.75000 40346.25| 48.46000 38525.70| 44.00000 34980.00 HMA BASE. TYPE A | | | 0032 402-07442 48.000 TON | 107.00000 5136.00| 110.00000 5280.00| 100.00000 4800.00 HMA BASE, TYPE C | | | 0033 402-07453 2212.000 TON | 45.75000 101199.00| 49.31000 109073.72| 40.00000 88480.00 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,257,011.35 ROUTE : US 231 CALL ORDER : 530 CONTRACT ID : B -27570-A COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 404-05511 2280.000 SYS | 4.00000 9120.00| 4.19000 9553.20| 3.75000 8550.00 SEAL COAT, 2 | | | 0035 406-05520 5.200 TON | 300.00000 1560.00| 197.00000 1024.40| 180.00000 936.00 ASPHALT FOR TACK COAT | | | 0036 601-01522 4.000 EACH | 1980.00000 7920.00| 1880.00000 7520.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-02206 550.000 LFT | 10.00000 5500.00| 8.60000 4730.00| 8.00000 4400.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0038 601-07661 4.000 EACH | 2000.00000 8000.00| 1962.00000 7848.00| 1550.00000 6200.00 GUARDRAIL END TREATMENT, OS, TEMPORARY | | | BRIDGE APPROACH | | | 0039 601-94689 4.000 EACH | 2300.00000 9200.00| 2251.00000 9004.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 800.000 LFT | 14.25000 11400.00| 13.97000 11176.00| 14.00000 11200.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 602-06729 6.000 EACH | 12.00000 72.00| 20.00000 120.00| 8.00000 48.00 BARRIER DELINEATOR | | | 0042 609-06259 270.000 SYS | 45.00000 12150.00| 50.00000 13500.00| 75.00000 20250.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0043 610-07486 36.000 TON | 55.00000 1980.00| 112.00000 4032.00| 105.00000 3780.00 HMA FOR APPROACHES, TYPE A | | | 0044 611-06497 3.000 EACH | 200.00000 600.00| 200.00000 600.00| 140.00000 420.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 11.000 EACH | 175.00000 1925.00| 130.00000 1430.00| 130.00000 1430.00 RIGHT OF WAY MARKER | | | 0046 615-06505 3.000 EACH | 895.00000 2685.00| 600.00000 1800.00| 650.00000 1950.00 MONUMENT, B | | | 0047 616-02320 1296.000 SYS | 3.00000 3888.00| 3.00000 3888.00| 2.25000 2916.00 GEOTEXTILES | | | 0048 616-05688 997.000 TON | 33.00000 32901.00| 40.00000 39880.00| 25.00000 24925.00 RIPRAP, CLASS 1 | | | 0049 621-01004 3.000 EACH | 1100.00000 3300.00| 500.00000 1500.00| 350.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06545 0.800 TON | 500.00000 400.00| 1000.00000 800.00| 800.00000 640.00 FERTILIZER | | | 0051 621-06553 308.000 LBS | 5.10000 1570.80| 4.68000 1441.44| 4.00000 1232.00 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,257,011.35 ROUTE : US 231 CALL ORDER : 530 CONTRACT ID : B -27570-A COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-06557 351.000 LBS | 4.05000 1421.55| 3.50000 1228.50| 3.25000 1140.75 SEED MIXTURE, T | | | 0053 621-06565 4.100 TON | 500.00000 2050.00| 700.00000 2870.00| 600.00000 2460.00 MULCHING MATERIAL | | | 0054 621-06567 5.000 MG | 1.00000 5.00| 7.00000 35.00| 5.25000 26.25 WATER | | | 0055 621-06574 1155.000 SYS | 5.00000 5775.00| 3.90000 4504.50| 3.50000 4042.50 SODDING | | | 0056 621-06575 476.000 SYS | 5.00000 2380.00| 3.90000 1856.40| 3.50000 1666.00 SODDING, NURSERY | | | 0057 622-98200 8.000 EACH | 65.00000 520.00| 40.00000 320.00| 26.00000 208.00 SIGN, DO NOT DISTURB | | | 0058 701-01849 523.000 LFT | 30.00000 15690.00| 48.00000 25104.00| 65.00000 33995.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0059 702-04433 14.000 EACH | 125.00000 1750.00| 30.00000 420.00| 250.00000 3500.00 FLOOR DRAIN, PVC, 6 IN. | | | 0060 703-51032 36640.000 LBS | 0.61000 22350.40| 1.10000 40304.00| 1.00000 36640.00 REINFORCING STEEL, EPOXY COATED | | | 0061 704-51002 134.000 CYS | 415.00000 55610.00| 450.00000 60300.00| 525.00000 70350.00 CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-05732 4.000 EACH | 1800.00000 7200.00| 1700.00000 6800.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0063 706-51020 10.000 CYS | 475.00000 4750.00| 800.00000 8000.00| 575.00000 5750.00 CONCRETE, C, RAILING | | | 0064 707-05978 1181.000 SFT | 44.00000 51964.00| 38.10000 44996.10| 50.00000 59050.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 48 IN. | | | 0065 709-51821 LUMP | 3500.00000 3500.00| 4000.00000 4000.00| 2500.00000 2500.00 SURFACE SEAL | | | 0066 713-04858 LUMP | 90000.00000 90000.00| 180000.00000 180000.00| 168900.00000 168900.00 TEMPORARY BRIDGE | | | 0067 715-03475 6.000 EACH | 290.00000 1740.00| 380.00000 2280.00| 600.00000 3600.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0068 715-05048 100.000 LFT | 11.00000 1100.00| 4.00000 400.00| 20.00000 2000.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0069 715-05051 100.000 LFT | 12.00000 1200.00| 8.00000 800.00| 23.00000 2300.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0070 715-05052 100.000 LFT | 13.00000 1300.00| 12.00000 1200.00| 25.00000 2500.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 530 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,257,011.35 ROUTE : US 231 CALL ORDER : 530 CONTRACT ID : B -27570-A COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-05169 97.000 LFT | 16.00000 1552.00| 18.00000 1746.00| 50.00000 4850.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0072 715-05169 37.000 LFT | 14.00000 518.00| 18.00000 666.00| 52.00000 1924.00 PIPE, TYPE 3, CIRCULAR, 15 IN. TEMPORAR | | | 0073 715-05203 100.000 LFT | 11.00000 1100.00| 5.00000 500.00| 10.00000 1000.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0074 715-05407 120.000 LFT | 10.00000 1200.00| 10.00000 1200.00| 15.00000 1800.00 PIPE, END BENT DRAIN, 6 IN. | | | 0075 726-93524 12.000 EACH | 450.00000 5400.00| 300.00000 3600.00| 500.00000 6000.00 BEARING ASSEMBLY, I | | | 0076 801-04308 2.000 EACH | 255.00000 510.00| 400.00000 800.00| 350.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 5420.000 LFT | 0.30000 1626.00| 0.24000 1300.80| 0.25000 1355.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0078 801-06207 1700.000 LFT | 1.05000 1785.00| 0.95000 1615.00| 1.00000 1700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0079 801-06640 19.000 EACH | 105.00000 1995.00| 150.00000 2850.00| 80.00000 1520.00 CONSTRUCTION SIGN, A | | | 0080 801-06645 14.000 EACH | 55.00000 770.00| 50.00000 700.00| 60.00000 840.00 CONSTRUCTION SIGN, B | | | 0081 801-06775 LUMP | 6500.00000 6500.00| 15000.00000 15000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0082 801-07118 96.000 LFT | 11.00000 1056.00| 14.00000 1344.00| 13.00000 1248.00 BARRICADE, III-A | | | 0083 802-05701 19.500 LFT | 18.00000 351.00| 26.00000 507.00| 18.00000 351.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-05702 18.000 LFT | 11.00000 198.00| 38.00000 684.00| 19.00000 342.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0085 802-07060 3.000 EACH | 105.00000 315.00| 110.00000 330.00| 75.00000 225.00 SIGN, SHEET, RELOCATE | | | 0086 808-06712 475.000 LFT | 0.20000 95.00| 0.15000 71.25| 0.25000 118.75