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 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0087 808-06713 3800.000 LFT | 0.20000 760.00| 0.15000 570.00| 0.20000 760.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0088 808-06714 3450.000 LFT | 0.20000 690.00| 0.15000 517.50| 0.20000 690.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 530 -6 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 808-06716 1600.000 LFT | 0.85000 1360.00| 0.52000 832.00| 0.35000 560.00 LINE, REMOVE | | | 0090 808-75996 45.000 EACH | 35.00000 1575.00| 25.00000 1125.00| 10.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 45.000 EACH | 95.00000 4275.00| 80.00000 3600.00| 40.00000 1800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 959,966.05| $ 1,130,070.52| $ 1,166,142.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 959,966.05| $ 1,130,070.52| $ 1,166,142.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 889,957.42 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 933,799.33 104.9263% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 935,590.58 105.1276% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 940,890.41 105.7231% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 967,524.96 108.7159% 6 35-1801998 CLR, INC. $ 967,956.02 108.7643% 7 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,030,444.80 115.7859% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1200.00000 9600.00| 1250.00000 10000.00| 1350.00000 10800.00 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 | 22000.00000 22000.00| 23500.00000 23500.00| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0006 110-01001 LUMP | 22000.00000 22000.00| 23500.00000 23500.00| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0007 201-52370 LUMP | 4400.00000 4400.00| 7000.00000 7000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0008 202-01000 LUMP | 1000.00000 1000.00| 3000.00000 3000.00| 3000.00000 3000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR. NO. 1 | | | 0009 202-02240 266.800 SYS | 17.50000 4669.00| 16.00000 4268.80| 2.00000 533.60 PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0010 202-02241 1778.000 LFT | 2.10000 3733.80| 1.70000 3022.60| 2.05000 3644.90 GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP | 45000.00000 45000.00| 41500.00000 41500.00| 42000.00000 42000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0012 202-51328 LUMP | 45000.00000 45000.00| 41500.00000 41500.00| 42000.00000 42000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0013 202-93741 12.000 EACH | 375.00000 4500.00| 200.00000 2400.00| 355.00000 4260.00 GUARD RAIL END TREATMENT, REMOVE | | | 0014 203-02000 139.600 CYS | 15.00000 2094.00| 17.50000 2443.00| 35.00000 4886.00 EXCAVATION, COMMON | | | 0015 211-06467 59.200 CYS | 35.00000 2072.00| 80.00000 4736.00| 70.00000 4144.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 302-07455 99.600 CYS | 40.00000 3984.00| 37.00000 3685.20| 45.00000 4482.00 DENSE GRADED SUBBASE | | | 0017 306-08043 405.000 SYS | 5.50000 2227.50| 3.50000 1417.50| 11.00000 4455.00 MILLING, TRANSITION | | | 0018 402-07438 216.300 TON | 54.85000 11864.06| 65.00000 14059.50| 57.00000 12329.10 HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 908.900 TON | 51.50000 46808.35| 52.00000 47262.80| 47.25000 42945.53 HMA BASE, TYPE B | | | 0020 406-05521 1911.000 SYS | 0.11000 210.21| 0.10000 191.10| 0.12000 229.32 ASPHALT FOR TACK COAT | | | 0021 601-01522 8.000 EACH | 1550.00000 12400.00| 1500.00000 12000.00| 1500.00000 12000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01700 2.000 EACH | 2100.00000 4200.00| 1900.00000 3800.00| 2000.00000 4000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-07023 2.000 EACH | 3500.00000 7000.00| 3500.00000 7000.00| 4300.00000 8600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0024 601-94689 6.000 EACH | 2400.00000 14400.00| 2700.00000 16200.00| 2300.00000 13800.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 887.550 LFT | 14.50000 12869.48| 21.50000 19082.33| 13.90000 12336.95 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06729 22.000 EACH | 8.00000 176.00| 7.20000 158.40| 7.15000 157.30 BARRIER DELINEATOR | | | 0027 605-06140 21.000 LFT | 20.00000 420.00| 35.00000 735.00| 28.00000 588.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0028 607-95754 100.000 LFT | 2.50000 250.00| 6.50000 650.00| 3.25000 325.00 PAVED SIDE DITCH, BREAK | | | 0029 609-06259 596.000 SYS | 62.50000 37250.00| 52.00000 30992.00| 62.00000 36952.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0030 610-07487 178.500 TON | 65.00000 11602.50| 65.00000 11602.50| 62.00000 11067.00 HMA FOR APPROACHES, TYPE B | | | 0031 611-05330 130.000 SYS | 35.00000 4550.00| 37.00000 4810.00| 38.00000 4940.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 616-02320 287.000 SYS | 3.00000 861.00| 2.80000 803.60| 3.50000 1004.50 GEOTEXTILES | | | 0033 616-06405 270.200 TON | 22.00000 5944.40| 20.00000 5404.00| 43.00000 11618.60 RIPRAP, REVETMENT | | | 0034 619-05926 LUMP | 1100.00000 1100.00| 500.00000 500.00| 510.00000 510.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0035 619-05926 LUMP | 1200.00000 1200.00| 500.00000 500.00| 510.00000 510.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0036 619-60999 LUMP | 11500.00000 11500.00| 12000.00000 12000.00| 2050.00000 2050.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0037 619-60999 LUMP | 11500.00000 11500.00| 12000.00000 12000.00| 2050.00000 2050.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0038 619-95457 LUMP | 6500.00000 6500.00| 6500.00000 6500.00| 8000.00000 8000.00 CLEAN AND PAINT STRUCTURAL STEEL , | | | PARTIAL, STR. NO. 1 | | | 0039 619-95457 LUMP | 8500.00000 8500.00| 8500.00000 8500.00| 8000.00000 8000.00 CLEAN AND PAINT STRUCTURAL STEEL , | | | PARTIAL, STR. NO. 2 | | | 0040 621-01004 4.000 EACH | 200.00000 800.00| 620.00000 2480.00| 510.00000 2040.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06559 1833.000 SYS | 1.00000 1833.00| 1.20000 2199.60| 0.33000 604.89 MULCHED SEEDING, R | | | 0042 621-06574 60.000 SYS | 10.00000 600.00| 7.00000 420.00| 5.10000 306.00 SODDING | | | 0043 702-51110 768.000 LBS | 2.50000 1920.00| 2.20000 1689.60| 3.00000 2304.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0044 703-51032 138353.000 LBS | 0.75000 103764.75| 0.80000 110682.40| 0.71000 98230.63 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 704-51002 457.300 CYS | 400.00000 182920.00| 400.00000 182920.00| 500.00000 228650.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH | 1200.00000 4800.00| 950.00000 3800.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-06339 310.600 LFT | 66.00000 20499.60| 67.00000 20810.20| 60.00000 18636.00 RAILING, PF-1 | | | 0048 706-06351 4.000 EACH | 1450.00000 5800.00| 1000.00000 4000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0049 706-51020 47.600 CYS | 400.00000 19040.00| 425.00000 20230.00| 395.00000 18802.00 CONCRETE, C, RAILING | | | 0050 709-51821 LUMP | 4300.00000 4300.00| 6000.00000 6000.00| 4310.00000 4310.00 SURFACE SEAL , STR. NO. 1 | | | 0051 709-51821 LUMP | 3900.00000 3900.00| 5000.00000 5000.00| 3875.00000 3875.00 SURFACE SEAL , STR. NO. 2 | | | 0052 711-51864 24.000 EACH | 20.00000 480.00| 17.00000 408.00| 25.50000 612.00 DRILLED HOLE | | | 0053 711-51877 LUMP | 7500.00000 7500.00| 6000.00000 6000.00| 4200.00000 4200.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0054 711-51877 LUMP | 7500.00000 7500.00| 6000.00000 6000.00| 4200.00000 4200.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0055 711-95797 LUMP | 3500.00000 3500.00| 6000.00000 6000.00| 4200.00000 4200.00 EXPANSION SHOES, RESET , STR. NO. 1 | | | 0056 711-95797 LUMP | 3500.00000 3500.00| 6000.00000 6000.00| 4200.00000 4200.00 EXPANSION SHOES, RESET , STR. NO. 2 | | | 0057 711-96526 5328.000 EACH | 2.40000 12787.20| 2.50000 13320.00| 2.40000 12787.20 FIELD WELDED STUD, 0.875 IN. DIA. | | | 0058 715-91361 11.000 LFT | 35.00000 385.00| 80.00000 880.00| 80.00000 880.00 PIPE, PVC, 6 IN. | | | 0059 801-01851 LUMP | 22500.00000 22500.00| 19000.00000 19000.00| 21000.00000 21000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR. NO. 1 | | | 0060 801-01851 LUMP | 22500.00000 22500.00| 30000.00000 30000.00| 32000.00000 32000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR. NO. 2 | | | 0062 801-06207 14250.000 LFT | 1.00000 14250.00| 0.95000 13537.50| 0.82000 11685.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 801-06218 118.000 LFT | 5.25000 619.50| 5.50000 649.00| 4.00000 472.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0064 801-06639 1360.000 LFT | 17.50000 23800.00| 30.00000 40800.00| 25.00000 34000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0065 801-06640 58.000 EACH | 120.00000 6960.00| 100.00000 5800.00| 85.00000 4930.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 2.000 EACH | 25.00000 50.00| 25.00000 50.00| 46.00000 92.00 CONSTRUCTION SIGN, B | | | 0067 801-06775 LUMP | 7500.00000 7500.00| 12000.00000 12000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0068 801-06775 LUMP | 7500.00000 7500.00| 12000.00000 12000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0069 801-07119 36.000 LFT | 12.00000 432.00| 11.00000 396.00| 12.25000 441.00 BARRICADE, III-B | | | 0070 801-97643 1440.000 LFT | 4.50000 6480.00| 4.40000 6336.00| 5.85000 8424.00 TEMPORARY BUZZ STRIPS | | | 0071 808-06712 445.000 LFT | 0.22000 97.90| 0.20000 89.00| 0.26000 115.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0072 808-06713 3869.000 LFT | 0.22000 851.18| 0.20000 773.80| 0.26000 1005.94 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0073 808-06714 1779.500 LFT | 0.22000 391.49| 0.20000 355.90| 0.26000 462.67 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0074 808-06716 3615.000 LFT | 0.50000 1807.50| 0.40000 1446.00| 0.25000 903.75 LINE, REMOVE | | | SECTION TOTALS | $ 889,957.42| $ 933,799.33| $ 935,590.58 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 889,957.42| $ 933,799.33| $ 935,590.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1801998 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 12000.00000 12000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1300.00000 10400.00| 1500.00000 12000.00| 1300.00000 10400.00 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 | 23000.00000 23000.00| 24000.00000 24000.00| 23900.00000 23900.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0006 110-01001 LUMP | 23000.00000 23000.00| 24000.00000 24000.00| 23900.00000 23900.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0007 201-52370 LUMP | 4500.00000 4500.00| 4500.00000 4500.00| 2300.00000 2300.00 CLEARING RIGHT OF WAY | | | 0008 202-01000 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 2000.00000 2000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR. NO. 1 | | | 0009 202-02240 266.800 SYS | 22.00000 5869.60| 20.00000 5336.00| 55.00000 14674.00 PAVEMENT REMOVAL | | | 0010 202-02241 1778.000 LFT | 2.00000 3556.00| 2.25000 4000.50| 2.00000 3556.00 GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP | 30000.00000 30000.00| 38000.00000 38000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0012 202-51328 LUMP | 35000.00000 35000.00| 39000.00000 39000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0013 202-93741 12.000 EACH | 350.00000 4200.00| 350.00000 4200.00| 200.00000 2400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0014 203-02000 139.600 CYS | 12.00000 1675.20| 30.00000 4188.00| 96.00000 13401.60 EXCAVATION, COMMON | | | 0015 211-06467 59.200 CYS | 60.00000 3552.00| 55.00000 3256.00| 90.00000 5328.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 302-07455 99.600 CYS | 45.00000 4482.00| 55.00000 5478.00| 89.00000 8864.40 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1801998 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 306-08043 405.000 SYS | 7.00000 2835.00| 2.45000 992.25| 15.00000 6075.00 MILLING, TRANSITION | | | 0018 402-07438 216.300 TON | 51.35000 11107.01| 59.00000 12761.70| 44.75000 9679.43 HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 908.900 TON | 51.00000 46353.90| 45.00000 40900.50| 39.00000 35447.10 HMA BASE, TYPE B | | | 0020 406-05521 1911.000 SYS | 0.10000 191.10| 0.10000 191.10| 0.70000 1337.70 ASPHALT FOR TACK COAT | | | 0021 601-01522 8.000 EACH | 1495.00000 11960.00| 1500.00000 12000.00| 1600.00000 12800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01700 2.000 EACH | 1995.00000 3990.00| 2000.00000 4000.00| 2150.00000 4300.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-07023 2.000 EACH | 4250.00000 8500.00| 5000.00000 10000.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0024 601-94689 6.000 EACH | 2275.00000 13650.00| 2300.00000 13800.00| 2450.00000 14700.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 887.550 LFT | 13.60000 12070.68| 13.75000 12203.81| 14.50000 12869.48 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06729 22.000 EACH | 7.00000 154.00| 7.00000 154.00| 7.40000 162.80 BARRIER DELINEATOR | | | 0027 605-06140 21.000 LFT | 47.00000 987.00| 30.00000 630.00| 125.00000 2625.00 CURB AND GUTTER, CONCRETE | | | 0028 607-95754 100.000 LFT | 9.00000 900.00| 10.00000 1000.00| 13.25000 1325.00 PAVED SIDE DITCH, BREAK | | | 0029 609-06259 596.000 SYS | 60.00000 35760.00| 75.00000 44700.00| 75.00000 44700.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0030 610-07487 178.500 TON | 59.95000 10701.08| 63.00000 11245.50| 66.00000 11781.00 HMA FOR APPROACHES, TYPE B | | | 0031 611-05330 130.000 SYS | 35.00000 4550.00| 40.00000 5200.00| 49.00000 6370.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 616-02320 287.000 SYS | 2.50000 717.50| 2.50000 717.50| 5.75000 1650.25 GEOTEXTILES | | | 0033 616-06405 270.200 TON | 25.00000 6755.00| 22.00000 5944.40| 32.00000 8646.40 RIPRAP, REVETMENT | | | 0034 619-05926 LUMP | 500.00000 500.00| 700.00000 700.00| 540.00000 540.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1801998 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 619-05926 LUMP | 500.00000 500.00| 700.00000 700.00| 540.00000 540.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0036 619-60999 LUMP | 3750.00000 3750.00| 8000.00000 8000.00| 2150.00000 2150.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0037 619-60999 LUMP | 3750.00000 3750.00| 8000.00000 8000.00| 2150.00000 2150.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0038 619-95457 LUMP | 6000.00000 6000.00| 6000.00000 6000.00| 8500.00000 8500.00 CLEAN AND PAINT STRUCTURAL STEEL , | | | PARTIAL, STR. NO. 1 | | | 0039 619-95457 LUMP | 6000.00000 6000.00| 8000.00000 8000.00| 8500.00000 8500.00 CLEAN AND PAINT STRUCTURAL STEEL , | | | PARTIAL, STR. NO. 2 | | | 0040 621-01004 4.000 EACH | 615.00000 2460.00| 500.00000 2000.00| 50.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06559 1833.000 SYS | 0.77000 1411.41| 0.25000 458.25| 1.00000 1833.00 MULCHED SEEDING, R | | | 0042 621-06574 60.000 SYS | 15.40000 924.00| 3.00000 180.00| 16.00000 960.00 SODDING | | | 0043 702-51110 768.000 LBS | 4.00000 3072.00| 3.00000 2304.00| 4.50000 3456.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0044 703-51032 138353.000 LBS | 0.80000 110682.40| 0.85000 117600.05| 0.90000 124517.70 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 457.300 CYS | 550.00000 251515.00| 475.00000 217217.50| 525.00000 240082.50 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH | 1100.00000 4400.00| 1500.00000 6000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-06339 310.600 LFT | 59.00000 18325.40| 65.00000 20189.00| 63.50000 19723.10 RAILING, PF-1 | | | 0048 706-06351 4.000 EACH | 1100.00000 4400.00| 1500.00000 6000.00| 1945.00000 7780.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0049 706-51020 47.600 CYS | 450.00000 21420.00| 625.00000 29750.00| 425.00000 20230.00 CONCRETE, C, RAILING | | | 0050 709-51821 LUMP | 4030.00000 4030.00| 5500.00000 5500.00| 3825.00000 3825.00 SURFACE SEAL , STR. NO. 1 | | | 0051 709-51821 LUMP | 3610.00000 3610.00| 5000.00000 5000.00| 3700.00000 3700.00 SURFACE SEAL , STR. NO. 2 | | | 0052 711-51864 24.000 EACH | 23.00000 552.00| 19.00000 456.00| 30.00000 720.00 DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1801998 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 711-51877 LUMP | 7100.00000 7100.00| 8000.00000 8000.00| 3900.00000 3900.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0054 711-51877 LUMP | 7100.00000 7100.00| 8000.00000 8000.00| 3900.00000 3900.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0055 711-95797 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 2900.00000 2900.00 EXPANSION SHOES, RESET , STR. NO. 1 | | | 0056 711-95797 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 2900.00000 2900.00 EXPANSION SHOES, RESET , STR. NO. 2 | | | 0057 711-96526 5328.000 EACH | 2.35000 12520.80| 1.65000 8791.20| 3.00000 15984.00 FIELD WELDED STUD, 0.875 IN. DIA. | | | 0058 715-91361 11.000 LFT | 15.00000 165.00| 60.00000 660.00| 175.00000 1925.00 PIPE, PVC, 6 IN. | | | 0059 801-01851 LUMP | 17800.00000 17800.00| 20000.00000 20000.00| 17000.00000 17000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR. NO. 1 | | | 0060 801-01851 LUMP | 27620.00000 27620.00| 30000.00000 30000.00| 27000.00000 27000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR. NO. 2 | | | 0062 801-06207 14250.000 LFT | 0.89000 12682.50| 0.90000 12825.00| 0.69000 9832.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06218 118.000 LFT | 5.25000 619.50| 5.25000 619.50| 5.19000 612.42 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0064 801-06639 1360.000 LFT | 25.00000 34000.00| 25.00000 34000.00| 20.50000 27880.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0065 801-06640 58.000 EACH | 90.00000 5220.00| 95.00000 5510.00| 90.00000 5220.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 2.000 EACH | 20.00000 40.00| 20.00000 40.00| 75.00000 150.00 CONSTRUCTION SIGN, B | | | 0067 801-06775 LUMP | 9000.00000 9000.00| 9500.00000 9500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0068 801-06775 LUMP | 10000.00000 10000.00| 8200.00000 8200.00| 10000.00000 10000.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0069 801-07119 36.000 LFT | 10.00000 360.00| 10.00000 360.00| 20.00000 720.00 BARRICADE, III-B | | | 0070 801-97643 1440.000 LFT | 4.00000 5760.00| 4.00000 5760.00| 6.20000 8928.00 TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1801998 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 808-06712 445.000 LFT | 0.18000 80.10| 0.20000 89.00| 0.27000 120.15 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0072 808-06713 3869.000 LFT | 0.18000 696.42| 0.20000 773.80| 0.21000 812.49 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0073 808-06714 1779.500 LFT | 0.18000 320.31| 0.20000 355.90| 0.21000 373.70 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0074 808-06716 3615.000 LFT | 0.30000 1084.50| 0.30000 1084.50| 0.22000 795.30 LINE, REMOVE | | | SECTION TOTALS | $ 940,890.41| $ 967,524.96| $ 967,956.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 940,890.41| $ 967,524.96| $ 967,956.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1385672 |( ) |( ) |FORCE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 7900.00000 7900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1498.00000 11984.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 45502.00000 45502.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0006 110-01001 LUMP | 44832.00000 44832.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0007 201-52370 LUMP | 3972.00000 3972.00| | CLEARING RIGHT OF WAY | | | 0008 202-01000 LUMP | 1714.00000 1714.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR. NO. 1 | | | 0009 202-02240 266.800 SYS | 26.86000 7166.25| | PAVEMENT REMOVAL | | | 0010 202-02241 1778.000 LFT | 2.73000 4853.94| | GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP | 51041.00000 51041.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0012 202-51328 LUMP | 51215.00000 51215.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0013 202-93741 12.000 EACH | 298.23000 3578.76| | GUARD RAIL END TREATMENT, REMOVE | | | 0014 203-02000 139.600 CYS | 38.89000 5429.04| | EXCAVATION, COMMON | | | 0015 211-06467 59.200 CYS | 54.00000 3196.80| | AGGREGATE FOR END BENT BACKFILL | | | 0016 302-07455 99.600 CYS | 50.00000 4980.00| | DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1385672 |( ) |( ) |FORCE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 306-08043 405.000 SYS | 9.00000 3645.00| | MILLING, TRANSITION | | | 0018 402-07438 216.300 TON | 51.35000 11107.01| | HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 908.900 TON | 44.75000 40673.28| | HMA BASE, TYPE B | | | 0020 406-05521 1911.000 SYS | 0.10000 191.10| | ASPHALT FOR TACK COAT | | | 0021 601-01522 8.000 EACH | 1400.00000 11200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01700 2.000 EACH | 1795.00000 3590.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-07023 2.000 EACH | 3200.00000 6400.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0024 601-94689 6.000 EACH | 2595.00000 15570.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 887.550 LFT | 20.44000 18141.52| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 602-06729 22.000 EACH | 7.00000 154.00| | BARRIER DELINEATOR | | | 0027 605-06140 21.000 LFT | 73.38000 1540.98| | CURB AND GUTTER, CONCRETE | | | 0028 607-95754 100.000 LFT | 10.34000 1034.00| | PAVED SIDE DITCH, BREAK | | | 0029 609-06259 596.000 SYS | 59.94000 35724.24| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0030 610-07487 178.500 TON | 59.95000 10701.08| | HMA FOR APPROACHES, TYPE B | | | 0031 611-05330 130.000 SYS | 38.51000 5006.30| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 616-02320 287.000 SYS | 2.23000 640.01| | GEOTEXTILES | | | 0033 616-06405 270.200 TON | 20.95000 5660.69| | RIPRAP, REVETMENT | | | 0034 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1385672 |( ) |( ) |FORCE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0036 619-60999 LUMP | 1100.00000 1100.00| | CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0037 619-60999 LUMP | 11000.00000 11000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0038 619-95457 LUMP | 6000.00000 6000.00| | CLEAN AND PAINT STRUCTURAL STEEL , | | | PARTIAL, STR. NO. 1 | | | 0039 619-95457 LUMP | 8000.00000 8000.00| | CLEAN AND PAINT STRUCTURAL STEEL , | | | PARTIAL, STR. NO. 2 | | | 0040 621-01004 4.000 EACH | 500.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06559 1833.000 SYS | 0.32000 586.56| | MULCHED SEEDING, R | | | 0042 621-06574 60.000 SYS | 5.00000 300.00| | SODDING | | | 0043 702-51110 768.000 LBS | 3.13000 2403.84| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0044 703-51032 138353.000 LBS | 0.83000 114832.99| | REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 457.300 CYS | 450.00000 205785.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH | 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-06339 310.600 LFT | 63.55000 19738.63| | RAILING, PF-1 | | | 0048 706-06351 4.000 EACH | 1334.00000 5336.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0049 706-51020 47.600 CYS | 480.62000 22877.51| | CONCRETE, C, RAILING | | | 0050 709-51821 LUMP | 4030.00000 4030.00| | SURFACE SEAL , STR. NO. 1 | | | 0051 709-51821 LUMP | 3610.00000 3610.00| | SURFACE SEAL , STR. NO. 2 | | | 0052 711-51864 24.000 EACH | 14.26000 342.24| | DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1385672 |( ) |( ) |FORCE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 711-51877 LUMP | 18674.57000 18674.57| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0054 711-51877 LUMP | 20971.90000 20971.90| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0055 711-95797 LUMP | 5491.30000 5491.30| | EXPANSION SHOES, RESET , STR. NO. 1 | | | 0056 711-95797 LUMP | 5491.00000 5491.00| | EXPANSION SHOES, RESET , STR. NO. 2 | | | 0057 711-96526 5328.000 EACH | 2.35000 12520.80| | FIELD WELDED STUD, 0.875 IN. DIA. | | | 0058 715-91361 11.000 LFT | 19.92000 219.12| | PIPE, PVC, 6 IN. | | | 0059 801-01851 LUMP | 17800.00000 17800.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR. NO. 1 | | | 0060 801-01851 LUMP | 27620.00000 27620.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR. NO. 2 | | | 0062 801-06207 14250.000 LFT | 1.00000 14250.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06218 118.000 LFT | 6.00000 708.00| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0064 801-06639 1360.000 LFT | 21.80000 29648.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0065 801-06640 58.000 EACH | 120.00000 6960.00| | CONSTRUCTION SIGN, A | | | 0066 801-06645 2.000 EACH | 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0067 801-06775 LUMP | 12050.00000 12050.00| | MAINTAINING TRAFFIC , STR. NO. 1 | | | 0068 801-06775 LUMP | 13416.00000 13416.00| | MAINTAINING TRAFFIC , STR. NO. 2 | | | 0069 801-07119 36.000 LFT | 25.00000 900.00| | BARRICADE, III-B | | | 0070 801-97643 1440.000 LFT | 4.96000 7142.40| | TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 540 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,431,052.13 ROUTE : SR 446 CALL ORDER : 540 CONTRACT ID : B -27733-A COUNTIES : LAWRENCE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1385672 |( ) |( ) |FORCE CONSTRUCTION CO. INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 808-06712 445.000 LFT | 0.24000 106.80| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0072 808-06713 3869.000 LFT | 0.24000 928.56| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0073 808-06714 1779.500 LFT | 0.24000 427.08| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0074 808-06716 3615.000 LFT | 0.70000 2530.50| | LINE, REMOVE | | | SECTION TOTALS | $ 1,030,444.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,030,444.80| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 546 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-69 CALL ORDER : 546 CONTRACT ID : B -27892-C COUNTIES : STEUBEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 25,389,166.86 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 414,771.95 ROUTE : SR 25 CALL ORDER : 550 CONTRACT ID : B -27923-A COUNTIES : KOSCIUSKO LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. CONDITIONAL BID AND AWARD $ 343,283.60 100.0000% 2 35-1057237 R L MCCOY INC $ 428,617.72 124.8582% ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1057237 |( ) |PIONEER ASSOCIATES, 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 | 6800.00000 6800.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1500.00000 10500.00| 1800.00000 12600.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 17000.00000 17000.00| 21400.00000 21400.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6800.00000 6800.00| 2500.00000 2500.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 267.000 SYS | 10.90000 2910.30| 18.00000 4806.00| PAVEMENT REMOVAL | | | 0008 202-51328 LUMP | 46215.00000 46215.00| 105000.00000 105000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 536.000 CYS | 29.00000 15544.00| 18.00000 9648.00| EXCAVATION, COMMON | | | 0010 203-90014 4.500 STA | 1200.00000 5400.00| 400.00000 1800.00| LINEAR GRADING | | | 0011 206-51220 23.000 CYS | 500.00000 11500.00| 1300.00000 29900.00| EXCAVATION, WET | | | 0012 211-07454 275.000 CYS | 48.00000 13200.00| 42.00000 11550.00| STRUCTURE BACKFILL | | | 0013 303-01180 248.000 TON | 18.00000 4464.00| 24.00000 5952.00| COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 414,771.95 ROUTE : SR 25 CALL ORDER : 550 CONTRACT ID : B -27923-A COUNTIES : KOSCIUSKO LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1057237 |( ) |PIONEER ASSOCIATES, INC. |R L MCCOY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08034 917.000 SYS | 5.00000 4585.00| 7.00000 6419.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0015 402-07433 160.000 TON | 74.00000 11840.00| 51.50000 8240.00| HMA SURFACE, TYPE B | | | 0016 402-07438 37.000 TON | 62.00000 2294.00| 43.50000 1609.50| HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 297.000 TON | 54.00000 16038.00| 38.00000 11286.00| HMA BASE, TYPE B | | | 0018 406-05521 2474.000 SYS | 0.30000 742.20| 0.12000 296.88| ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH | 1700.00000 6800.00| 1700.00000 6800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-94689 4.000 EACH | 2050.00000 8200.00| 2050.00000 8200.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 375.000 LFT | 12.70000 4762.50| 12.70000 4762.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06729 6.000 EACH | 6.50000 39.00| 10.00000 60.00| BARRIER DELINEATOR | | | 0023 616-02320 229.000 SYS | 3.00000 687.00| 3.00000 687.00| GEOTEXTILES | | | 0024 616-06405 55.000 TON | 46.00000 2530.00| 32.00000 1760.00| RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH | 325.00000 325.00| 325.00000 325.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 300.000 SYS | 2.20000 660.00| 2.15000 645.00| MULCHED SEEDING, R | | | 0027 621-06574 38.000 SYS | 31.70000 1204.60| 31.72000 1205.36| SODDING | | | 0028 702-04433 2.000 EACH | 85.00000 170.00| 300.00000 600.00| FLOOR DRAIN, PVC, 6 IN. | | | 0029 702-51005 52.000 CYS | 600.00000 31200.00| 650.00000 33800.00| CONCRETE, A, SUBSTRUCTURE | | | 0030 703-51032 12600.000 LBS | 1.20000 15120.00| 1.20000 15120.00| REINFORCING STEEL, EPOXY COATED | | | 0031 704-51001 94.200 CYS | 750.00000 70650.00| 950.00000 89490.00| CONCRETE, A, IN SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH | 1800.00000 7200.00| 1800.00000 7200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 550 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 414,771.95 ROUTE : SR 25 CALL ORDER : 550 CONTRACT ID : B -27923-A COUNTIES : KOSCIUSKO LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1057237 |( ) |PIONEER ASSOCIATES, INC. |R L MCCOY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 706-51025 62.000 LFT | 90.00000 5580.00| 65.00000 4030.00| CONCRETE, C, RAILING | | | 0034 709-51821 LUMP | 1370.00000 1370.00| 1570.00000 1570.00| SURFACE SEAL | | | 0035 719-51390 LUMP | 1000.00000 1000.00| 1800.00000 1800.00| DRAIN PIPE, STEEL, 4 IN. | | | 0036 801-04308 6.000 EACH | 230.00000 1380.00| 230.00000 1380.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06625 21.000 EACH | 75.00000 1575.00| 75.00000 1575.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 18.000 EACH | 100.00000 1800.00| 105.00000 1890.00| CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0040 801-07118 72.000 LFT | 9.20000 662.40| 9.20000 662.40| BARRICADE, III-A | | | 0041 808-06713 888.000 LFT | 0.35000 310.80| 0.33000 293.04| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 888.000 LFT | 0.35000 310.80| 0.33000 293.04| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-75996 12.000 EACH | 16.00000 192.00| 20.00000 240.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 12.000 EACH | 60.00000 720.00| 60.00000 720.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 343,283.60| $ 428,617.72| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 343,283.60| $ 428,617.72| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-0740607 SMALL WILSON CONTRACTORS LLC $ 623,400.35 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 630,042.42 101.0655% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 667,218.18 107.0288% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 709,156.69 113.7562% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 774,000.00 124.1578% ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-1673827 |( 3 ) 35-1618530 |SMALL WILSON CONTRACTORS LLC |HENDERSON, H.E., 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 | 5300.00000 5300.00| 12673.00000 12673.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1600.00000 14400.00| 1489.24000 13403.16| 1500.00000 13500.00 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 | 31000.00000 31000.00| 23127.50000 23127.50| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9000.00000 9000.00| 8012.00000 8012.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 27.000 SYS | 38.00000 1026.00| 13.17000 355.59| 40.00000 1080.00 PAVEMENT REMOVAL | | | 0008 202-02241 546.000 LFT | 1.05000 573.30| 1.75000 955.50| 1.00000 546.00 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 40000.00000 40000.00| 20927.00000 20927.00| 41000.00000 41000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-96133 24.000 LFT | 4.65000 111.60| 7.42000 178.08| 20.00000 480.00 PIPE, REMOVE | | | 0011 203-02000 1349.000 CYS | 11.25000 15176.25| 8.77000 11830.73| 15.00000 20235.00 EXCAVATION, COMMON | | | 0012 203-02070 227.000 CYS | 11.25000 2553.75| 25.09000 5695.43| 10.00000 2270.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-1673827 |( 3 ) 35-1618530 |SMALL WILSON CONTRACTORS LLC |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-51223 27.000 CYS | 5.50000 148.50| 9.13000 246.51| 20.00000 540.00 EXCAVATION, WATERWAY | | | 0014 205-03371 50.000 CYS | 6.00000 300.00| 14.25000 712.50| 20.00000 1000.00 SEDIMENT, REMOVE | | | 0015 205-06931 6.000 TON | 25.00000 150.00| 171.08000 1026.48| 80.00000 480.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 2.000 EACH | 345.00000 690.00| 342.30000 684.60| 350.00000 700.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06936 18.000 TON | 22.00000 396.00| 100.45000 1808.10| 40.00000 720.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 280.000 LFT | 3.00000 840.00| 2.92000 817.60| 3.00000 840.00 TEMPORARY SILT FENCE | | | 0019 206-93520 480.000 SFT | 30.00000 14400.00| 8.70000 4176.00| 30.00000 14400.00 TEMPORARY SHEET PILING | | | 0020 207-08263 1701.000 SYS | 7.70000 13097.70| 11.62000 19765.62| 5.00000 8505.00 SUBGRADE TREATMENT, TYPE IA | | | 0021 210-07739 1.000 EACH | 210.00000 210.00| 611.70000 611.70| 1500.00000 1500.00 TEMPORARY CONCRETE WASHOUT FACILITY | | | 0022 211-07454 846.000 CYS | 22.00000 18612.00| 24.31000 20566.26| 30.00000 25380.00 STRUCTURE BACKFILL | | | 0023 301-07448 1280.000 TON | 15.00000 19200.00| 18.65000 23872.00| 18.00000 23040.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-01180 98.000 TON | 15.00000 1470.00| 29.40000 2881.20| 28.00000 2744.00 COMPACTED AGGREGATE, NO. 53 | | | 0025 304-07493 301.000 TON | 46.70000 14056.70| 55.39000 16672.39| 40.00000 12040.00 WIDENING WITH HMA, TYPE B | | | 0026 306-08033 1488.000 SYS | 2.85000 4240.80| 4.29000 6383.52| 4.00000 5952.00 MILLING, ASPHALT, 1 IN. | | | 0027 306-08043 667.000 SYS | 1.70000 1133.90| 2.93000 1954.31| 4.00000 2668.00 MILLING, TRANSITION | | | 0028 402-07433 50.000 TON | 55.40000 2770.00| 55.41000 2770.50| 54.00000 2700.00 HMA SURFACE, TYPE B | | | 0029 402-07434 200.000 TON | 61.50000 12300.00| 63.72000 12744.00| 60.00000 12000.00 HMA SURFACE, TYPE C | | | 0030 402-07438 100.000 TON | 54.35000 5435.00| 54.33000 5433.00| 53.00000 5300.00 HMA INTERMEDIATE, TYPE B | | | 0031 402-07439 250.000 TON | 57.15000 14287.50| 58.88000 14720.00| 56.00000 14000.00 HMA INTERMEDIATE, TYPE C | | | 0032 402-07441 250.000 TON | 46.45000 11612.50| 48.20000 12050.00| 46.00000 11500.00 HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-1673827 |( 3 ) 35-1618530 |SMALL WILSON CONTRACTORS LLC |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 402-07442 100.000 TON | 57.15000 5715.00| 59.42000 5942.00| 57.00000 5700.00 HMA BASE, TYPE C | | | 0034 404-05511 1134.000 SYS | 3.10000 3515.40| 3.46000 3923.64| 3.00000 3402.00 SEAL COAT, 2 | | | 0035 406-05521 3867.000 SYS | 0.05000 193.35| 0.05000 193.35| 0.10000 386.70 ASPHALT FOR TACK COAT | | | 0036 601-01846 1.000 EACH | 1785.00000 1785.00| 1785.00000 1785.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-02206 144.000 LFT | 11.00000 1584.00| 11.03000 1588.32| 11.00000 1584.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0038 601-02207 2.000 EACH | 60.00000 120.00| 57.75000 115.50| 60.00000 120.00 TEMPORARY GUARD RAIL TRANSITION, VH, 6 | | | FT. 3 IN. SPACING | | | 0039 601-06854 2.000 EACH | 2850.00000 5700.00| 2835.00000 5670.00| 2750.00000 5500.00 GUARDRAIL, W-BEAM, NESTED | | | 0040 601-06946 4.000 EACH | 265.00000 1060.00| 262.50000 1050.00| 275.00000 1100.00 GUARDRAIL POST, NESTED, MODIFIED | | | 0041 601-07024 4.000 EACH | 6200.00000 24800.00| 6195.00000 24780.00| 6000.00000 24000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0042 601-94689 3.000 EACH | 2200.00000 6600.00| 2205.00000 6615.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-97080 2.000 EACH | 2000.00000 4000.00| 1995.00000 3990.00| 2000.00000 4000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 550.000 LFT | 13.90000 7645.00| 13.91000 7650.50| 14.00000 7700.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 605-06120 106.000 LFT | 12.50000 1325.00| 26.43000 2801.58| 20.00000 2120.00 CURB, CONCRETE | | | 0046 605-94811 1.000 EACH | 2700.00000 2700.00| 1275.00000 1275.00| 2000.00000 2000.00 CURB TURNOUT | | | 0047 610-07487 3.000 TON | 295.00000 885.00| 342.09000 1026.27| 300.00000 900.00 HMA FOR APPROACHES, TYPE B | | | 0048 611-05330 34.000 SYS | 43.00000 1462.00| 74.85000 2544.90| 45.00000 1530.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0049 611-06497 1.000 EACH | 185.00000 185.00| 183.75000 183.75| 190.00000 190.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 13.000 EACH | 107.00000 1391.00| 107.10000 1392.30| 110.00000 1430.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-1673827 |( 3 ) 35-1618530 |SMALL WILSON CONTRACTORS LLC |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 615-06505 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00 MONUMENT, B | | | 0052 616-02320 890.000 SYS | 1.90000 1691.00| 2.42000 2153.80| 2.00000 1780.00 GEOTEXTILES | | | 0053 616-05688 747.000 TON | 19.30000 14417.10| 22.81000 17039.07| 20.00000 14940.00 RIPRAP, CLASS 1 | | | 0054 616-06451 224.000 TON | 20.10000 4502.40| 22.74000 5093.76| 20.00000 4480.00 RIPRAP, UNIFORM | | | 0055 621-01004 2.000 EACH | 720.00000 1440.00| 719.25000 1438.50| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 0.600 TON | 380.00000 228.00| 378.00000 226.80| 400.00000 240.00 FERTILIZER | | | 0057 621-06553 839.000 LBS | 2.00000 1678.00| 2.02000 1694.78| 2.00000 1678.00 SEED MIXTURE, R | | | 0058 621-06557 138.000 LBS | 2.00000 276.00| 2.01000 277.38| 2.00000 276.00 SEED MIXTURE, T | | | 0059 621-06565 3.300 TON | 465.00000 1534.50| 462.00000 1524.60| 450.00000 1485.00 MULCHING MATERIAL | | | 0060 621-06567 0.080 MG | 1.05000 0.08| 1.05000 0.08| 1.00000 0.08 WATER | | | 0061 621-06574 19.000 SYS | 14.00000 266.00| 13.85000 263.15| 15.00000 285.00 SODDING | | | 0062 621-06575 132.000 SYS | 14.00000 1848.00| 13.85000 1828.20| 15.00000 1980.00 SODDING, NURSERY | | | 0063 622-52436 2.000 EACH | 60.00000 120.00| 57.75000 115.50| 60.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0064 622-91786 55.000 EACH | 7.35000 404.25| 7.35000 404.25| 7.00000 385.00 SEEDLING | | | 0065 715-05168 118.000 LFT | 16.00000 1888.00| 22.20000 2619.60| 30.00000 3540.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0066 715-05209 23.000 LFT | 24.50000 563.50| 27.69000 636.87| 50.00000 1150.00 PIPE, TYPE 4, CIRCULAR, 18 IN. | | | 0067 715-05212 23.000 LFT | 31.25000 718.75| 34.62000 796.26| 60.00000 1380.00 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0068 715-05428 36.000 LFT | 60.00000 2160.00| 83.66000 3011.76| 90.00000 3240.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0069 720-45115 1.000 EACH | 1340.00000 1340.00| 1404.70000 1404.70| 1500.00000 1500.00 INLET, A8, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-1673827 |( 3 ) 35-1618530 |SMALL WILSON CONTRACTORS LLC |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 720-45251 1.000 EACH | 1440.00000 1440.00| 1446.70000 1446.70| 1200.00000 1200.00 CATCH BASIN, K10, MODIFIED | | | 0071 722-51401 638.000 SFT | 24.45000 15599.10| 7.87000 5021.06| 60.00000 38280.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0072 723-06660 25.000 SYS | 1200.00000 30000.00| 1942.66000 48566.50| 1500.00000 37500.00 WINGWALL | | | 0073 723-08061 54.830 LFT | 2800.00000 153524.00| 2547.32000 139669.56| 2000.00000 109660.00 STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 132 IN. | | | 0074 801-01851 LUMP | 23000.00000 23000.00| 23100.00000 23100.00| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0075 801-06203 1400.000 LFT | 0.21000 294.00| 0.21000 294.00| 0.25000 350.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0076 801-06207 6760.000 LFT | 0.91000 6151.60| 0.91000 6151.60| 1.00000 6760.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0077 801-06577 24.000 LFT | 5.25000 126.00| 5.25000 126.00| 5.00000 120.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0078 801-06639 240.000 LFT | 30.00000 7200.00| 32.74000 7857.60| 30.00000 7200.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0079 801-06640 21.000 EACH | 105.00000 2205.00| 105.00000 2205.00| 110.00000 2310.00 CONSTRUCTION SIGN, A | | | 0080 801-06645 8.000 EACH | 21.00000 168.00| 21.00000 168.00| 20.00000 160.00 CONSTRUCTION SIGN, B | | | 0081 801-06646 700.000 LFT | 22.00000 15400.00| 22.78000 15946.00| 35.00000 24500.00 TEMPORARY CONCRETE BARRIER | | | 0082 801-06775 LUMP | 4200.00000 4200.00| 15234.00000 15234.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0083 801-07119 64.000 LFT | 10.50000 672.00| 10.50000 672.00| 11.00000 704.00 BARRICADE, III-B | | | 0084 802-05702 23.500 LFT | 15.25000 358.38| 15.23000 357.91| 16.00000 376.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0085 802-07060 1.000 EACH | 73.50000 73.50| 73.50000 73.50| 75.00000 75.00 SIGN, SHEET, RELOCATE | | | 0086 808-06712 338.000 LFT | 0.28000 94.64| 0.28000 94.64| 0.30000 101.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0087 808-06713 1700.000 LFT | 0.18000 306.00| 0.18000 306.00| 0.20000 340.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-1673827 |( 3 ) 35-1618530 |SMALL WILSON CONTRACTORS LLC |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 808-06714 1255.000 LFT | 0.18000 225.90| 0.18000 225.90| 0.20000 251.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0089 808-06716 1490.000 LFT | 0.26000 387.40| 0.26000 387.40| 0.30000 447.00 LINE, REMOVE | | | 0090 808-75996 20.000 EACH | 4.50000 90.00| 18.38000 367.60| 10.00000 200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 20.000 EACH | 30.00000 600.00| 30.45000 609.00| 32.00000 640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 623,400.35| $ 630,042.42| $ 667,218.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 623,400.35| $ 630,042.42| $ 667,218.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-0918397 |( ) |HARVEY, GEORGE R. & SON, INC |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 | 15000.00000 15000.00| 7600.00000 7600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 2200.00000 19800.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 35000.00000 35000.00| 38600.00000 38600.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15000.00000 15000.00| 23317.85000 23317.85| CLEARING RIGHT OF WAY | | | 0007 202-02240 27.000 SYS | 45.00000 1215.00| 75.00000 2025.00| PAVEMENT REMOVAL | | | 0008 202-02241 546.000 LFT | 1.15000 627.90| 1.00000 546.00| GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 25000.00000 25000.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0010 202-96133 24.000 LFT | 10.00000 240.00| 34.00000 816.00| PIPE, REMOVE | | | 0011 203-02000 1349.000 CYS | 15.00000 20235.00| 24.00000 32376.00| EXCAVATION, COMMON | | | 0012 203-02070 227.000 CYS | 5.00000 1135.00| 20.00000 4540.00| BORROW | | | 0013 203-51223 27.000 CYS | 10.00000 270.00| 50.00000 1350.00| EXCAVATION, WATERWAY | | | 0014 205-03371 50.000 CYS | 10.00000 500.00| 26.00000 1300.00| SEDIMENT, REMOVE | | | 0015 205-06931 6.000 TON | 30.00000 180.00| 177.00000 1062.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 2.000 EACH | 375.00000 750.00| 326.00000 652.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06936 18.000 TON | 30.00000 540.00| 75.00000 1350.00| TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 280.000 LFT | 3.50000 980.00| 2.78000 778.40| TEMPORARY SILT FENCE | | | 0019 206-93520 480.000 SFT | 27.00000 12960.00| 28.00000 13440.00| TEMPORARY SHEET PILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-0918397 |( ) |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08263 1701.000 SYS | 10.00000 17010.00| 11.00000 18711.00| SUBGRADE TREATMENT, TYPE IA | | | 0021 210-07739 1.000 EACH | 500.00000 500.00| 2000.00000 2000.00| TEMPORARY CONCRETE WASHOUT FACILITY | | | 0022 211-07454 846.000 CYS | 20.00000 16920.00| 23.00000 19458.00| STRUCTURE BACKFILL | | | 0023 301-07448 1280.000 TON | 15.00000 19200.00| 15.00000 19200.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-01180 98.000 TON | 20.00000 1960.00| 23.00000 2254.00| COMPACTED AGGREGATE, NO. 53 | | | 0025 304-07493 301.000 TON | 110.00000 33110.00| 87.00000 26187.00| WIDENING WITH HMA, TYPE B | | | 0026 306-08033 1488.000 SYS | 4.00000 5952.00| 8.60000 12796.80| MILLING, ASPHALT, 1 IN. | | | 0027 306-08043 667.000 SYS | 4.00000 2668.00| 8.60000 5736.20| MILLING, TRANSITION | | | 0028 402-07433 50.000 TON | 79.35000 3967.50| 55.00000 2750.00| HMA SURFACE, TYPE B | | | 0029 402-07434 200.000 TON | 79.35000 15870.00| 55.00000 11000.00| HMA SURFACE, TYPE C | | | 0030 402-07438 100.000 TON | 88.50000 8850.00| 61.00000 6100.00| HMA INTERMEDIATE, TYPE B | | | 0031 402-07439 250.000 TON | 60.00000 15000.00| 41.00000 10250.00| HMA INTERMEDIATE, TYPE C | | | 0032 402-07441 250.000 TON | 62.00000 15500.00| 43.00000 10750.00| HMA BASE, TYPE B | | | 0033 402-07442 100.000 TON | 66.70000 6670.00| 46.00000 4600.00| HMA BASE, TYPE C | | | 0034 404-05511 1134.000 SYS | 10.35000 11736.90| 7.25000 8221.50| SEAL COAT, 2 | | | 0035 406-05521 3867.000 SYS | 0.58000 2242.86| 0.35000 1353.45| ASPHALT FOR TACK COAT | | | 0036 601-01846 1.000 EACH | 1870.00000 1870.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-02206 144.000 LFT | 11.55000 1663.20| 10.50000 1512.00| TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0038 601-02207 2.000 EACH | 60.50000 121.00| 120.00000 240.00| TEMPORARY GUARD RAIL TRANSITION, VH, 6 | | | FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-0918397 |( ) |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-06854 2.000 EACH | 2970.00000 5940.00| 2700.00000 5400.00| GUARDRAIL, W-BEAM, NESTED | | | 0040 601-06946 4.000 EACH | 400.00000 1600.00| 250.00000 1000.00| GUARDRAIL POST, NESTED, MODIFIED | | | 0041 601-07024 4.000 EACH | 6490.00000 25960.00| 5900.00000 23600.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0042 601-94689 3.000 EACH | 2310.00000 6930.00| 2100.00000 6300.00| GUARDRAIL END TREATMENT, OS | | | 0043 601-97080 2.000 EACH | 2090.00000 4180.00| 1900.00000 3800.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 550.000 LFT | 14.60000 8030.00| 13.25000 7287.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 605-06120 106.000 LFT | 20.00000 2120.00| 43.00000 4558.00| CURB, CONCRETE | | | 0046 605-94811 1.000 EACH | 400.00000 400.00| 1300.00000 1300.00| CURB TURNOUT | | | 0047 610-07487 3.000 TON | 620.00000 1860.00| 450.00000 1350.00| HMA FOR APPROACHES, TYPE B | | | 0048 611-05330 34.000 SYS | 40.00000 1360.00| 90.00000 3060.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0049 611-06497 1.000 EACH | 200.00000 200.00| 175.00000 175.00| MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 13.000 EACH | 112.00000 1456.00| 102.00000 1326.00| RIGHT OF WAY MARKER | | | 0051 615-06505 2.000 EACH | 550.00000 1100.00| 500.00000 1000.00| MONUMENT, B | | | 0052 616-02320 890.000 SYS | 3.00000 2670.00| 2.25000 2002.50| GEOTEXTILES | | | 0053 616-05688 747.000 TON | 30.00000 22410.00| 38.00000 28386.00| RIPRAP, CLASS 1 | | | 0054 616-06451 224.000 TON | 25.00000 5600.00| 31.00000 6944.00| RIPRAP, UNIFORM | | | 0055 621-01004 2.000 EACH | 790.00000 1580.00| 685.00000 1370.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 0.600 TON | 415.00000 249.00| 360.00000 216.00| FERTILIZER | | | 0057 621-06553 839.000 LBS | 2.20000 1845.80| 1.92000 1610.88| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-0918397 |( ) |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 621-06557 138.000 LBS | 2.20000 303.60| 1.91000 263.58| SEED MIXTURE, T | | | 0059 621-06565 3.300 TON | 506.00000 1669.80| 440.00000 1452.00| MULCHING MATERIAL | | | 0060 621-06567 0.080 MG | 10.00000 0.80| 1.00000 0.08| WATER | | | 0061 621-06574 19.000 SYS | 15.20000 288.80| 13.20000 250.80| SODDING | | | 0062 621-06575 132.000 SYS | 15.20000 2006.40| 13.20000 1742.40| SODDING, NURSERY | | | 0063 622-52436 2.000 EACH | 63.25000 126.50| 55.00000 110.00| SIGN, DO NOT MOW OR SPRAY | | | 0064 622-91786 55.000 EACH | 8.00000 440.00| 7.00000 385.00| SEEDLING | | | 0065 715-05168 118.000 LFT | 30.00000 3540.00| 24.00000 2832.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0066 715-05209 23.000 LFT | 30.00000 690.00| 48.00000 1104.00| PIPE, TYPE 4, CIRCULAR, 18 IN. | | | 0067 715-05212 23.000 LFT | 75.00000 1725.00| 76.00000 1748.00| PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0068 715-05428 36.000 LFT | 120.00000 4320.00| 150.00000 5400.00| PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0069 720-45115 1.000 EACH | 1200.00000 1200.00| 1650.00000 1650.00| INLET, A8, MODIFIED | | | 0070 720-45251 1.000 EACH | 1500.00000 1500.00| 1570.00000 1570.00| CATCH BASIN, K10, MODIFIED | | | 0071 722-51401 638.000 SFT | 50.00000 31900.00| 30.00000 19140.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0072 723-06660 25.000 SYS | 1800.00000 45000.00| 1800.00000 45000.00| WINGWALL | | | 0073 723-08061 54.830 LFT | 1800.00000 98694.00| 3100.00000 169973.00| STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 132 IN. | | | 0074 801-01851 LUMP | 26000.00000 26000.00| 25500.00000 25500.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0075 801-06203 1400.000 LFT | 0.24000 336.00| 0.20000 280.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0076 801-06207 6760.000 LFT | 1.00000 6760.00| 0.87000 5881.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 560 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 840,099.15 ROUTE : US 231 CALL ORDER : 560 CONTRACT ID : B -27985-A COUNTIES : PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-0918397 |( ) |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 801-06577 24.000 LFT | 5.75000 138.00| 5.00000 120.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0078 801-06639 240.000 LFT | 73.25000 17580.00| 60.00000 14400.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0079 801-06640 21.000 EACH | 115.00000 2415.00| 100.00000 2100.00| CONSTRUCTION SIGN, A | | | 0080 801-06645 8.000 EACH | 23.00000 184.00| 20.00000 160.00| CONSTRUCTION SIGN, B | | | 0081 801-06646 700.000 LFT | 25.00000 17500.00| 36.00000 25200.00| TEMPORARY CONCRETE BARRIER | | | 0082 801-06775 LUMP | 22000.00000 22000.00| 4500.00000 4500.00| MAINTAINING TRAFFIC | | | 0083 801-07119 64.000 LFT | 11.50000 736.00| 10.00000 640.00| BARRICADE, III-B | | | 0084 802-05702 23.500 LFT | 16.50000 387.75| 14.50000 340.75| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0085 802-07060 1.000 EACH | 80.00000 80.00| 300.00000 300.00| SIGN, SHEET, RELOCATE | | | 0086 808-06712 338.000 LFT | 0.31000 104.78| 0.27000 91.26| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0087 808-06713 1700.000 LFT | 0.20000 340.00| 0.17000 289.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0088 808-06714 1255.000 LFT | 0.20000 251.00| 0.17000 213.35| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0089 808-06716 1490.000 LFT | 0.29000 432.10| 0.25000 372.50| LINE, REMOVE | | | 0090 808-75996 20.000 EACH | 20.00000 400.00| 17.50000 350.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 20.000 EACH | 33.50000 670.00| 29.00000 580.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 709,156.69| $ 774,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 709,156.69| $ 774,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 566 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 566 CONTRACT ID : B -28051-B COUNTIES : GRANT LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 313,185.95 100.0000% 2 35-1057237 R L MCCOY INC CONDITIONAL BID $ 314,441.93 100.4010% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 806,396.83 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28065-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 694,702.66 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 869,248.22 125.1252% 3 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 951,135.36 136.9126% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION 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| 9000.00000 9000.00| 19190.00000 19190.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1800.00000 21600.00| 2500.00000 30000.00| 1010.00000 12120.00 FIELD OFFICE, A | | | 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 | 35000.00000 35000.00| 43000.00000 43000.00| 41580.00000 41580.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 132.000 LFT | 4.00000 528.00| 4.00000 528.00| 3.05000 402.60 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP | 112997.64000 112997.64| 125000.00000 125000.00| 61626.00000 61626.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2604.000 CYS | 11.00000 28644.00| 9.00000 23436.00| 22.10000 57548.40 EXCAVATION, COMMON | | | 0009 203-02070 4120.000 CYS | 1.00000 4120.00| 24.00000 98880.00| 28.57000 117708.40 BORROW | | | 0010 203-51223 816.000 CYS | 20.00000 16320.00| 15.00000 12240.00| 20.80000 16972.80 EXCAVATION, WATERWAY | | | 0011 205-06931 18.000 TON | 100.00000 1800.00| 55.00000 990.00| 63.50000 1143.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06937 2381.000 LFT | 1.26000 3000.06| 1.26000 3000.06| 1.26000 3000.06 TEMPORARY SILT FENCE | | | 0013 206-51220 224.000 CYS | 8.00000 1792.00| 18.00000 4032.00| 225.00000 50400.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 806,396.83 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28065-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 206-51225 134.000 CYS | 5.00000 670.00| 14.00000 1876.00| 10.45000 1400.30 EXCAVATION, DRY | | | 0015 211-07454 179.000 CYS | 10.00000 1790.00| 19.00000 3401.00| 55.35000 9907.65 STRUCTURE BACKFILL | | | 0016 213-08058 7.000 CYS | 100.00000 700.00| 100.00000 700.00| 120.50000 843.50 FLOWABLE BACKFILL | | | 0017 214-07202 6613.000 SYS | 3.00000 19839.00| 3.00000 19839.00| 4.05000 26782.65 GEOGRID, I | | | 0018 301-07448 1563.000 TON | 22.00000 34386.00| 17.00000 26571.00| 21.05000 32901.15 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 30.000 CYS | 75.00000 2250.00| 35.00000 1050.00| 56.80000 1704.00 DENSE GRADED SUBBASE | | | 0020 306-08043 125.000 SYS | 10.00000 1250.00| 14.00000 1750.00| 19.85000 2481.25 MILLING, TRANSITION | | | 0021 402-07432 206.000 TON | 58.00000 11948.00| 55.00000 11330.00| 55.00000 11330.00 HMA SURFACE, TYPE A | | | 0022 402-07435 347.000 TON | 55.00000 19085.00| 38.00000 13186.00| 38.00000 13186.00 HMA INTERMEDIATE, TYPE A | | | 0023 402-07450 21.000 TON | 146.00000 3066.00| 55.00000 1155.00| 55.00000 1155.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0024 405-05518 2500.000 SYS | 0.01000 25.00| 0.01000 25.00| 0.01000 25.00 ASPHALT FOR PRIME COAT | | | 0025 406-05521 2813.000 SYS | 0.25000 703.25| 0.06000 168.78| 0.06000 168.78 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH | 1755.00000 7020.00| 1755.00000 7020.00| 1820.00000 7280.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01846 4.000 EACH | 1675.00000 6700.00| 1675.00000 6700.00| 1675.00000 6700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-99105 100.000 LFT | 15.00000 1500.00| 15.00000 1500.00| 15.00000 1500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 602-06729 6.000 EACH | 8.00000 48.00| 7.72000 46.32| 6.00000 36.00 BARRIER DELINEATOR | | | 0030 609-06257 188.000 SYS | 50.00000 9400.00| 55.00000 10340.00| 62.15000 11684.20 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0031 616-02320 4016.000 SYS | 2.50000 10040.00| 2.00000 8032.00| 2.65000 10642.40 GEOTEXTILES | | | 0032 616-06405 476.000 TON | 30.00000 14280.00| 55.00000 26180.00| 30.65000 14589.40 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 806,396.83 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28065-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-01004 1.000 EACH | 325.00000 325.00| 325.00000 325.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 3234.000 SYS | 0.55000 1778.70| 0.55000 1778.70| 0.55000 1778.70 MULCHED SEEDING, R | | | 0035 621-06567 2.000 MG | 5.00000 10.00| 5.00000 10.00| 5.00000 10.00 WATER | | | 0036 621-06574 367.000 SYS | 7.08000 2598.36| 7.08000 2598.36| 7.08000 2598.36 SODDING | | | 0037 701-96089 1240.000 LFT | 35.00000 43400.00| 38.00000 47120.00| 40.35000 50034.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0038 702-51005 61.900 CYS | 650.00000 40235.00| 400.00000 24760.00| 495.00000 30640.50 CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51015 9.000 CYS | 500.00000 4500.00| 400.00000 3600.00| 350.00000 3150.00 CONCRETE, B, FOOTINGS | | | 0040 702-90915 35.400 CYS | 550.00000 19470.00| 500.00000 17700.00| 1200.00000 42480.00 CONCRETE, A | | | 0041 703-51030 19546.000 LBS | 0.65000 12704.90| 1.00000 19546.00| 0.78000 15245.88 REINFORCING STEEL | | | 0042 703-51032 26809.000 LBS | 0.75000 20106.75| 2.00000 53618.00| 0.88000 23591.92 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 110.000 CYS | 500.00000 55000.00| 450.00000 49500.00| 650.00000 71500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-05732 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 1190.00000 4760.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0045 706-51020 6.600 CYS | 650.00000 4290.00| 650.00000 4290.00| 1000.00000 6600.00 CONCRETE, C, RAILING | | | 0046 709-51821 LUMP | 2700.00000 2700.00| 2550.00000 2550.00| 2210.00000 2210.00 SURFACE SEAL | | | 0047 715-05186 119.000 LFT | 70.00000 8330.00| 60.00000 7140.00| 107.70000 12816.30 PIPE, TYPE 3, CIRCULAR, 48 IN. | | | 0048 715-05188 122.000 LFT | 90.00000 10980.00| 85.00000 10370.00| 153.65000 18745.30 PIPE, TYPE 3, CIRCULAR, 60 IN. | | | 0049 715-08324 38.000 LFT | 75.00000 2850.00| 60.00000 2280.00| 140.50000 5339.00 PIPE, TYPE 1, DEFORMED, 8.5 SQ. FT. | | | 0050 715-08326 38.000 LFT | 85.00000 3230.00| 63.00000 2394.00| 125.50000 4769.00 PIPE, TYPE 1, DEFORMED, 9.8 SQ. FT. | | | 0051 715-97070 2.000 EACH | 5000.00000 10000.00| 8000.00000 16000.00| 8430.00000 16860.00 GRATED BOX END SECTION, I, 4:1, 49 IN. | | | X 32 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 570 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 806,396.83 ROUTE : CALL ORDER : 570 CONTRACT ID : B -28065-A COUNTIES : ST. JOSEPH LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |RIETH RILEY CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-97071 2.000 EACH | 5000.00000 10000.00| 9000.00000 18000.00| 9145.00000 18290.00 GRATED BOX END SECTION, I, 4:1, 53 IN. | | | X 34 IN. | | | 0053 721-43045 1.000 EACH | 20000.00000 20000.00| 35000.00000 35000.00| 29720.00000 29720.00 AUTOMATIC DRAINAGE GATE, 48 IN. | | | 0054 721-43055 1.000 EACH | 34000.00000 34000.00| 50000.00000 50000.00| 49970.86000 49970.86 AUTOMATIC DRAINAGE GATE, 60 IN. | | | 0055 801-04308 2.000 EACH | 159.00000 318.00| 159.00000 318.00| 159.00000 318.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06625 16.000 EACH | 60.00000 960.00| 60.00000 960.00| 60.00000 960.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 9.000 EACH | 75.00000 675.00| 75.00000 675.00| 75.00000 675.00 CONSTRUCTION SIGN, A | | | 0058 801-07118 48.000 LFT | 10.50000 504.00| 10.50000 504.00| 10.50000 504.00 BARRICADE, III-A | | | 0059 801-07119 24.000 LFT | 18.00000 432.00| 18.00000 432.00| 18.00000 432.00 BARRICADE, III-B | | | 0060 808-06712 300.000 LFT | 0.30000 90.00| 0.30000 90.00| 0.30000 90.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0061 808-06713 2370.000 LFT | 0.30000 711.00| 0.30000 711.00| 0.30000 711.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 694,702.66| $ 869,248.22| $ 951,135.36 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 694,702.66| $ 869,248.22| $ 951,135.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 578 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,042,449.12 ROUTE : CALL ORDER : 578 CONTRACT ID : B -28068-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 935,361.45 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,169,000.00 124.9784% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,169,960.93 125.0812% ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 16000.00000 16000.00| 16000.00000 16000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1800.00000 10800.00| 2200.00000 13200.00| 2250.00000 13500.00 FIELD OFFICE, A | | | 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 | 46000.00000 46000.00| 58450.00000 58450.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02278 1006.000 LFT | 9.00000 9054.00| 9.00000 9054.00| 7.00000 7042.00 CURB, CONCRETE, REMOVE | | | 0007 202-02279 278.000 LFT | 17.00000 4726.00| 9.00000 2502.00| 7.00000 1946.00 CURB AND GUTTER, REMOVE | | | 0008 202-51330 LUMP | 45000.00000 45000.00| 27503.00000 27503.00| 85500.00000 85500.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-52710 716.000 SYS | 8.00000 5728.00| 9.00000 6444.00| 12.00000 8592.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-74045 4.000 EACH | 65.00000 260.00| 180.00000 720.00| 62.00000 248.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0011 202-91385 6.000 EACH | 250.00000 1500.00| 660.00000 3960.00| 750.00000 4500.00 INLET, REMOVE | | | 0012 202-91840 63.000 LFT | 5.25000 330.75| 12.00000 756.00| 5.25000 330.75 FENCE, CHAIN LINK, REMOVE | | | 0013 203-02000 615.000 CYS | 25.00000 15375.00| 57.00000 35055.00| 22.00000 13530.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 578 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,042,449.12 ROUTE : CALL ORDER : 578 CONTRACT ID : B -28068-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02070 337.000 CYS | 7.00000 2359.00| 30.00000 10110.00| 21.00000 7077.00 BORROW | | | 0015 205-06937 569.000 LFT | 2.00000 1138.00| 2.00000 1138.00| 2.00000 1138.00 TEMPORARY SILT FENCE | | | 0016 207-08264 2923.000 SYS | 5.00000 14615.00| 12.00000 35076.00| 6.50000 18999.50 SUBGRADE TREATMENT, TYPE II | | | 0017 211-07454 1098.000 CYS | 33.00000 36234.00| 25.00000 27450.00| 45.00000 49410.00 STRUCTURE BACKFILL | | | 0018 301-07448 16.000 TON | 50.00000 800.00| 90.00000 1440.00| 25.00000 400.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 9.000 TON | 50.00000 450.00| 90.00000 810.00| 34.00000 306.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 306-08034 319.000 SYS | 20.00000 6380.00| 20.00000 6380.00| 15.00000 4785.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0021 402-07434 197.000 TON | 64.00000 12608.00| 64.00000 12608.00| 60.00000 11820.00 HMA SURFACE, TYPE C | | | 0022 402-07439 327.000 TON | 49.00000 16023.00| 48.00000 15696.00| 48.00000 15696.00 HMA INTERMEDIATE, TYPE C | | | 0023 402-07442 1637.000 TON | 40.00000 65480.00| 40.00000 65480.00| 40.00000 65480.00 HMA BASE, TYPE C | | | 0024 402-07452 26.000 TON | 64.00000 1664.00| 64.00000 1664.00| 48.00000 1248.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0025 406-05520 2.000 TON | 190.00000 380.00| 190.00000 380.00| 500.00000 1000.00 ASPHALT FOR TACK COAT | | | 0026 603-01159 45.000 LFT | 17.00000 765.00| 17.00000 765.00| 18.00000 810.00 FENCE, CHAIN LINK, 42 IN. | | | 0027 604-07902 93.000 SYS | 55.00000 5115.00| 110.00000 10230.00| 160.00000 14880.00 CURB RAMP, CONCRETE, H | | | 0028 604-07903 53.000 SYS | 65.00000 3445.00| 110.00000 5830.00| 115.00000 6095.00 CURB RAMP, CONCRETE, K | | | 0029 604-91531 603.000 SYS | 30.00000 18090.00| 55.00000 33165.00| 45.00000 27135.00 SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06120 118.000 LFT | 20.00000 2360.00| 36.00000 4248.00| 25.00000 2950.00 CURB, CONCRETE | | | 0031 605-06150 1425.000 LFT | 25.00000 35625.00| 24.00000 34200.00| 14.50000 20662.50 CURB AND GUTTER, C, CONCRETE | | | 0032 611-05330 201.000 SYS | 35.00000 7035.00| 75.00000 15075.00| 41.00000 8241.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 578 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,042,449.12 ROUTE : CALL ORDER : 578 CONTRACT ID : B -28068-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 611-95023 3.000 EACH | 160.00000 480.00| 165.00000 495.00| 160.00000 480.00 MAILBOX ASSEMBLY, RESET | | | 0034 616-02320 492.000 SYS | 2.25000 1107.00| 4.00000 1968.00| 4.00000 1968.00 GEOTEXTILES | | | 0035 616-05689 292.000 TON | 25.00000 7300.00| 48.00000 14016.00| 32.00000 9344.00 RIPRAP, CLASS 2 | | | 0036 621-01004 2.000 EACH | 500.00000 1000.00| 600.00000 1200.00| 485.00000 970.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.017 TON | 1200.00000 20.40| 825.00000 14.03| 1400.00000 23.80 FERTILIZER | | | 0038 621-06557 13.000 LBS | 40.00000 520.00| 7.00000 91.00| 37.00000 481.00 SEED MIXTURE, T | | | 0039 621-06560 1579.000 SYS | 0.70000 1105.30| 0.50000 789.50| 0.72000 1136.88 MULCHED SEEDING, U | | | 0040 621-06565 0.300 TON | 800.00000 240.00| 800.00000 240.00| 800.00000 240.00 MULCHING MATERIAL | | | 0041 621-06567 0.500 MG | 10.00000 5.00| 1.00000 0.50| 11.00000 5.50 WATER | | | 0042 621-06575 106.000 SYS | 22.00000 2332.00| 7.00000 742.00| 24.00000 2544.00 SODDING, NURSERY | | | 0043 703-51032 554.000 LBS | 1.50000 831.00| 3.30000 1828.20| 3.00000 1662.00 REINFORCING STEEL, EPOXY COATED | | | 0044 706-51025 42.000 LFT | 175.00000 7350.00| 450.00000 18900.00| 285.00000 11970.00 CONCRETE, C, RAILING | | | 0045 709-51821 LUMP | 700.00000 700.00| 680.00000 680.00| 750.00000 750.00 SURFACE SEAL | | | 0046 715-05148 6.000 LFT | 75.00000 450.00| 136.00000 816.00| 90.00000 540.00 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0047 715-05149 296.000 LFT | 40.00000 11840.00| 85.00000 25160.00| 42.00000 12432.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0048 715-05151 310.000 LFT | 44.00000 13640.00| 50.00000 15500.00| 44.00000 13640.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0049 715-05152 82.000 LFT | 50.00000 4100.00| 75.00000 6150.00| 47.00000 3854.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0050 715-05156 50.000 LFT | 80.00000 4000.00| 110.00000 5500.00| 72.00000 3600.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0051 715-46005 1.000 EACH | 550.00000 550.00| 260.00000 260.00| 325.00000 325.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 578 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,042,449.12 ROUTE : CALL ORDER : 578 CONTRACT ID : B -28068-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-46010 1.000 EACH | 600.00000 600.00| 270.00000 270.00| 360.00000 360.00 PIPE END SECTION, 18 IN. | | | 0053 715-46030 1.000 EACH | 850.00000 850.00| 390.00000 390.00| 750.00000 750.00 PIPE END SECTION, 30 IN. | | | 0054 715-90052 LUMP | 150000.00000 150000.00| 199000.00000 199000.00| 192000.00000 192000.00 LIFT STATION | | | 0055 720-45080 2.000 EACH | 2000.00000 4000.00| 1650.00000 3300.00| 1900.00000 3800.00 INLET, S14 | | | 0056 720-45085 5.000 EACH | 2000.00000 10000.00| 1665.00000 8325.00| 2000.00000 10000.00 INLET, T14 | | | 0057 720-45410 2.000 EACH | 2500.00000 5000.00| 2600.00000 5200.00| 2440.00000 4880.00 MANHOLE, C4 | | | 0058 720-95422 1.000 EACH | 3500.00000 3500.00| 6500.00000 6500.00| 2605.00000 2605.00 MANHOLE, J4 | | | 0059 720-98174 3.000 EACH | 2500.00000 7500.00| 2100.00000 6300.00| 2350.00000 7050.00 INLET, B15 | | | 0060 720-98555 3.000 EACH | 2600.00000 7800.00| 2250.00000 6750.00| 2335.00000 7005.00 INLET, C15 | | | 0061 723-06660 130.000 SYS | 800.00000 104000.00| 360.00000 46800.00| 630.00000 81900.00 WINGWALL | | | 0062 723-06912 105.000 LFT | 1750.00000 183750.00| 2850.00000 299250.00| 2400.00000 252000.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 96 IN. | | | 0063 728-98377 LUMP | 1700.00000 1700.00| 1620.00000 1620.00| 1700.00000 1700.00 MASONRY COATING | | | 0064 801-04308 4.000 EACH | 200.00000 800.00| 195.00000 780.00| 205.00000 820.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 17.000 EACH | 70.00000 1190.00| 65.00000 1105.00| 70.00000 1190.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 6.000 EACH | 150.00000 900.00| 125.00000 750.00| 130.00000 780.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 7.000 EACH | 45.00000 315.00| 45.00000 315.00| 50.00000 350.00 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP | 1000.00000 1000.00| 21000.00000 21000.00| 58000.00000 58000.00 MAINTAINING TRAFFIC | | | 0069 801-07118 114.000 LFT | 10.00000 1140.00| 9.75000 1111.50| 10.00000 1140.00 BARRICADE, III-A | | | 0070 801-07119 122.000 LFT | 13.00000 1586.00| 12.50000 1525.00| 13.00000 1586.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 578 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,042,449.12 ROUTE : CALL ORDER : 578 CONTRACT ID : B -28068-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 802-76025 36.000 SFT | 15.50000 558.00| 15.00000 540.00| 15.00000 540.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0072 802-76055 162.000 LFT | 10.00000 1620.00| 9.00000 1458.00| 10.00000 1620.00 SIGN POST, A | | | 0073 802-91122 11.000 EACH | 95.00000 1045.00| 290.00000 3190.00| 100.00000 1100.00 SIGN, GROUND MOUNTED, RESET | | | 0074 802-93494 32.000 LFT | 12.00000 384.00| 11.00000 352.00| 12.00000 384.00 POST, ROUND, GALVANIZED | | | 0075 808-06714 1164.000 LFT | 1.00000 1164.00| 0.98000 1140.72| 1.00000 1164.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0076 808-06726 69.000 LFT | 3.00000 207.00| 2.75000 189.75| 3.00000 207.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0077 808-75100 360.000 LFT | 1.50000 540.00| 1.38000 496.80| 1.50000 540.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | 0078 615-97797 2.000 EACH | 650.00000 1300.00| 800.00000 1600.00| 1100.00000 2200.00 PLAQUE, BRONZE , HISTORICAL MARKER | | | SECTION TOTALS | $ 935,361.45| $ 1,169,000.00| $ 1,169,960.93 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 935,361.45| $ 1,169,000.00| $ 1,169,960.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 582 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,301.00 ROUTE : I-65 CALL ORDER : 582 CONTRACT ID : B -28069-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/08/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1645115 THREE STAR PAINTING $ 255,910.00 100.0000% 2 35-1778430 SPANOS, N.I. PAINTING, INC. $ 259,589.00 101.4376% 3 35-1131315 FIVE STAR PAINTING, INC. $ 263,295.00 102.8858% 4 35-1841931 VENUS PAINTING COMPANY $ 361,601.00 141.3001% 5 35-1342917 TOM CRIST PAINTING COMPANY CONDITIONAL BID $ 377,401.00 147.4741% 6 41-1224817 ABHE & SVOBODA, INC. $ 1,363,770.00 532.9100% ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-1778430 |( 3 ) 35-1131315 |THREE STAR PAINTING |SPANOS, N.I. PAINTING, INC. |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 11300.00000 11300.00| 12500.00000 12500.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 320.00000 320.00| 3000.00000 3000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 273.00000 273.00| 3000.00000 3000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 778.00000 778.00| 3000.00000 3000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 778.00000 778.00| 3000.00000 3000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-51859 LUMP | 3840.00000 3840.00| 20000.00000 20000.00| 14741.00000 14741.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP | 3274.00000 3274.00| 18000.00000 18000.00| 14741.00000 14741.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-51859 LUMP | 9330.00000 9330.00| 30000.00000 30000.00| 24125.00000 24125.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0010 619-51859 LUMP | 9330.00000 9330.00| 30000.00000 30000.00| 24125.00000 24125.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0011 619-61000 LUMP | 37200.00000 37200.00| 25064.00000 25064.00| 29481.00000 29481.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 582 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,301.00 ROUTE : I-65 CALL ORDER : 582 CONTRACT ID : B -28069-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-1778430 |( 3 ) 35-1131315 |THREE STAR PAINTING |SPANOS, N.I. PAINTING, INC. |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 619-61000 LUMP | 43188.00000 43188.00| 20624.00000 20624.00| 29481.00000 29481.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0013 619-61000 LUMP | 66000.00000 66000.00| 40200.00000 40200.00| 48250.00000 48250.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0014 619-61000 LUMP | 66000.00000 66000.00| 40200.00000 40200.00| 48250.00000 48250.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0015 709-51821 LUMP | 320.00000 320.00| 1000.00000 1000.00| 400.00000 400.00 SURFACE SEAL , STR. NO. 1 | | | 0016 709-51821 LUMP | 273.00000 273.00| 1000.00000 1000.00| 400.00000 400.00 SURFACE SEAL , STR. NO. 2 | | | 0017 709-51821 LUMP | 778.00000 778.00| 1000.00000 1000.00| 400.00000 400.00 SURFACE SEAL , STR. NO. 3 | | | 0018 709-51821 LUMP | 778.00000 778.00| 1000.00000 1000.00| 400.00000 400.00 SURFACE SEAL , STR. NO. 4 | | | 0019 801-06775 LUMP | 320.00000 320.00| 2000.00000 2000.00| 850.00000 850.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0020 801-06775 LUMP | 273.00000 273.00| 1000.00000 1000.00| 850.00000 850.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0021 801-06775 LUMP | 778.00000 778.00| 2000.00000 2000.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0022 801-06775 LUMP | 778.00000 778.00| 2000.00000 2000.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | SECTION TOTALS | $ 255,910.00| $ 259,589.00| $ 263,295.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 255,910.00| $ 259,589.00| $ 263,295.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 582 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,301.00 ROUTE : I-65 CALL ORDER : 582 CONTRACT ID : B -28069-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1841931 |( 5 ) 35-1342917 |( 6 ) 41-1224817 |VENUS PAINTING COMPANY |TOM CRIST PAINTING COMPANY |ABHE & SVOBODA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 30000.00000 30000.00| 8000.00000 8000.00| 68180.00000 68180.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 300.00000 300.00| 15000.00000 15000.00| 107780.00000 107780.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 300.00000 300.00| 15000.00000 15000.00| 99150.00000 99150.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 300.00000 300.00| 20000.00000 20000.00| 113910.00000 113910.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 300.00000 300.00| 20000.00000 20000.00| 113910.00000 113910.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-51859 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| 67400.00000 67400.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| 61940.00000 61940.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-51859 LUMP | 10000.00000 10000.00| 30000.00000 30000.00| 92550.00000 92550.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0010 619-51859 LUMP | 10000.00000 10000.00| 30000.00000 30000.00| 92550.00000 92550.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0011 619-61000 LUMP | 72000.00000 72000.00| 30000.00000 30000.00| 94250.00000 94250.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0012 619-61000 LUMP | 72000.00000 72000.00| 30000.00000 30000.00| 86650.00000 86650.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0013 619-61000 LUMP | 72000.00000 72000.00| 60000.00000 60000.00| 129450.00000 129450.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0014 619-61000 LUMP | 72000.00000 72000.00| 60000.00000 60000.00| 129450.00000 129450.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0015 709-51821 LUMP | 300.00000 300.00| 300.00000 300.00| 4500.00000 4500.00 SURFACE SEAL , STR. NO. 1 | | | 0016 709-51821 LUMP | 300.00000 300.00| 300.00000 300.00| 4049.00000 4049.00 SURFACE SEAL , STR. NO. 2 | | | 0017 709-51821 LUMP | 300.00000 300.00| 400.00000 400.00| 3100.00000 3100.00 SURFACE SEAL , STR. NO. 3 | | | 0018 709-51821 LUMP | 300.00000 300.00| 400.00000 400.00| 3100.00000 3100.00 SURFACE SEAL , STR. NO. 4 | | | 0019 801-06775 LUMP | 300.00000 300.00| 4000.00000 4000.00| 19900.00000 19900.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 582 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,301.00 ROUTE : I-65 CALL ORDER : 582 CONTRACT ID : B -28069-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1841931 |( 5 ) 35-1342917 |( 6 ) 41-1224817 |VENUS PAINTING COMPANY |TOM CRIST PAINTING COMPANY |ABHE & SVOBODA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06775 LUMP | 300.00000 300.00| 4000.00000 4000.00| 17250.00000 17250.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0021 801-06775 LUMP | 300.00000 300.00| 5000.00000 5000.00| 27350.00000 27350.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0022 801-06775 LUMP | 300.00000 300.00| 5000.00000 5000.00| 27350.00000 27350.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | SECTION TOTALS | $ 361,601.00| $ 377,401.00| $ 1,363,770.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 361,601.00| $ 377,401.00| $ 1,363,770.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 584 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,531.00 ROUTE : I-74 CALL ORDER : 584 CONTRACT ID : B -28070-A COUNTIES : MARION SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/08/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2726271 DAGLAS, A.G. PAINTING CO CONDITIONAL BID AND NOT AWARDABLE $ 311,001.00 99.7044% 2 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID AND AWARD $ 311,923.00 100.0000% 3 35-1778430 SPANOS, N.I. PAINTING, INC. CONDITIONAL BID $ 344,001.00 110.2839% 4 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 350,996.32 112.5266% 5 41-1224817 ABHE & SVOBODA, INC. $ 1,457,770.00 467.3493% ==================================================================================================================================== |( 1 ) 36-2726271 |( 2 ) 35-1131315 |( 3 ) 35-1778430 |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. |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 PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 16000.00000 16000.00| 7000.00000 7000.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 1000.00000 1000.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-51859 LUMP | 30000.00000 30000.00| 28629.00000 28629.00| 40000.00000 40000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP | 10000.00000 10000.00| 5655.00000 5655.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP | 15000.00000 15000.00| 17968.00000 17968.00| 21000.00000 21000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP | 15000.00000 15000.00| 15945.00000 15945.00| 21000.00000 21000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0012 619-51859 LUMP | 30000.00000 30000.00| 27977.00000 27977.00| 47000.00000 47000.00 PAINT STEEL BRIDGE , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 584 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,531.00 ROUTE : I-74 CALL ORDER : 584 CONTRACT ID : B -28070-A COUNTIES : MARION SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2726271 |( 2 ) 35-1131315 |( 3 ) 35-1778430 |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 619-61000 LUMP | 50000.00000 50000.00| 57258.00000 57258.00| 44000.00000 44000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0014 619-61000 LUMP | 15000.00000 15000.00| 11311.00000 11311.00| 14000.00000 14000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0015 619-61000 LUMP | 32000.00000 32000.00| 36935.00000 36935.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0016 619-61000 LUMP | 32000.00000 32000.00| 32890.00000 32890.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0017 619-61000 LUMP | 45000.00000 45000.00| 55954.00000 55954.00| 50000.00000 50000.00 CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0018 709-51821 LUMP | 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 1 | | | 0019 709-51821 LUMP | 1000.00000 1000.00| 200.00000 200.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 2 | | | 0020 709-51821 LUMP | 1000.00000 1000.00| 400.00000 400.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 3 | | | 0021 709-51821 LUMP | 1000.00000 1000.00| 400.00000 400.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 4 | | | 0022 709-51821 LUMP | 1000.00000 1000.00| 500.00000 500.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 5 | | | 0023 801-06775 LUMP | 2000.00000 2000.00| 1800.00000 1800.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0024 801-06775 LUMP | 1000.00000 1000.00| 350.00000 350.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0025 801-06775 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0026 801-06775 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0027 801-06775 LUMP | 2000.00000 2000.00| 1750.00000 1750.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR. NO. 5 | | | SECTION TOTALS | $ 311,001.00| $ 311,923.00| $ 344,001.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 311,001.00| $ 311,923.00| $ 344,001.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 584 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,531.00 ROUTE : I-74 CALL ORDER : 584 CONTRACT ID : B -28070-A COUNTIES : MARION SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1645115 |( 5 ) 41-1224817 |( ) |THREE STAR PAINTING |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 110-01001 LUMP | 17049.50000 17049.50| 72880.00000 72880.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 518.00000 518.00| 167625.00000 167625.00| ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 213.00000 213.00| 43550.00000 43550.00| ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 527.00000 527.00| 91960.00000 91960.00| ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 490.00000 490.00| 98290.00000 98290.00| ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP | 993.00000 993.00| 136789.00000 136789.00| ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-51859 LUMP | 13705.68000 13705.68| 104820.00000 104820.00| PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP | 2549.04000 2549.04| 27255.00000 27255.00| PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP | 6323.58000 6323.58| 57450.00000 57450.00| PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP | 5882.40000 5882.40| 61460.00000 61460.00| PAINT STEEL BRIDGE , STR. NO. 4 | | | 0012 619-51859 LUMP | 11912.00000 11912.00| 86610.00000 86610.00| PAINT STEEL BRIDGE , STR. NO. 5 | | | 0013 619-61000 LUMP | 86459.45000 86459.45| 110160.00000 110160.00| CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0014 619-61000 LUMP | 28056.00000 28056.00| 38140.00000 38140.00| CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0015 619-61000 LUMP | 44792.00000 44792.00| 80400.00000 80400.00| CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0016 619-61000 LUMP | 41667.00000 41667.00| 85950.00000 85950.00| CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0017 619-61000 LUMP | 84375.67000 84375.67| 84710.00000 84710.00| CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0018 709-51821 LUMP | 518.00000 518.00| 3150.00000 3150.00| SURFACE SEAL , STR. NO. 1 | | | 0019 709-51821 LUMP | 213.00000 213.00| 925.00000 925.00| SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 584 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,531.00 ROUTE : I-74 CALL ORDER : 584 CONTRACT ID : B -28070-A COUNTIES : MARION SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1645115 |( 5 ) 41-1224817 |( ) |THREE STAR PAINTING |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 709-51821 LUMP | 527.00000 527.00| 1940.00000 1940.00| SURFACE SEAL , STR. NO. 3 | | | 0021 709-51821 LUMP | 490.00000 490.00| 2160.00000 2160.00| SURFACE SEAL , STR. NO. 4 | | | 0022 709-51821 LUMP | 993.00000 993.00| 4055.00000 4055.00| SURFACE SEAL , STR. NO. 5 | | | 0023 801-06775 LUMP | 518.00000 518.00| 30970.00000 30970.00| MAINTAINING TRAFFIC , STR. NO. 1 | | | 0024 801-06775 LUMP | 213.00000 213.00| 6780.00000 6780.00| MAINTAINING TRAFFIC , STR. NO. 2 | | | 0025 801-06775 LUMP | 527.00000 527.00| 15990.00000 15990.00| MAINTAINING TRAFFIC , STR. NO. 3 | | | 0026 801-06775 LUMP | 490.00000 490.00| 18160.00000 18160.00| MAINTAINING TRAFFIC , STR. NO. 4 | | | 0027 801-06775 LUMP | 993.00000 993.00| 25590.00000 25590.00| MAINTAINING TRAFFIC , STR. NO. 5 | | | SECTION TOTALS | $ 350,996.32| $ 1,457,770.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 350,996.32| $ 1,457,770.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 586 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,601.00 ROUTE : I-70 CALL ORDER : 586 CONTRACT ID : B -28071-A COUNTIES : HANCOCK WAYNE LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/19/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2726271 DAGLAS, A.G. PAINTING CO CONDITIONAL BID AND AWARD $ 271,501.00 100.0000% 2 35-1131315 FIVE STAR PAINTING, INC. $ 292,544.00 107.7506% 3 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 307,285.45 113.1802% 4 35-1778430 SPANOS, N.I. PAINTING, INC. CONDITIONAL BID $ 351,401.00 129.4290% 5 41-1224817 ABHE & SVOBODA, INC. $ 1,473,770.00 542.8230% ==================================================================================================================================== |( 1 ) 36-2726271 |( 2 ) 35-1131315 |( 3 ) 35-1645115 |DAGLAS, A.G. PAINTING CO |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 PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 13000.00000 13000.00| 10000.00000 10000.00| 14510.35000 14510.35 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 564.00000 564.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 1000.00000 1000.00| 500.00000 500.00| 251.00000 251.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 1000.00000 1000.00| 500.00000 500.00| 489.00000 489.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 1000.00000 1000.00| 500.00000 500.00| 284.00000 284.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 297.00000 297.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-05926 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 531.00000 531.00 ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0009 619-05926 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 343.00000 343.00 ENVIRONMENTAL CONTROL , STR. NO. 7 | | | 0010 619-51859 LUMP | 15000.00000 15000.00| 12561.00000 12561.00| 9203.00000 9203.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0011 619-51859 LUMP | 15000.00000 15000.00| 8150.00000 8150.00| 5447.00000 5447.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0012 619-51859 LUMP | 15000.00000 15000.00| 16487.00000 16487.00| 8304.00000 8304.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 586 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,601.00 ROUTE : I-70 CALL ORDER : 586 CONTRACT ID : B -28071-A COUNTIES : HANCOCK WAYNE LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2726271 |( 2 ) 35-1131315 |( 3 ) 35-1645115 |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 619-51859 LUMP | 15000.00000 15000.00| 9709.00000 9709.00| 5847.60000 5847.60 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0014 619-51859 LUMP | 15000.00000 15000.00| 10903.00000 10903.00| 5998.00000 5998.00 PAINT STEEL BRIDGE , STR. NO. 5 | | | 0015 619-51859 LUMP | 15000.00000 15000.00| 18510.00000 18510.00| 8805.00000 8805.00 PAINT STEEL BRIDGE , STR. NO. 6 | | | 0016 619-51859 LUMP | 15000.00000 15000.00| 10945.00000 10945.00| 6550.00000 6550.00 PAINT STEEL BRIDGE , STR. NO. 7 | | | 0017 619-61000 LUMP | 18000.00000 18000.00| 26121.00000 26121.00| 47933.20000 47933.20 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0018 619-61000 LUMP | 18000.00000 18000.00| 17300.00000 17300.00| 21305.25000 21305.25 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0019 619-61000 LUMP | 18000.00000 18000.00| 33973.00000 33973.00| 41542.00000 41542.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0020 619-61000 LUMP | 18000.00000 18000.00| 20417.00000 20417.00| 24144.25000 24144.25 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0021 619-61000 LUMP | 18000.00000 18000.00| 22807.00000 22807.00| 25209.30000 25209.30 CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0022 619-61000 LUMP | 28000.00000 28000.00| 38020.00000 38020.00| 45092.50000 45092.50 CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0023 619-61000 LUMP | 18000.00000 18000.00| 22890.00000 22890.00| 29116.00000 29116.00 CLEAN STEEL BRIDGE , STR. NO. 7 | | | 0024 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 564.00000 564.00 SURFACE SEAL , STR. NO. 1 | | | 0025 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 251.00000 251.00 SURFACE SEAL , STR. NO. 2 | | | 0026 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 489.00000 489.00 SURFACE SEAL , STR. NO. 3 | | | 0027 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 284.00000 284.00 SURFACE SEAL , STR. NO. 4 | | | 0028 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 297.00000 297.00 SURFACE SEAL , STR. NO. 5 | | | 0029 709-51821 LUMP | 500.00000 500.00| 500.00000 500.00| 531.00000 531.00 SURFACE SEAL , STR. NO. 6 | | | 0030 709-51821 LUMP | 500.00000 500.00| 300.00000 300.00| 343.00000 343.00 SURFACE SEAL , STR. NO. 7 | | | 0031 801-06775 LUMP | 1000.00000 1000.00| 800.00000 800.00| 564.00000 564.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0032 801-06775 LUMP | 1000.00000 1000.00| 550.00000 550.00| 251.00000 251.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 586 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,601.00 ROUTE : I-70 CALL ORDER : 586 CONTRACT ID : B -28071-A COUNTIES : HANCOCK WAYNE LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2726271 |( 2 ) 35-1131315 |( 3 ) 35-1645115 |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06775 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 489.00000 489.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0034 801-06775 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 284.00000 284.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0035 801-06775 LUMP | 1000.00000 1000.00| 700.00000 700.00| 297.00000 297.00 MAINTAINING TRAFFIC , STR. NO. 5 | | | 0036 801-06775 LUMP | 1000.00000 1000.00| 1200.00000 1200.00| 531.00000 531.00 MAINTAINING TRAFFIC , STR. NO. 6 | | | 0037 801-06775 LUMP | 1000.00000 1000.00| 700.00000 700.00| 343.00000 343.00 MAINTAINING TRAFFIC , STR. NO. 7 | | | SECTION TOTALS | $ 271,501.00| $ 292,544.00| $ 307,285.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 271,501.00| $ 292,544.00| $ 307,285.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 586 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,601.00 ROUTE : I-70 CALL ORDER : 586 CONTRACT ID : B -28071-A COUNTIES : HANCOCK WAYNE LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1778430 |( 5 ) 41-1224817 |( ) |SPANOS, N.I. PAINTING, INC. |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 110-01001 LUMP | 18000.00000 18000.00| 73680.00000 73680.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP | 2000.00000 2000.00| 69960.00000 69960.00| ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP | 2000.00000 2000.00| 56160.00000 56160.00| ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP | 2000.00000 2000.00| 59190.00000 59190.00| ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP | 2000.00000 2000.00| 59600.00000 59600.00| ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP | 2000.00000 2000.00| 69920.00000 69920.00| ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-05926 LUMP | 2000.00000 2000.00| 85640.00000 85640.00| ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0009 619-05926 LUMP | 2000.00000 2000.00| 73355.00000 73355.00| ENVIRONMENTAL CONTROL , STR. NO. 7 | | | 0010 619-51859 LUMP | 20000.00000 20000.00| 59055.00000 59055.00| PAINT STEEL BRIDGE , STR. NO. 1 | | | 0011 619-51859 LUMP | 12900.00000 12900.00| 35150.00000 35150.00| PAINT STEEL BRIDGE , STR. NO. 2 | | | 0012 619-51859 LUMP | 24750.00000 24750.00| 52330.00000 52330.00| PAINT STEEL BRIDGE , STR. NO. 3 | | | 0013 619-51859 LUMP | 15000.00000 15000.00| 37300.00000 37300.00| PAINT STEEL BRIDGE , STR. NO. 4 | | | 0014 619-51859 LUMP | 16000.00000 16000.00| 43755.00000 43755.00| PAINT STEEL BRIDGE , STR. NO. 5 | | | 0015 619-51859 LUMP | 24000.00000 24000.00| 68910.00000 68910.00| PAINT STEEL BRIDGE , STR. NO. 6 | | | 0016 619-51859 LUMP | 16000.00000 16000.00| 45910.00000 45910.00| PAINT STEEL BRIDGE , STR. NO. 7 | | | 0017 619-61000 LUMP | 25750.00000 25750.00| 82244.00000 82244.00| CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0018 619-61000 LUMP | 20000.00000 20000.00| 49185.00000 49185.00| CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0019 619-61000 LUMP | 30000.00000 30000.00| 73220.00000 73220.00| CLEAN STEEL BRIDGE , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 586 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,601.00 ROUTE : I-70 CALL ORDER : 586 CONTRACT ID : B -28071-A COUNTIES : HANCOCK WAYNE LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1778430 |( 5 ) 41-1224817 |( ) |SPANOS, N.I. PAINTING, INC. |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 619-61000 LUMP | 20000.00000 20000.00| 52200.00000 52200.00| CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0021 619-61000 LUMP | 20000.00000 20000.00| 61230.00000 61230.00| CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0022 619-61000 LUMP | 40000.00000 40000.00| 96370.00000 96370.00| CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0023 619-61000 LUMP | 21000.00000 21000.00| 64240.00000 64240.00| CLEAN STEEL BRIDGE , STR. NO. 7 | | | 0024 709-51821 LUMP | 1000.00000 1000.00| 1060.00000 1060.00| SURFACE SEAL , STR. NO. 1 | | | 0025 709-51821 LUMP | 1000.00000 1000.00| 2205.00000 2205.00| SURFACE SEAL , STR. NO. 2 | | | 0026 709-51821 LUMP | 1000.00000 1000.00| 2120.00000 2120.00| SURFACE SEAL , STR. NO. 3 | | | 0027 709-51821 LUMP | 1000.00000 1000.00| 2205.00000 2205.00| SURFACE SEAL , STR. NO. 4 | | | 0028 709-51821 LUMP | 1000.00000 1000.00| 2030.00000 2030.00| SURFACE SEAL , STR. NO. 5 | | | 0029 709-51821 LUMP | 1000.00000 1000.00| 2115.00000 2115.00| SURFACE SEAL , STR. NO. 6 | | | 0030 709-51821 LUMP | 1000.00000 1000.00| 1765.00000 1765.00| SURFACE SEAL , STR. NO. 7 | | | 0031 801-06775 LUMP | 1000.00000 1000.00| 16435.00000 16435.00| MAINTAINING TRAFFIC , STR. NO. 1 | | | 0032 801-06775 LUMP | 1000.00000 1000.00| 8740.00000 8740.00| MAINTAINING TRAFFIC , STR. NO. 2 | | | 0033 801-06775 LUMP | 1000.00000 1000.00| 14565.00000 14565.00| MAINTAINING TRAFFIC , STR. NO. 3 | | | 0034 801-06775 LUMP | 1000.00000 1000.00| 9275.00000 9275.00| MAINTAINING TRAFFIC , STR. NO. 4 | | | 0035 801-06775 LUMP | 1000.00000 1000.00| 10880.00000 10880.00| MAINTAINING TRAFFIC , STR. NO. 5 | | | 0036 801-06775 LUMP | 1000.00000 1000.00| 20360.00000 20360.00| MAINTAINING TRAFFIC , STR. NO. 6 | | | 0037 801-06775 LUMP | 1000.00000 1000.00| 11410.00000 11410.00| MAINTAINING TRAFFIC , STR. NO. 7 | | | SECTION TOTALS | $ 351,401.00| $ 1,473,770.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 351,401.00| $ 1,473,770.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,031.73 ROUTE : CR 104 CALL ORDER : 590 CONTRACT ID : B -28074-A COUNTIES : PERRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 684,003.47 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 731,844.50 106.9943% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 734,237.17 107.3441% 4 35-1878024 RAGLE, INC. $ 737,624.81 107.8393% 5 35-0626844 RUDOLPH, J.H. & CO $ 776,420.75 113.5112% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 884,899.51 129.3706% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1009310 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |DEIG BROTHERS LUMBER & CONSTR 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 | 12000.00000 12000.00| 12000.00000 12000.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1500.00000 13500.00| 1400.00000 12600.00| 1960.00000 17640.00 FIELD OFFICE, A | | | 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 | 33000.00000 33000.00| 36000.00000 36000.00| 36500.00000 36500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| 12500.00000 12500.00| 14350.00000 14350.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 65000.00000 65000.00| 35000.00000 35000.00| 27900.00000 27900.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 7458.000 m3 | 8.50000 63393.00| 9.00000 67122.00| 9.20000 68613.60 EXCAVATION, COMMON | | | 0009 205-03371 127.000 m3 | 8.00000 1016.00| 9.00000 1143.00| 8.60000 1092.20 SEDIMENT REMOVE | | | 0010 205-06931 16.560 Mg | 34.00000 563.04| 35.00000 579.60| 36.00000 596.16 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 70.560 Mg | 24.00000 1693.44| 25.00000 1764.00| 26.00000 1834.56 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,031.73 ROUTE : CR 104 CALL ORDER : 590 CONTRACT ID : B -28074-A COUNTIES : PERRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1009310 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06937 331.000 m | 4.85000 1605.35| 5.50000 1820.50| 5.40000 1787.40 TEMPORARY SILT FENCE | | | 0013 206-51215 60.000 m3 | 180.00000 10800.00| 130.00000 7800.00| 113.00000 6780.00 EXCAVATION, X | | | 0014 206-51230 509.000 m3 | 37.00000 18833.00| 35.00000 17815.00| 91.00000 46319.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-08267 1491.300 m2 | 6.60000 9842.58| 7.00000 10439.10| 7.20000 10737.36 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-06467 46.800 m3 | 75.00000 3510.00| 65.00000 3042.00| 38.50000 1801.80 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 2.400 m3 | 162.00000 388.80| 165.00000 396.00| 175.00000 420.00 STRUCTURE BACKFILL | | | 0018 301-07448 765.100 Mg | 20.00000 15302.00| 21.00000 16067.10| 21.40000 16373.14 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 7.900 m3 | 90.00000 711.00| 175.00000 1382.50| 21.80000 172.22 DENSE GRADED SUBBASE | | | 0020 303-07449 444.800 Mg | 20.00000 8896.00| 21.00000 9340.80| 21.40000 9518.72 COMPACTED AGGREGATE, NO. 73 | | | 0021 601-06037 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| 680.00000 2720.00 GUARDRAIL END TREATMENT, I | | | 0022 601-06374 4.000 EACH | 670.00000 2680.00| 670.00000 2680.00| 850.00000 3400.00 GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-99105 112.400 m | 48.40000 5440.16| 49.00000 5507.60| 75.20000 8452.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 10.000 EACH | 7.00000 70.00| 7.00000 70.00| 17.00000 170.00 BARRIER DELINEATOR | | | 0025 603-06042 150.000 m | 14.00000 2100.00| 14.00000 2100.00| 33.10000 4965.00 FENCE, BARBED WIRE, 1220 mm | | | 0026 609-06257 112.800 m2 | 65.00000 7332.00| 85.00000 9588.00| 71.20000 8031.36 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 615-06490 16.000 EACH | 123.00000 1968.00| 125.00000 2000.00| 102.00000 1632.00 RIGHT OF WAY MARKER | | | 0028 616-02320 1319.000 m2 | 2.00000 2638.00| 2.50000 3297.50| 2.70000 3561.30 GEOTEXTILES | | | 0029 616-06405 594.200 Mg | 22.00000 13072.40| 25.00000 14855.00| 29.70000 17647.74 RIPRAP, REVETMENT | | | 0030 616-06451 264.600 Mg | 29.00000 7673.40| 30.00000 7938.00| 31.00000 8202.60 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 590 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,031.73 ROUTE : CR 104 CALL ORDER : 590 CONTRACT ID : B -28074-A COUNTIES : PERRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1009310 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-01004 2.000 EACH | 615.00000 1230.00| 500.00000 1000.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 0.630 Mg | 750.00000 472.50| 450.00000 283.50| 790.00000 497.70 FERTILIZER | | | 0033 621-06548 3.400 kg | 65.00000 221.00| 25.00000 85.00| 69.00000 234.60 SEED MIXTURE, CV | | | 0034 621-06553 66.700 kg | 6.35000 423.55| 10.00000 667.00| 6.80000 453.56 SEED MIXTURE, R | | | 0035 621-06557 57.800 kg | 5.00000 289.00| 8.00000 462.40| 5.50000 317.90 SEED MIXTURE, T | | | 0036 621-06565 3.200 Mg | 465.00000 1488.00| 300.00000 960.00| 530.00000 1696.00 MULCHING MATERIAL | | | 0037 621-06567 114.000 kL | 5.00000 570.00| 1.00000 114.00| 1.00000 114.00 WATER | | | 0038 621-06574 576.000 m2 | 3.45000 1987.20| 4.50000 2592.00| 5.10000 2937.60 SODDING | | | 0039 622-52436 2.000 EACH | 31.00000 62.00| 25.00000 50.00| 42.00000 84.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 50.000 EACH | 14.50000 725.00| 5.00000 250.00| 22.00000 1100.00 SEEDLING | | | 0041 702-51005 144.500 m3 | 550.00000 79475.00| 700.00000 101150.00| 586.00000 84677.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51015 59.800 m3 | 475.00000 28405.00| 600.00000 35880.00| 672.00000 40185.60 CONCRETE, B, FOOTINGS | | | 0043 703-51030 17289.000 kg | 1.45000 25069.05| 1.90000 32849.10| 1.65000 28526.85 REINFORCING STEEL | | | 0044 703-51032 23828.000 kg | 1.55000 36933.40| 2.10000 50038.80| 1.95000 46464.60 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 109.700 m3 | 650.00000 71305.00| 760.00000 83372.00| 643.00000 70537.10 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-06344 40.010 m | 170.00000 6801.70| 200.00000 8002.00| 232.00000 9282.32 RAILING, TS-1 | | | 0047 707-05983 205.000 m | 500.00000 102500.00| 500.00000 102500.00| 457.00000 93685.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0048 709-51821 LUMP | 2280.00000 2280.00| 2300.00000 2300.00| 3600.00000 3600.00 SURFACE SEAL | | | 0049 715-05171 12.500 m | 67.00000 837.50| 70.00000 875.00| 71.00000 887.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 590 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,031.73 ROUTE : CR 104 CALL ORDER : 590 CONTRACT ID : B -28074-A COUNTIES : PERRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1009310 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 715-05407 38.000 m | 20.00000 760.00| 50.00000 1900.00| 23.00000 874.00 PIPE, END BENT DRAIN, 150 mm | | | 0051 715-46010 2.000 EACH | 245.00000 490.00| 250.00000 500.00| 290.00000 580.00 PIPE END SECTION, 450 mm | | | 0052 801-04308 4.000 EACH | 250.00000 1000.00| 425.00000 1700.00| 420.00000 1680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06640 10.000 EACH | 125.00000 1250.00| 150.00000 1500.00| 145.00000 1450.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 14.400 m | 45.00000 648.00| 85.00000 1224.00| 89.00000 1281.60 BARRICADE, III-A | | | 0056 801-07119 14.400 m | 66.00000 950.40| 100.00000 1440.00| 109.00000 1569.60 BARRICADE, III-B | | | SECTION TOTALS | $ 684,003.47| $ 731,844.50| $ 734,237.17 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 684,003.47| $ 731,844.50| $ 734,237.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 590 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,031.73 ROUTE : CR 104 CALL ORDER : 590 CONTRACT ID : B -28074-A COUNTIES : PERRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-0626844 |( 6 ) 35-1364963 |RAGLE, INC. |RUDOLPH, J.H. & CO |ERBER & MILLIGAN CONSTR. 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 | 8500.00000 8500.00| 12000.00000 12000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1000.00000 9000.00| 1850.00000 16650.00| 1200.00000 10800.00 FIELD OFFICE, A | | | 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 | 36000.00000 36000.00| 50000.00000 50000.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 18000.00000 18000.00| 15000.00000 15000.00| 13500.00000 13500.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 65000.00000 65000.00| 100000.00000 100000.00| 140000.00000 140000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 7458.000 m3 | 6.50000 48477.00| 9.30000 69359.40| 9.50000 70851.00 EXCAVATION, COMMON | | | 0009 205-03371 127.000 m3 | 3.50000 444.50| 8.00000 1016.00| 10.00000 1270.00 SEDIMENT REMOVE | | | 0010 205-06931 16.560 Mg | 30.00000 496.80| 35.00000 579.60| 38.00000 629.28 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 70.560 Mg | 30.00000 2116.80| 25.00000 1764.00| 28.00000 1975.68 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 331.000 m | 4.00000 1324.00| 5.00000 1655.00| 7.50000 2482.50 TEMPORARY SILT FENCE | | | 0013 206-51215 60.000 m3 | 250.00000 15000.00| 210.00000 12600.00| 180.00000 10800.00 EXCAVATION, X | | | 0014 206-51230 509.000 m3 | 90.00000 45810.00| 40.50000 20614.50| 50.00000 25450.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-08267 1491.300 m2 | 5.00000 7456.50| 7.00000 10439.10| 7.00000 10439.10 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-06467 46.800 m3 | 60.00000 2808.00| 60.00000 2808.00| 50.00000 2340.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 2.400 m3 | 50.00000 120.00| 180.00000 432.00| 162.00000 388.80 STRUCTURE BACKFILL | | | 0018 301-07448 765.100 Mg | 18.00000 13771.80| 19.00000 14536.90| 22.00000 16832.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 7.900 m3 | 80.00000 632.00| 92.00000 726.80| 50.00000 395.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 590 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,031.73 ROUTE : CR 104 CALL ORDER : 590 CONTRACT ID : B -28074-A COUNTIES : PERRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-0626844 |( 6 ) 35-1364963 |RAGLE, INC. |RUDOLPH, J.H. & CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 303-07449 444.800 Mg | 18.00000 8006.40| 23.50000 10452.80| 22.00000 9785.60 COMPACTED AGGREGATE, NO. 73 | | | 0021 601-06037 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| 750.00000 3000.00 GUARDRAIL END TREATMENT, I | | | 0022 601-06374 4.000 EACH | 670.00000 2680.00| 670.00000 2680.00| 700.00000 2800.00 GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-99105 112.400 m | 48.40000 5440.16| 49.00000 5507.60| 55.00000 6182.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 10.000 EACH | 7.00000 70.00| 7.00000 70.00| 10.00000 100.00 BARRIER DELINEATOR | | | 0025 603-06042 150.000 m | 14.00000 2100.00| 15.00000 2250.00| 17.50000 2625.00 FENCE, BARBED WIRE, 1220 mm | | | 0026 609-06257 112.800 m2 | 60.00000 6768.00| 98.00000 11054.40| 75.00000 8460.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 615-06490 16.000 EACH | 123.00000 1968.00| 123.00000 1968.00| 140.00000 2240.00 RIGHT OF WAY MARKER | | | 0028 616-02320 1319.000 m2 | 2.00000 2638.00| 2.50000 3297.50| 3.00000 3957.00 GEOTEXTILES | | | 0029 616-06405 594.200 Mg | 20.00000 11884.00| 22.00000 13072.40| 27.50000 16340.50 RIPRAP, REVETMENT | | | 0030 616-06451 264.600 Mg | 20.00000 5292.00| 29.00000 7673.40| 32.00000 8467.20 RIPRAP, UNIFORM | | | 0031 621-01004 2.000 EACH | 615.00000 1230.00| 615.00000 1230.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 0.630 Mg | 750.00000 472.50| 750.00000 472.50| 1000.00000 630.00 FERTILIZER | | | 0033 621-06548 3.400 kg | 65.00000 221.00| 65.00000 221.00| 75.00000 255.00 SEED MIXTURE, CV | | | 0034 621-06553 66.700 kg | 6.35000 423.55| 6.35000 423.55| 7.50000 500.25 SEED MIXTURE, R | | | 0035 621-06557 57.800 kg | 5.00000 289.00| 7.00000 404.60| 6.00000 346.80 SEED MIXTURE, T | | | 0036 621-06565 3.200 Mg | 465.00000 1488.00| 465.00000 1488.00| 500.00000 1600.00 MULCHING MATERIAL | | | 0037 621-06567 114.000 kL | 1.00000 114.00| 5.00000 570.00| 1.00000 114.00 WATER | | | 0038 621-06574 576.000 m2 | 4.00000 2304.00| 5.00000 2880.00| 5.00000 2880.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 590 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,031.73 ROUTE : CR 104 CALL ORDER : 590 CONTRACT ID : B -28074-A COUNTIES : PERRY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-0626844 |( 6 ) 35-1364963 |RAGLE, INC. |RUDOLPH, J.H. & CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 622-52436 2.000 EACH | 20.00000 40.00| 20.00000 40.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 50.000 EACH | 15.00000 750.00| 15.00000 750.00| 15.00000 750.00 SEEDLING | | | 0041 702-51005 144.500 m3 | 700.00000 101150.00| 625.00000 90312.50| 750.00000 108375.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51015 59.800 m3 | 700.00000 41860.00| 500.00000 29900.00| 750.00000 44850.00 CONCRETE, B, FOOTINGS | | | 0043 703-51030 17289.000 kg | 1.70000 29391.30| 1.55000 26797.95| 1.60000 27662.40 REINFORCING STEEL | | | 0044 703-51032 23828.000 kg | 1.80000 42890.40| 1.80000 42890.40| 1.90000 45273.20 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 109.700 m3 | 650.00000 71305.00| 770.00000 84469.00| 900.00000 98730.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-06344 40.010 m | 170.00000 6801.70| 185.00000 7401.85| 200.00000 8002.00 RAILING, TS-1 | | | 0047 707-05983 205.000 m | 500.00000 102500.00| 400.00000 82000.00| 500.00000 102500.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0048 709-51821 LUMP | 2280.00000 2280.00| 2280.00000 2280.00| 2500.00000 2500.00 SURFACE SEAL | | | 0049 715-05171 12.500 m | 120.00000 1500.00| 68.00000 850.00| 70.00000 875.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0050 715-05407 38.000 m | 20.00000 760.00| 25.00000 950.00| 17.50000 665.00 PIPE, END BENT DRAIN, 150 mm | | | 0051 715-46010 2.000 EACH | 200.00000 400.00| 246.00000 492.00| 250.00000 500.00 PIPE END SECTION, 450 mm | | | 0052 801-04308 4.000 EACH | 250.00000 1000.00| 375.00000 1500.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06640 10.000 EACH | 125.00000 1250.00| 150.00000 1500.00| 150.00000 1500.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 1000.00000 1000.00| 3500.00000 3500.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 14.400 m | 45.00000 648.00| 66.00000 950.40| 50.00000 720.00 BARRICADE, III-A | | | 0056 801-07119 14.400 m | 66.00000 950.40| 79.00000 1137.60| 70.00000 1008.00 BARRICADE, III-B | | | SECTION TOTALS | $ 737,624.81| $ 776,420.75| $ 884,899.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 737,624.81| $ 776,420.75| $ 884,899.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: ROUTE : I-70 & SR 39 CALL ORDER : 600 CONTRACT ID : B -28080-A COUNTIES : BOONE PUTNAM LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- NO BIDS RECEIVED ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 606 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-469 CALL ORDER : 606 CONTRACT ID : B -28106-B COUNTIES : ALLEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/27/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1633699 GEOTECH SERVICES INC. REJECTED $ 82,658.50 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,520.34 ROUTE : OLD US 24 CALL ORDER : 610 CONTRACT ID : B -28121-A COUNTIES : WABASH LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. CONDITIONAL BID AND AWARD $ 677,039.00 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 726,277.65 107.2726% 3 35-1057237 R L MCCOY INC $ 728,416.67 107.5886% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 748,312.55 110.5272% 5 35-1058755 BAKER & SCHULTZ, INC. $ 883,431.60 130.4846% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1386990 |( 3 ) 35-1057237 |PRIMCO, INC. |ISOM, JACK CONSTRUCTION CO |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 | 5628.00000 5628.00| 9000.00000 9000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1800.00000 16200.00| 2000.00000 18000.00| 800.00000 7200.00 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 | 33851.00000 33851.00| 35000.00000 35000.00| 36400.00000 36400.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 342.000 SYS | 20.00000 6840.00| 25.00000 8550.00| 18.00000 6156.00 PAVEMENT REMOVAL | | | 0007 202-02241 589.000 LFT | 4.00000 2356.00| 8.00000 4712.00| 5.60000 3298.40 GUARDRAIL, REMOVE | | | 0008 202-02277 1018.000 LFT | 7.50000 7635.00| 3.50000 3563.00| 8.00000 8144.00 GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP | 90685.38000 90685.38| 100000.00000 100000.00| 142000.00000 142000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 39.000 SYS | 39.00000 1521.00| 55.00000 2145.00| 20.00000 780.00 SLOPEWALL, REMOVE | | | 0011 211-06467 24.000 CYS | 75.00000 1800.00| 45.00000 1080.00| 32.00000 768.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 301-07448 128.000 TON | 35.00000 4480.00| 25.00000 3200.00| 24.00000 3072.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,520.34 ROUTE : OLD US 24 CALL ORDER : 610 CONTRACT ID : B -28121-A COUNTIES : WABASH LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1386990 |( 3 ) 35-1057237 |PRIMCO, INC. |ISOM, JACK CONSTRUCTION CO |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08043 911.000 SYS | 10.00000 9110.00| 6.00000 5466.00| 7.00000 6377.00 MILLING, TRANSITION | | | 0014 601-01522 4.000 EACH | 1700.00000 6800.00| 2075.00000 8300.00| 1700.00000 6800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-94689 4.000 EACH | 2061.38000 8245.52| 2400.00000 9600.00| 2061.38000 8245.52 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 525.000 LFT | 12.50000 6562.50| 15.50000 8137.50| 12.50000 6562.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0017 602-06729 8.000 EACH | 11.00000 88.00| 12.00000 96.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0018 609-06257 384.600 SYS | 60.00000 23076.00| 47.00000 18076.20| 72.00000 27691.20 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0019 610-07487 673.000 TON | 41.50000 27929.50| 55.00000 37015.00| 50.50000 33986.50 HMA FOR APPROACHES, TYPE B | | | 0020 616-02320 164.000 SYS | 4.00000 656.00| 5.00000 820.00| 3.00000 492.00 GEOTEXTILES | | | 0021 616-06451 29.000 TON | 44.00000 1276.00| 35.00000 1015.00| 36.00000 1044.00 RIPRAP, UNIFORM | | | 0022 616-51367 39.000 SYS | 120.00000 4680.00| 15.00000 585.00| 62.00000 2418.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0023 619-05926 LUMP | 1000.00000 1000.00| 3000.00000 3000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL | | | 0024 619-51859 LUMP | 10000.00000 10000.00| 22500.00000 22500.00| 16000.00000 16000.00 PAINT STEEL BRIDGE | | | 0025 619-61000 LUMP | 21000.00000 21000.00| 18075.00000 18075.00| 16000.00000 16000.00 CLEAN STEEL BRIDGE | | | 0026 702-51005 76.900 CYS | 550.00000 42295.00| 525.00000 40372.50| 800.00000 61520.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 703-06029 63785.000 LBS | 0.80000 51028.00| 0.67000 42735.95| 0.85000 54217.25 REINFORCING BARS, EPOXY COATED | | | 0028 703-97936 363.000 EACH | 18.00000 6534.00| 15.00000 5445.00| 16.00000 5808.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0029 704-51002 171.500 CYS | 550.00000 94325.00| 465.00000 79747.50| 425.00000 72887.50 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH | 800.00000 3200.00| 1800.00000 7200.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51020 23.600 CYS | 450.00000 10620.00| 500.00000 11800.00| 425.00000 10030.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 610 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,520.34 ROUTE : OLD US 24 CALL ORDER : 610 CONTRACT ID : B -28121-A COUNTIES : WABASH LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1386990 |( 3 ) 35-1057237 |PRIMCO, INC. |ISOM, JACK CONSTRUCTION CO |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 709-51821 LUMP | 2787.30000 2787.30| 7500.00000 7500.00| 4000.00000 4000.00 SURFACE SEAL | | | 0033 711-01786 450.000 EACH | 12.50000 5625.00| 18.00000 8100.00| 18.00000 8100.00 STRUCTURAL STEEL DRILLING, 1 IN. DIA. | | | HOLE | | | 0034 711-51038 LUMP | 90000.00000 90000.00| 88000.00000 88000.00| 89500.00000 89500.00 STRUCTURAL STEEL | | | 0035 711-51877 LUMP | 30000.00000 30000.00| 37000.00000 37000.00| 12000.00000 12000.00 JACKING AND SUPPORTING BEAMS | | | 0036 711-96479 135.000 EACH | 5.00000 675.00| 9.00000 1215.00| 6.00000 810.00 BOLT, REMOVE | | | 0037 801-01851 LUMP | 21038.00000 21038.00| 35000.00000 35000.00| 22000.00000 22000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06207 4900.000 LFT | 1.00000 4900.00| 1.25000 6125.00| 1.00000 4900.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06639 775.000 LFT | 13.00000 10075.00| 32.00000 24800.00| 26.00000 20150.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0040 801-06640 25.000 EACH | 105.00000 2625.00| 102.00000 2550.00| 105.00000 2625.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 7238.00000 7238.00| 8500.00000 8500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0042 808-06713 2020.000 LFT | 0.28000 565.60| 0.20000 404.00| 0.28000 565.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-06714 1665.000 LFT | 0.28000 466.20| 0.20000 333.00| 0.28000 466.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0044 808-06716 2160.000 LFT | 0.75000 1620.00| 0.70000 1512.00| 0.75000 1620.00 LINE, REMOVE | | | SECTION TOTALS | $ 677,039.00| $ 726,277.65| $ 728,416.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 677,039.00| $ 726,277.65| $ 728,416.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 610 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,520.34 ROUTE : OLD US 24 CALL ORDER : 610 CONTRACT ID : B -28121-A COUNTIES : WABASH LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1058755 |( ) |AMERICAN CONTRACTING & SERVI |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 2120.00000 19080.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 37500.00000 37500.00| 44000.00000 44000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 342.000 SYS | 25.00000 8550.00| 25.00000 8550.00| PAVEMENT REMOVAL | | | 0007 202-02241 589.000 LFT | 5.75000 3386.75| 2.10000 1236.90| GUARDRAIL, REMOVE | | | 0008 202-02277 1018.000 LFT | 8.00000 8144.00| 2.00000 2036.00| GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP | 112000.00000 112000.00| 333000.00000 333000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 39.000 SYS | 65.00000 2535.00| 80.00000 3120.00| SLOPEWALL, REMOVE | | | 0011 211-06467 24.000 CYS | 55.00000 1320.00| 18.00000 432.00| AGGREGATE FOR END BENT BACKFILL | | | 0012 301-07448 128.000 TON | 25.00000 3200.00| 18.00000 2304.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 306-08043 911.000 SYS | 9.00000 8199.00| 6.00000 5466.00| MILLING, TRANSITION | | | 0014 601-01522 4.000 EACH | 1700.00000 6800.00| 1500.00000 6000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-94689 4.000 EACH | 2100.00000 8400.00| 2400.00000 9600.00| GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 525.000 LFT | 12.50000 6562.50| 17.00000 8925.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0017 602-06729 8.000 EACH | 8.00000 64.00| 4.00000 32.00| BARRIER DELINEATOR | | | 0018 609-06257 384.600 SYS | 65.00000 24999.00| 53.00000 20383.80| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 610 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,520.34 ROUTE : OLD US 24 CALL ORDER : 610 CONTRACT ID : B -28121-A COUNTIES : WABASH LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1058755 |( ) |AMERICAN CONTRACTING & SERVI |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 610-07487 673.000 TON | 42.00000 28266.00| 56.00000 37688.00| HMA FOR APPROACHES, TYPE B | | | 0020 616-02320 164.000 SYS | 2.50000 410.00| 2.30000 377.20| GEOTEXTILES | | | 0021 616-06451 29.000 TON | 25.00000 725.00| 20.00000 580.00| RIPRAP, UNIFORM | | | 0022 616-51367 39.000 SYS | 75.00000 2925.00| 36.00000 1404.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0023 619-05926 LUMP | 1100.00000 1100.00| 1500.00000 1500.00| ENVIRONMENTAL CONTROL | | | 0024 619-51859 LUMP | 13000.00000 13000.00| 17000.00000 17000.00| PAINT STEEL BRIDGE | | | 0025 619-61000 LUMP | 17000.00000 17000.00| 15000.00000 15000.00| CLEAN STEEL BRIDGE | | | 0026 702-51005 76.900 CYS | 600.00000 46140.00| 360.00000 27684.00| CONCRETE, A, SUBSTRUCTURE | | | 0027 703-06029 63785.000 LBS | 0.90000 57406.50| 0.70000 44649.50| REINFORCING BARS, EPOXY COATED | | | 0028 703-97936 363.000 EACH | 12.00000 4356.00| 12.00000 4356.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0029 704-51002 171.500 CYS | 600.00000 102900.00| 370.00000 63455.00| CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH | 1500.00000 6000.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51020 23.600 CYS | 500.00000 11800.00| 410.00000 9676.00| CONCRETE, C, RAILING | | | 0032 709-51821 LUMP | 4100.00000 4100.00| 5000.00000 5000.00| SURFACE SEAL | | | 0033 711-01786 450.000 EACH | 20.00000 9000.00| 19.00000 8550.00| STRUCTURAL STEEL DRILLING, 1 IN. DIA. | | | HOLE | | | 0034 711-51038 LUMP | 110000.00000 110000.00| 114000.00000 114000.00| STRUCTURAL STEEL | | | 0035 711-51877 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| JACKING AND SUPPORTING BEAMS | | | 0036 711-96479 135.000 EACH | 6.00000 810.00| 7.00000 945.00| BOLT, REMOVE | | | 0037 801-01851 LUMP | 35000.00000 35000.00| 21500.00000 21500.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 610 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 699,520.34 ROUTE : OLD US 24 CALL ORDER : 610 CONTRACT ID : B -28121-A COUNTIES : WABASH LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1058755 |( ) |AMERICAN CONTRACTING & SERVI |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-06207 4900.000 LFT | 1.05000 5145.00| 0.90000 4410.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06639 775.000 LFT | 30.00000 23250.00| 29.00000 22475.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0040 801-06640 25.000 EACH | 125.00000 3125.00| 72.00000 1800.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0042 808-06713 2020.000 LFT | 0.28000 565.60| 0.12000 242.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-06714 1665.000 LFT | 0.28000 466.20| 0.12000 199.80| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0044 808-06716 2160.000 LFT | 1.00000 2160.00| 0.45000 972.00| LINE, REMOVE | | | SECTION TOTALS | $ 748,312.55| $ 883,431.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 748,312.55| $ 883,431.60| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,181.00 ROUTE : I-65 CALL ORDER : 620 CONTRACT ID : B -28169-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SHELBY CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1778430 SPANOS, N.I. PAINTING, INC. CONDITIONAL BID AND AWARD $ 329,781.00 100.0000% 2 35-1342917 TOM CRIST PAINTING COMPANY $ 364,801.00 110.6192% 3 35-1645115 THREE STAR PAINTING $ 376,960.00 114.3062% 4 35-1131315 FIVE STAR PAINTING, INC. $ 448,071.00 135.8693% 5 35-1389596 CARDINAL INDIANA, INC. $ 482,201.00 146.2186% 6 35-1841931 VENUS PAINTING COMPANY $ 491,001.00 148.8870% 7 41-1224817 ABHE & SVOBODA, INC. $ 1,571,770.00 476.6102% ==================================================================================================================================== |( 1 ) 35-1778430 |( 2 ) 35-1342917 |( 3 ) 35-1645115 |SPANOS, N.I. PAINTING, INC. |TOM CRIST PAINTING COMPANY |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 4.000 MOS | 550.00000 2200.00| 500.00000 2000.00| 1500.00000 6000.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 16000.00000 16000.00| 7000.00000 7000.00| 18150.00000 18150.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 282.00000 282.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP | 3000.00000 3000.00| 7000.00000 7000.00| 302.00000 302.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-05926 LUMP | 3000.00000 3000.00| 7000.00000 7000.00| 605.00000 605.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0007 619-05926 LUMP | 3000.00000 3000.00| 7000.00000 7000.00| 258.00000 258.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0008 619-51859 LUMP | 13200.00000 13200.00| 10000.00000 10000.00| 3386.00000 3386.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP | 40000.00000 40000.00| 15000.00000 15000.00| 18620.00000 18620.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP | 30000.00000 30000.00| 15000.00000 15000.00| 7254.00000 7254.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP | 40000.00000 40000.00| 15000.00000 15000.00| 18088.00000 18088.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,181.00 ROUTE : I-65 CALL ORDER : 620 CONTRACT ID : B -28169-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SHELBY SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1778430 |( 2 ) 35-1342917 |( 3 ) 35-1645115 |SPANOS, N.I. PAINTING, INC. |TOM CRIST PAINTING COMPANY |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 619-61000 LUMP | 16000.00000 16000.00| 40000.00000 40000.00| 23978.00000 23978.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0013 619-61000 LUMP | 49300.00000 49300.00| 74000.00000 74000.00| 110644.00000 110644.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0014 619-61000 LUMP | 38000.00000 38000.00| 60000.00000 60000.00| 51382.00000 51382.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0015 619-61000 LUMP | 51760.00000 51760.00| 70000.00000 70000.00| 106876.00000 106876.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0016 709-51821 LUMP | 1000.00000 1000.00| 200.00000 200.00| 282.00000 282.00 SURFACE SEAL , STR. NO. 1 | | | 0017 709-51821 LUMP | 1000.00000 1000.00| 200.00000 200.00| 302.00000 302.00 SURFACE SEAL , STR. NO. 2 | | | 0018 709-51821 LUMP | 1000.00000 1000.00| 200.00000 200.00| 605.00000 605.00 SURFACE SEAL , STR. NO. 3 | | | 0019 709-51821 LUMP | 1000.00000 1000.00| 200.00000 200.00| 258.00000 258.00 SURFACE SEAL , STR. NO. 4 | | | 0020 801-06640 16.000 EACH | 90.00000 1440.00| 50.00000 800.00| 20.00000 320.00 CONSTRUCTION SIGN, A | | | 0021 801-06710 120.000 DAY | 9.00000 1080.00| 35.00000 4200.00| 16.00000 1920.00 FLASHING ARROW SIGN | | | 0022 801-06775 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 282.00000 282.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0023 801-06775 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 302.00000 302.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0024 801-06775 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 605.00000 605.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0025 801-06775 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 258.00000 258.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0026 801-09133 2.000 EACH | 3400.00000 6800.00| 2500.00000 5000.00| 3000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 329,781.00| $ 364,801.00| $ 376,960.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 329,781.00| $ 364,801.00| $ 376,960.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 620 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,181.00 ROUTE : I-65 CALL ORDER : 620 CONTRACT ID : B -28169-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SHELBY SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1131315 |( 5 ) 35-1389596 |( 6 ) 35-1841931 |FIVE STAR PAINTING, INC. |CARDINAL INDIANA, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 4.000 MOS | 2100.00000 8400.00| 2100.00000 8400.00| 700.00000 2800.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 17000.00000 17000.00| 21240.00000 21240.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP | 1000.00000 1000.00| 1660.00000 1660.00| 100.00000 100.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP | 2000.00000 2000.00| 4880.00000 4880.00| 100.00000 100.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-05926 LUMP | 2000.00000 2000.00| 3900.00000 3900.00| 100.00000 100.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0007 619-05926 LUMP | 3000.00000 3000.00| 8440.00000 8440.00| 100.00000 100.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0008 619-51859 LUMP | 17820.00000 17820.00| 19920.00000 19920.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP | 37197.00000 37197.00| 58560.00000 58560.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP | 32195.00000 32195.00| 46800.00000 46800.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP | 48278.00000 48278.00| 101280.00000 101280.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0012 619-61000 LUMP | 30640.00000 30640.00| 12120.00000 12120.00| 42000.00000 42000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0013 619-61000 LUMP | 69393.00000 69393.00| 36620.00000 36620.00| 120000.00000 120000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0014 619-61000 LUMP | 59390.00000 59390.00| 28470.00000 28470.00| 70000.00000 70000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0015 619-61000 LUMP | 96557.00000 96557.00| 61610.00000 61610.00| 120000.00000 120000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0016 709-51821 LUMP | 500.00000 500.00| 760.00000 760.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 1 | | | 0017 709-51821 LUMP | 600.00000 600.00| 1000.00000 1000.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 2 | | | 0018 709-51821 LUMP | 300.00000 300.00| 640.00000 640.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 3 | | | 0019 709-51821 LUMP | 800.00000 800.00| 1720.00000 1720.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 620 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,181.00 ROUTE : I-65 CALL ORDER : 620 CONTRACT ID : B -28169-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SHELBY SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1131315 |( 5 ) 35-1389596 |( 6 ) 35-1841931 |FIVE STAR PAINTING, INC. |CARDINAL INDIANA, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06640 16.000 EACH | 100.00000 1600.00| 130.00000 2080.00| 100.00000 1600.00 CONSTRUCTION SIGN, A | | | 0021 801-06710 120.000 DAY | 25.00000 3000.00| 30.00000 3600.00| 10.00000 1200.00 FLASHING ARROW SIGN | | | 0022 801-06775 LUMP | 700.00000 700.00| 9700.00000 9700.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0023 801-06775 LUMP | 3600.00000 3600.00| 5400.00000 5400.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0024 801-06775 LUMP | 1300.00000 1300.00| 9700.00000 9700.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0025 801-06775 LUMP | 2800.00000 2800.00| 9700.00000 9700.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0026 801-09133 2.000 EACH | 4000.00000 8000.00| 12000.00000 24000.00| 300.00000 600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 448,071.00| $ 482,201.00| $ 491,001.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 448,071.00| $ 482,201.00| $ 491,001.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 620 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,181.00 ROUTE : I-65 CALL ORDER : 620 CONTRACT ID : B -28169-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SHELBY SET-ASIDE : ==================================================================================================================================== |( 7 ) 41-1224817 |( ) |( ) |ABHE & SVOBODA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 4.000 MOS | 2520.00000 10080.00| | FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 110-01001 LUMP | 78580.00000 78580.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP | 55590.00000 55590.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP | 139920.00000 139920.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-05926 LUMP | 104080.00000 104080.00| | ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0007 619-05926 LUMP | 192360.00000 192360.00| | ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0008 619-51859 LUMP | 34790.00000 34790.00| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP | 112060.00000 112060.00| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP | 65085.00000 65085.00| | PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP | 144855.00000 144855.00| | PAINT STEEL BRIDGE , STR. NO. 4 | | | 0012 619-61000 LUMP | 48680.00000 48680.00| | CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0013 619-61000 LUMP | 156725.00000 156725.00| | CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0014 619-61000 LUMP | 91025.00000 91025.00| | CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0015 619-61000 LUMP | 202585.00000 202585.00| | CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0016 709-51821 LUMP | 2560.00000 2560.00| | SURFACE SEAL , STR. NO. 1 | | | 0017 709-51821 LUMP | 3175.00000 3175.00| | SURFACE SEAL , STR. NO. 2 | | | 0018 709-51821 LUMP | 2219.00000 2219.00| | SURFACE SEAL , STR. NO. 3 | | | 0019 709-51821 LUMP | 7190.00000 7190.00| | SURFACE SEAL , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 620 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 501,181.00 ROUTE : I-65 CALL ORDER : 620 CONTRACT ID : B -28169-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SHELBY SET-ASIDE : ==================================================================================================================================== |( 7 ) 41-1224817 |( ) |( ) |ABHE & SVOBODA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06640 16.000 EACH | 110.00000 1760.00| | CONSTRUCTION SIGN, A | | | 0021 801-06710 120.000 DAY | 35.00000 4200.00| | FLASHING ARROW SIGN | | | 0022 801-06775 LUMP | 8650.00000 8650.00| | MAINTAINING TRAFFIC , STR. NO. 1 | | | 0023 801-06775 LUMP | 33110.00000 33110.00| | MAINTAINING TRAFFIC , STR. NO. 2 | | | 0024 801-06775 LUMP | 19230.00000 19230.00| | MAINTAINING TRAFFIC , STR. NO. 3 | | | 0025 801-06775 LUMP | 42800.00000 42800.00| | MAINTAINING TRAFFIC , STR. NO. 4 | | | 0026 801-09133 2.000 EACH | 5230.00000 10460.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 1,571,770.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,571,770.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,895.48 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -28170-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1645115 THREE STAR PAINTING $ 457,808.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY $ 467,021.00 102.0124% 3 35-1778430 SPANOS, N.I. PAINTING, INC. $ 472,511.00 103.2116% 4 35-1342917 TOM CRIST PAINTING COMPANY $ 481,001.00 105.0661% 5 36-2726271 DAGLAS, A.G. PAINTING CO $ 575,201.00 125.6424% 6 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID $ 578,458.00 126.3538% 7 35-1389596 CARDINAL INDIANA, INC. CONDITIONAL BID $ 599,591.00 130.9700% 8 41-1224817 ABHE & SVOBODA, INC. $ 1,893,770.00 413.6603% ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-1841931 |( 3 ) 35-1778430 |THREE STAR PAINTING |VENUS PAINTING COMPANY |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 PAINTING | | | 0001 105-07039 4.000 MOS | 1500.00000 6000.00| 600.00000 2400.00| 550.00000 2200.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 21675.00000 21675.00| 30000.00000 30000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP | 656.00000 656.00| 300.00000 300.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP | 767.00000 767.00| 300.00000 300.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-05926 LUMP | 410.00000 410.00| 300.00000 300.00| 4000.00000 4000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0007 619-05926 LUMP | 724.00000 724.00| 300.00000 300.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0008 619-05926 LUMP | 564.00000 564.00| 300.00000 300.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0009 619-51859 LUMP | 7863.00000 7863.00| 20000.00000 20000.00| 40000.00000 40000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0010 619-51859 LUMP | 9205.00000 9205.00| 20000.00000 20000.00| 25720.00000 25720.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,895.48 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -28170-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-1841931 |( 3 ) 35-1778430 |THREE STAR PAINTING |VENUS PAINTING COMPANY |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 619-51859 LUMP | 16918.00000 16918.00| 20000.00000 20000.00| 70000.00000 70000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0012 619-51859 LUMP | 18673.00000 18673.00| 20000.00000 20000.00| 27000.00000 27000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0013 619-51859 LUMP | 6767.00000 6767.00| 20000.00000 20000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE , STR. NO. 5 | | | 0014 619-61000 LUMP | 55697.00000 55697.00| 60000.00000 60000.00| 44870.00000 44870.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0015 619-61000 LUMP | 65202.00000 65202.00| 60000.00000 60000.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0016 619-61000 LUMP | 122834.00000 122834.00| 88000.00000 88000.00| 92000.00000 92000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0017 619-61000 LUMP | 61436.00000 61436.00| 60000.00000 60000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0018 619-61000 LUMP | 47934.00000 47934.00| 60000.00000 60000.00| 23400.00000 23400.00 CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0019 709-51821 LUMP | 656.00000 656.00| 300.00000 300.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 1 | | | 0020 709-51821 LUMP | 767.00000 767.00| 300.00000 300.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 2 | | | 0021 709-51821 LUMP | 410.00000 410.00| 300.00000 300.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 3 | | | 0022 709-51821 LUMP | 724.00000 724.00| 300.00000 300.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 4 | | | 0023 709-51821 LUMP | 564.00000 564.00| 300.00000 300.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 5 | | | 0024 801-06640 16.000 EACH | 20.00000 320.00| 20.00000 320.00| 90.00000 1440.00 CONSTRUCTION SIGN, A | | | 0025 801-06710 120.000 DAY | 16.00000 1920.00| 10.00000 1200.00| 9.00000 1080.00 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 656.00000 656.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0027 801-06775 LUMP | 767.00000 767.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0028 801-06775 LUMP | 410.00000 410.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0029 801-06775 LUMP | 724.00000 724.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0030 801-06775 LUMP | 564.00000 564.00| 300.00000 300.00| 2000.00000 2000.00 MAINTAINING TRAFFIC , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 630 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,895.48 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -28170-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-1841931 |( 3 ) 35-1778430 |THREE STAR PAINTING |VENUS PAINTING COMPANY |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 801-09133 2.000 EACH | 3000.00000 6000.00| 300.00000 600.00| 3400.00000 6800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 457,808.00| $ 467,021.00| $ 472,511.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 457,808.00| $ 467,021.00| $ 472,511.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 630 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,895.48 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -28170-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1342917 |( 5 ) 36-2726271 |( 6 ) 35-1131315 |TOM CRIST PAINTING COMPANY |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 4.000 MOS | 500.00000 2000.00| 2000.00000 8000.00| 2100.00000 8400.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 7000.00000 7000.00| 22000.00000 22000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP | 7000.00000 7000.00| 4000.00000 4000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP | 8000.00000 8000.00| 4000.00000 4000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-05926 LUMP | 15000.00000 15000.00| 6000.00000 6000.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0007 619-05926 LUMP | 8000.00000 8000.00| 4000.00000 4000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0008 619-05926 LUMP | 7000.00000 7000.00| 4000.00000 4000.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0009 619-51859 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| 33907.00000 33907.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0010 619-51859 LUMP | 15000.00000 15000.00| 30000.00000 30000.00| 28645.00000 28645.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0011 619-51859 LUMP | 25000.00000 25000.00| 46000.00000 46000.00| 54818.00000 54818.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0012 619-51859 LUMP | 14000.00000 14000.00| 30000.00000 30000.00| 32195.00000 32195.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0013 619-51859 LUMP | 12000.00000 12000.00| 34000.00000 34000.00| 20953.00000 20953.00 PAINT STEEL BRIDGE , STR. NO. 5 | | | 0014 619-61000 LUMP | 50000.00000 50000.00| 45000.00000 45000.00| 67815.00000 67815.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0015 619-61000 LUMP | 60000.00000 60000.00| 55000.00000 55000.00| 57290.00000 57290.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0016 619-61000 LUMP | 85000.00000 85000.00| 95000.00000 95000.00| 109637.00000 109637.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0017 619-61000 LUMP | 60000.00000 60000.00| 55000.00000 55000.00| 64390.00000 64390.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0018 619-61000 LUMP | 50000.00000 50000.00| 50000.00000 50000.00| 41907.00000 41907.00 CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0019 709-51821 LUMP | 200.00000 200.00| 2000.00000 2000.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 630 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,895.48 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -28170-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1342917 |( 5 ) 36-2726271 |( 6 ) 35-1131315 |TOM CRIST PAINTING COMPANY |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 709-51821 LUMP | 200.00000 200.00| 2000.00000 2000.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 2 | | | 0021 709-51821 LUMP | 200.00000 200.00| 4000.00000 4000.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 3 | | | 0022 709-51821 LUMP | 200.00000 200.00| 2000.00000 2000.00| 300.00000 300.00 SURFACE SEAL , STR. NO. 4 | | | 0023 709-51821 LUMP | 200.00000 200.00| 2000.00000 2000.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 5 | | | 0024 801-06640 16.000 EACH | 50.00000 800.00| 200.00000 3200.00| 100.00000 1600.00 CONSTRUCTION SIGN, A | | | 0025 801-06710 120.000 DAY | 35.00000 4200.00| 50.00000 6000.00| 25.00000 3000.00 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 1800.00000 1800.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0027 801-06775 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0028 801-06775 LUMP | 5000.00000 5000.00| 8000.00000 8000.00| 2900.00000 2900.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0029 801-06775 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 1300.00000 1300.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0030 801-06775 LUMP | 5000.00000 5000.00| 2000.00000 2000.00| 1100.00000 1100.00 MAINTAINING TRAFFIC , STR. NO. 5 | | | 0031 801-09133 2.000 EACH | 2500.00000 5000.00| 5000.00000 10000.00| 4000.00000 8000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 481,001.00| $ 575,201.00| $ 578,458.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 481,001.00| $ 575,201.00| $ 578,458.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 630 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,895.48 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -28170-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1389596 |( 8 ) 41-1224817 |( ) |CARDINAL INDIANA, INC. |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 4.000 MOS | 2100.00000 8400.00| 2520.00000 10080.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 110-01001 LUMP | 29180.00000 29180.00| 94680.00000 94680.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP | 3800.00000 3800.00| 115874.00000 115874.00| ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP | 3780.00000 3780.00| 88844.00000 88844.00| ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-05926 LUMP | 9060.00000 9060.00| 210464.00000 210464.00| ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0007 619-05926 LUMP | 3960.00000 3960.00| 92384.00000 92384.00| ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0008 619-05926 LUMP | 2980.00000 2980.00| 87729.00000 87729.00| ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0009 619-51859 LUMP | 45600.00000 45600.00| 84300.00000 84300.00| PAINT STEEL BRIDGE , STR. NO. 1 | | | 0010 619-51859 LUMP | 45360.00000 45360.00| 67400.00000 67400.00| PAINT STEEL BRIDGE , STR. NO. 2 | | | 0011 619-51859 LUMP | 108720.00000 108720.00| 143445.00000 143445.00| PAINT STEEL BRIDGE , STR. NO. 3 | | | 0012 619-51859 LUMP | 47520.00000 47520.00| 69610.00000 69610.00| PAINT STEEL BRIDGE , STR. NO. 4 | | | 0013 619-51859 LUMP | 35760.00000 35760.00| 65790.00000 65790.00| PAINT STEEL BRIDGE , STR. NO. 5 | | | 0014 619-61000 LUMP | 27740.00000 27740.00| 117895.00000 117895.00| CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0015 619-61000 LUMP | 27590.00000 27590.00| 94260.00000 94260.00| CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0016 619-61000 LUMP | 66140.00000 66140.00| 200615.00000 200615.00| CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0017 619-61000 LUMP | 28910.00000 28910.00| 97355.00000 97355.00| CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0018 619-61000 LUMP | 21750.00000 21750.00| 92010.00000 92010.00| CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0019 709-51821 LUMP | 1050.00000 1050.00| 3790.00000 3790.00| SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 630 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,895.48 ROUTE : I-65 CALL ORDER : 630 CONTRACT ID : B -28170-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1389596 |( 8 ) 41-1224817 |( ) |CARDINAL INDIANA, INC. |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 709-51821 LUMP | 930.00000 930.00| 2884.00000 2884.00| SURFACE SEAL , STR. NO. 2 | | | 0021 709-51821 LUMP | 1510.00000 1510.00| 5250.00000 5250.00| SURFACE SEAL , STR. NO. 3 | | | 0022 709-51821 LUMP | 910.00000 910.00| 2735.00000 2735.00| SURFACE SEAL , STR. NO. 4 | | | 0023 709-51821 LUMP | 760.00000 760.00| 2735.00000 2735.00| SURFACE SEAL , STR. NO. 5 | | | 0024 801-06640 16.000 EACH | 130.00000 2080.00| 110.00000 1760.00| CONSTRUCTION SIGN, A | | | 0025 801-06710 120.000 DAY | 30.00000 3600.00| 35.00000 4200.00| FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 9700.00000 9700.00| 24910.00000 24910.00| MAINTAINING TRAFFIC , STR. NO. 1 | | | 0027 801-06775 LUMP | 9700.00000 9700.00| 19915.00000 19915.00| MAINTAINING TRAFFIC , STR. NO. 2 | | | 0028 801-06775 LUMP | 9700.00000 9700.00| 42385.00000 42385.00| MAINTAINING TRAFFIC , STR. NO. 3 | | | 0029 801-06775 LUMP | 9700.00000 9700.00| 20570.00000 20570.00| MAINTAINING TRAFFIC , STR. NO. 4 | | | 0030 801-06775 LUMP | 9700.00000 9700.00| 19440.00000 19440.00| MAINTAINING TRAFFIC , STR. NO. 5 | | | 0031 801-09133 2.000 EACH | 12000.00000 24000.00| 5230.00000 10460.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 599,591.00| $ 1,893,770.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 599,591.00| $ 1,893,770.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 640 CONTRACT ID : B -28203-A COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/23/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. $ 449,922.60 100.0000% ====================================================================================================================================