INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -1 VENDOR RANKING CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 08/13/11 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0200884 0452010 0452010 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 11,164,295.26 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 11,360,495.00 101.7574% 3 35-1139301 E & B PAVING INC $ 11,832,521.30 105.9854% 4 35-1875662 CRIDER & CRIDER INC $ 12,382,487.27 110.9115% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -2 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 191388.96000 191388.96| 206648.32000 206648.32| 153600.00000 153600.00 CONSTRUCTION ENGINEERING | | | 0003 105-08520 4.000 EACH | 125.00000 500.00| 80.00000 320.00| 150.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 128.000 MOS | 60.00000 7680.00| 36.00000 4608.00| 75.00000 9600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 14100.00000 14100.00| 14100.00000 14100.00| 14100.00000 14100.00 PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0015 110-01001 LUMP | 558214.75000 558214.75| 580000.00000 580000.00| 591000.00000 591000.00 MOBILIZATION AND DEMOBILIZATION | | | 0016 201-52370 LUMP | 111642.95000 111642.95| 115000.00000 115000.00| 118000.00000 118000.00 CLEARING RIGHT OF WAY | | | 0017 202-01300 5.000 EACH | 7500.00000 37500.00| 37500.00000 187500.00| 7500.00000 37500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0018 202-02240 9581.000 m2 | 16.95000 162397.95| 5.00000 47905.00| 41.50000 397611.50 PAVEMENT REMOVAL | | | 0019 202-02278 279.000 m | 12.17000 3395.43| 6.00000 1674.00| 15.00000 4185.00 CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -3 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-02279 659.500 m | 24.34000 16052.23| 6.00000 3957.00| 15.00000 9892.50 CURB AND GUTTER, REMOVE | | | 0021 202-52710 432.000 m2 | 7.57000 3270.24| 3.00000 1296.00| 7.00000 3024.00 SIDEWALK, CONCRETE, REMOVE | | | 0022 202-60815 581.000 m | 12.83000 7454.23| 25.00000 14525.00| 17.50000 10167.50 CENTER CURB, REMOVE | | | 0023 202-91840 129.000 m | 8.60000 1109.40| 8.60000 1109.40| 8.60000 1109.40 FENCE, CHAIN LINK, REMOVE | | | 0024 202-94810 2.000 EACH | 275.00000 550.00| 50.00000 100.00| 500.00000 1000.00 CURB TURNOUT, REMOVE | | | 0025 203-02000 44485.000 m3 | 9.54000 424386.90| 13.00000 578305.00| 12.00000 533820.00 EXCAVATION, COMMON | | | 0026 203-02070 4500.000 m3 | 12.55000 56475.00| 18.00000 81000.00| 15.00000 67500.00 BORROW | | | 0027 205-03371 250.000 m3 | 15.74000 3935.00| 20.00000 5000.00| 30.00000 7500.00 SEDIMENT REMOVE | | | 0028 205-06931 378.000 Mg | 37.53000 14186.34| 52.00000 19656.00| 40.00000 15120.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0029 205-06933 12.000 EACH | 90.00000 1080.00| 90.00000 1080.00| 90.00000 1080.00 TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 1.500 Mg | 645.00000 967.50| 645.00000 967.50| 645.00000 967.50 TEMPORARY MULCHING | | | 0031 205-06936 54.000 Mg | 35.67000 1926.18| 52.00000 2808.00| 45.00000 2430.00 TEMPORARY SEDIMENT TRAP | | | 0032 205-06937 2157.000 m | 5.57000 12014.49| 4.27000 9210.39| 4.27000 9210.39 TEMPORARY SILT FENCE | | | 0033 205-09543 221.000 Mg | 25.29000 5589.09| 27.00000 5967.00| 40.00000 8840.00 NO 2 STONE | | | 0034 206-93520 1110.000 m2 | 20.00000 22200.00| 250.00000 277500.00| 75.00000 83250.00 TEMPORARY SHEET PILING | | | 0035 207-08263 84932.000 m2 | 7.91000 671812.12| 4.75000 403427.00| 5.00000 424660.00 SUBGRADE TREATMENT, TYPE IA | | | 0036 207-08265 3197.000 m2 | 15.00000 47955.00| 12.50000 39962.50| 15.00000 47955.00 SUBGRADE TREATMENT, TYPE IIA | | | 0037 207-08267 2809.000 m2 | 15.00000 42135.00| 15.00000 42135.00| 20.00000 56180.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0038 211-02050 2500.000 m3 | 25.00000 62500.00| 35.00000 87500.00| 36.00000 90000.00 B BORROW | | | 0039 211-09264 3154.000 m3 | 26.62000 83959.48| 41.00000 129314.00| 40.00000 126160.00 STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -4 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 211-09265 688.000 m3 | 38.80000 26694.40| 50.00000 34400.00| 50.00000 34400.00 STRUCTURE BACKFILL, TYPE 2 | | | 0041 211-09268 295.000 m3 | 74.29000 21915.55| 85.00000 25075.00| 110.00000 32450.00 STRUCTURE BACKFILL, TYPE 5 | | | 0042 301-07448 1899.000 Mg | 17.47000 33175.53| 15.00000 28485.00| 10.00000 18990.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0043 302-06464 14598.000 m3 | 42.00000 613116.00| 37.00000 540126.00| 40.00000 583920.00 SUBBASE FOR PCCP | | | 0044 302-07455 1393.000 m3 | 39.55000 55093.15| 42.00000 58506.00| 30.00000 41790.00 DENSE GRADED SUBBASE | | | 0045 402-07433 1145.000 Mg | 79.00000 90455.00| 72.00000 82440.00| 92.00000 105340.00 HMA SURFACE, TYPE B | | | 0046 402-07438 1490.000 Mg | 56.00000 83440.00| 55.00000 81950.00| 58.00000 86420.00 HMA INTERMEDIATE, TYPE B | | | 0047 402-07441 6036.000 Mg | 51.00000 307836.00| 53.00000 319908.00| 58.00000 350088.00 HMA BASE, TYPE B | | | 0048 402-07453 13545.000 Mg | 55.62000 753372.90| 47.00000 636615.00| 50.00000 677250.00 HMA FOR TEMPORARY PAVEMENT | | | 0049 406-05520 7.000 Mg | 150.00000 1050.00| 100.00000 700.00| 1000.00000 7000.00 ASPHALT FOR TACK COAT | | | 0050 501-06727 LUMP | 4020.00000 4020.00| 10000.00000 10000.00| 4995.31000 4995.31 CORING, PCCP | | | 0051 501-08194 59698.000 m2 | 38.75000 2313297.50| 46.00000 2746108.00| 49.29000 2942514.42 QC/QA-PCCP, 288 mm | | | 0052 502-06327 5152.000 m2 | 47.80000 246265.60| 42.00000 216384.00| 45.65000 235188.80 PCCP, 250 mm | | | 0053 502-06457 3168.000 m2 | 44.00000 139392.00| 48.00000 152064.00| 43.24000 136984.32 PCCP, 225 mm | | | 0054 503-03489 95.000 EACH | 15.00000 1425.00| 14.00000 1330.00| 18.00000 1710.00 RETROFITTED TIE BARS | | | 0055 503-05240 11822.000 m | 33.60000 397219.20| 29.60000 349931.20| 28.61000 338227.42 D-1 CONTRACTION JOINT | | | 0056 603-06045 253.000 m | 40.50000 10246.50| 40.50000 10246.50| 40.50000 10246.50 FENCE, CHAIN LINK, 1220 mm | | | 0057 604-07896 38.000 m2 | 120.00000 4560.00| 110.00000 4180.00| 180.00000 6840.00 CURB RAMP, CONCRETE, B | | | 0058 604-07899 49.000 m2 | 120.00000 5880.00| 110.00000 5390.00| 170.00000 8330.00 CURB RAMP, CONCRETE, E | | | 0059 604-07901 19.000 m2 | 120.00000 2280.00| 110.00000 2090.00| 175.00000 3325.00 CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -5 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 604-07902 14.000 m2 | 120.00000 1680.00| 110.00000 1540.00| 175.00000 2450.00 CURB RAMP, CONCRETE, H | | | 0061 604-07903 9.000 m2 | 120.00000 1080.00| 110.00000 990.00| 150.00000 1350.00 CURB RAMP, CONCRETE, K | | | 0062 604-91531 5635.000 m2 | 30.95000 174403.25| 29.00000 163415.00| 29.00000 163415.00 SIDEWALK, CONCRETE, 100 mm | | | 0063 605-06090 7281.000 m | 23.50000 171103.50| 20.90000 152172.90| 20.00000 145620.00 CURB, INTEGRAL, CONCRETE | | | 0064 605-06140 934.000 m | 55.00000 51370.00| 39.00000 36426.00| 59.00000 55106.00 CURB AND GUTTER, CONCRETE | | | 0065 605-06215 1410.000 m | 37.00000 52170.00| 60.00000 84600.00| 92.00000 129720.00 CENTER CURB, D, CONCRETE | | | 0066 605-06255 430.000 m2 | 51.00000 21930.00| 54.00000 23220.00| 60.00000 25800.00 CENTER CURB, D, CONCRETE , MODIFIED | | | 0067 605-97937 160.000 m | 43.00000 6880.00| 42.00000 6720.00| 63.00000 10080.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0068 607-06335 55.000 m | 72.50000 3987.50| 94.00000 5170.00| 125.00000 6875.00 PAVED SIDE DITCH, A | | | 0069 607-06370 26.000 m | 180.00000 4680.00| 184.00000 4784.00| 169.00000 4394.00 PAVED SIDE DITCH, H | | | 0070 610-07487 373.000 Mg | 70.00000 26110.00| 85.00000 31705.00| 120.00000 44760.00 HMA FOR APPROACHES, TYPE B | | | 0071 610-08446 516.000 m2 | 42.50000 21930.00| 55.00000 28380.00| 43.00000 22188.00 PCCP FOR APPROACHES, 150 mm | | | 0072 611-06497 8.000 EACH | 173.00000 1384.00| 130.00000 1040.00| 130.00000 1040.00 MAILBOX ASSEMBLY, SINGLE | | | 0073 611-06498 2.000 EACH | 213.00000 426.00| 170.00000 340.00| 170.00000 340.00 MAILBOX ASSEMBLY, DOUBLE | | | 0074 615-06505 3.000 EACH | 460.00000 1380.00| 460.00000 1380.00| 460.00000 1380.00 MONUMENT, B | | | 0075 615-06515 8.000 EACH | 230.00000 1840.00| 230.00000 1840.00| 230.00000 1840.00 MONUMENT, D | | | 0076 615-06527 5.000 EACH | 330.00000 1650.00| 330.00000 1650.00| 330.00000 1650.00 MONUMENT, SECTION CORNER | | | 0077 616-02320 2871.000 m2 | 3.28000 9416.88| 1.20000 3445.20| 1.25000 3588.75 GEOTEXTILES | | | 0078 616-05689 1519.000 Mg | 47.73000 72501.87| 45.00000 68355.00| 65.00000 98735.00 RIPRAP, CLASS 2 | | | 0079 616-06405 933.000 Mg | 35.30000 32934.90| 27.00000 25191.00| 50.00000 46650.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -6 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 616-06451 18.000 Mg | 35.67000 642.06| 27.00000 486.00| 50.00000 900.00 RIPRAP, UNIFORM | | | 0081 621-01004 5.000 EACH | 550.00000 2750.00| 550.00000 2750.00| 550.00000 2750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0082 621-06545 3.000 Mg | 1850.00000 5550.00| 1850.00000 5550.00| 1850.00000 5550.00 FERTILIZER | | | 0083 621-06554 490.000 kg | 6.54000 3204.60| 6.54000 3204.60| 6.54000 3204.60 SEED MIXTURE, U | | | 0084 621-06557 4488.000 kg | 4.20000 18849.60| 4.20000 18849.60| 4.20000 18849.60 SEED MIXTURE, T | | | 0085 621-06565 14.000 Mg | 398.00000 5572.00| 398.00000 5572.00| 398.00000 5572.00 MULCHING MATERIAL | | | 0086 621-06567 35.000 kL | 1.00000 35.00| 1.00000 35.00| 1.00000 35.00 WATER | | | 0087 621-06574 3764.000 m2 | 3.04000 11442.56| 3.04000 11442.56| 3.04000 11442.56 SODDING | | | 0088 621-06575 15469.000 m2 | 3.04000 47025.76| 3.04000 47025.76| 3.04000 47025.76 SODDING, NURSERY | | | 0089 628-09403 32.000 MOS | 1789.70000 57270.40| 1800.00000 57600.00| 2200.00000 70400.00 FIELD OFFICE, C | | | 0090 628-09407 96.000 MOS | 187.00000 17952.00| 231.00000 22176.00| 212.00000 20352.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0091 703-06028 402.000 kg | 2.03000 816.06| 3.40000 1366.80| 6.00000 2412.00 REINFORCING BARS | | | 0092 714-03028 50.000 m | 2985.00000 149250.00| 2500.00000 125000.00| 3000.00000 150000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm x 1800 mm | | | 0093 715-03475 2.000 EACH | 635.00000 1270.00| 420.00000 840.00| 650.00000 1300.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0094 715-05048 5773.000 m | 28.84000 166493.32| 12.50000 72162.50| 9.00000 51957.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0095 715-05053 59.000 m | 56.92000 3358.28| 65.00000 3835.00| 40.00000 2360.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0096 715-05119 49.000 m | 178.07000 8725.43| 102.00000 4998.00| 65.00000 3185.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0097 715-05121 24.000 m | 188.14000 4515.36| 135.00000 3240.00| 70.00000 1680.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -7 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 715-05123 32.000 m | 262.88000 8412.16| 150.00000 4800.00| 100.00000 3200.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0099 715-05149 1526.000 m | 130.00000 198380.00| 97.00000 148022.00| 60.00000 91560.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0100 715-05151 919.000 m | 137.69000 126537.11| 105.00000 96495.00| 65.00000 59735.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0101 715-05152 401.000 m | 151.36000 60695.36| 102.00000 40902.00| 70.00000 28070.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0102 715-05153 436.000 m | 185.94000 81069.84| 122.00000 53192.00| 95.00000 41420.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0103 715-05154 220.000 m | 180.49000 39707.80| 130.00000 28600.00| 100.00000 22000.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0104 715-05169 55.000 m | 112.22000 6172.10| 103.00000 5665.00| 65.00000 3575.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0105 715-05217 71.000 m | 124.05000 8807.55| 95.00000 6745.00| 60.00000 4260.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0106 715-05361 38.000 m | 324.44000 12328.72| 220.00000 8360.00| 250.00000 9500.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0107 715-09064 3750.000 m | 4.05000 15187.50| 4.05000 15187.50| 4.05000 15187.50 VIDEO INSPECTION FOR PIPE | | | 0108 715-46000 17.000 EACH | 183.60000 3121.20| 145.00000 2465.00| 350.00000 5950.00 PIPE END SECTION, 300 mm | | | 0109 715-46005 13.000 EACH | 251.00000 3263.00| 175.00000 2275.00| 500.00000 6500.00 PIPE END SECTION, 375 mm | | | 0110 715-46010 5.000 EACH | 251.00000 1255.00| 205.00000 1025.00| 500.00000 2500.00 PIPE END SECTION, 450 mm | | | 0111 715-46015 1.000 EACH | 315.00000 315.00| 220.00000 220.00| 500.00000 500.00 PIPE END SECTION, 525 mm | | | 0112 715-46020 4.000 EACH | 534.00000 2136.00| 375.00000 1500.00| 550.00000 2200.00 PIPE END SECTION, 600 mm | | | 0113 715-46045 4.000 EACH | 443.00000 1772.00| 250.00000 1000.00| 400.00000 1600.00 PIPE END SECTION, MIN. AREA .11 m2 | | | 0114 718-06531 10.000 EACH | 500.00000 5000.00| 700.00000 7000.00| 550.00000 5500.00 OUTLET PROTECTOR, 3 | | | 0115 718-06532 1000.000 m | 2.30000 2300.00| 2.30000 2300.00| 2.30000 2300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0116 718-52610 1191.000 m3 | 39.78000 47377.98| 40.00000 47640.00| 45.00000 53595.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -8 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 720-44000 19.000 EACH | 355.00000 6745.00| 135.00000 2565.00| 500.00000 9500.00 CASTING, ADJUST TO GRADE | | | 0118 720-45030 3.000 EACH | 1009.00000 3027.00| 1200.00000 3600.00| 1300.00000 3900.00 INLET, E7 | | | 0119 720-45035 1.000 EACH | 987.00000 987.00| 1200.00000 1200.00| 1300.00000 1300.00 INLET, F7 | | | 0120 720-45045 1.000 EACH | 1519.00000 1519.00| 1400.00000 1400.00| 1600.00000 1600.00 INLET, J10 | | | 0121 720-45055 20.000 EACH | 1599.00000 31980.00| 1400.00000 28000.00| 1500.00000 30000.00 INLET, M10 , MODIFIED | | | 0122 720-45075 3.000 EACH | 1564.00000 4692.00| 1600.00000 4800.00| 2200.00000 6600.00 INLET, R13 | | | 0123 720-45135 1.000 EACH | 1147.00000 1147.00| 1200.00000 1200.00| 1300.00000 1300.00 INLET, F7, MODIFIED | | | 0124 720-45145 21.000 EACH | 1669.00000 35049.00| 1500.00000 31500.00| 1500.00000 31500.00 INLET, J10, MODIFIED | | | 0125 720-45270 1.000 EACH | 1648.00000 1648.00| 1000.00000 1000.00| 750.00000 750.00 PIPE CATCH BASIN, 450 mm | | | 0126 720-45275 1.000 EACH | 896.00000 896.00| 1200.00000 1200.00| 850.00000 850.00 PIPE CATCH BASIN, 600 mm | | | 0127 720-45410 44.000 EACH | 1389.00000 61116.00| 1300.00000 57200.00| 2300.00000 101200.00 MANHOLE, C4 | | | 0128 720-45605 12.000 m | 2200.00000 26400.00| 700.00000 8400.00| 1100.00000 13200.00 STRUCTURE, MANHOLE, RECONSTRUCT , | | | SANITARY SEWER | | | 0129 720-90984 1.000 EACH | 1793.00000 1793.00| 1500.00000 1500.00| 2500.00000 2500.00 MANHOLE, C2 | | | 0130 720-93409 46.000 EACH | 1897.00000 87262.00| 1800.00000 82800.00| 2000.00000 92000.00 INLET, B15, MODIFIED | | | 0131 720-93411 49.000 EACH | 1847.00000 90503.00| 1800.00000 88200.00| 2200.00000 107800.00 INLET, C15, MODIFIED | | | 0132 720-94847 1.000 EACH | 1720.00000 1720.00| 1700.00000 1700.00| 2500.00000 2500.00 INLET, R13, MODIFIED | | | 0133 720-98174 1.000 EACH | 1716.00000 1716.00| 1700.00000 1700.00| 2000.00000 2000.00 INLET, B15 | | | 0134 723-08608 102.000 m2 | 600.00000 61200.00| 900.00000 91800.00| 530.00000 54060.00 WINGWALL | | | 0136 732-07653 474.000 Mg | 34.00000 16116.00| 25.00000 11850.00| 25.00000 11850.00 COARSE AGGREGATE, NO. 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -9 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 801-01504 20.000 EACH | 54.00000 1080.00| 47.14000 942.80| 47.14000 942.80 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0138 801-02595 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 CONTROLLER, RESET TIMING | | | 0139 801-03290 4.000 EACH | 289.00000 1156.00| 425.00000 1700.00| 425.00000 1700.00 CONSTRUCTION SIGN, C | | | 0140 801-04308 3.000 EACH | 475.00000 1425.00| 409.66000 1228.98| 409.66000 1228.98 ROAD CLOSURE SIGN ASSEMBLY | | | 0141 801-06203 16378.000 m | 1.12000 18343.36| 0.41000 6714.98| 0.41000 6714.98 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0142 801-06207 17290.000 m | 2.00000 34580.00| 3.05000 52734.50| 3.05000 52734.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0143 801-06211 16.000 EACH | 95.00000 1520.00| 124.00000 1984.00| 124.00000 1984.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0144 801-06216 84.500 m | 19.70000 1664.65| 7.87000 665.02| 7.87000 665.02 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0145 801-06218 155.500 m | 27.45000 4268.48| 18.37000 2856.54| 18.37000 2856.54 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0146 801-06469 3811.000 m | 4.00000 15244.00| 6.10000 23247.10| 6.10000 23247.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0147 801-06586 2513.000 m | 1.40000 3518.20| 0.82000 2060.66| 0.82000 2060.66 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0148 801-06640 78.000 EACH | 267.00000 20826.00| 370.00000 28860.00| 370.00000 28860.00 CONSTRUCTION SIGN, A | | | 0149 801-06645 6.000 EACH | 79.00000 474.00| 53.00000 318.00| 53.00000 318.00 CONSTRUCTION SIGN, B | | | 0150 801-06710 780.000 DAY | 1.00000 780.00| 3.83000 2987.40| 3.83000 2987.40 FLASHING ARROW SIGN | | | 0151 801-06775 LUMP | 211830.00000 211830.00| 200000.00000 200000.00| 246700.00000 246700.00 MAINTAINING TRAFFIC | | | 0152 801-07023 4.000 EACH | 4500.00000 18000.00| 4500.00000 18000.00| 4500.00000 18000.00 ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0153 801-07118 104.000 m | 66.70000 6936.80| 44.54000 4632.16| 44.54000 4632.16 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -10 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0154 801-08400 400.000 m | 54.00000 21600.00| 65.00000 26000.00| 72.00000 28800.00 TEMPORARY TRAFFIC BARRIER,, TYPE 1 | | | 0155 801-94295 34.000 EACH | 225.00000 7650.00| 225.00000 7650.00| 225.00000 7650.00 SIGNAL HEAD, RELOCATE | | | 0156 802-04893 1.000 EACH | 75.00000 75.00| 75.00000 75.00| 75.00000 75.00 REFERENCE POST | | | 0159 802-07058 2.000 EACH | 55.00000 110.00| 55.00000 110.00| 55.00000 110.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0160 802-07059 84.000 EACH | 45.00000 3780.00| 45.00000 3780.00| 45.00000 3780.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0161 802-76025 43.000 m2 | 75.00000 3225.00| 75.00000 3225.00| 75.00000 3225.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0162 802-76035 31.000 m2 | 82.50000 2557.50| 82.50000 2557.50| 82.50000 2557.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0163 802-76045 20.000 m2 | 96.00000 1920.00| 96.00000 1920.00| 96.00000 1920.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0164 805-01815 12.000 EACH | 1700.00000 20400.00| 1700.00000 20400.00| 1700.00000 20400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0165 805-01842 40.000 EACH | 675.00000 27000.00| 675.00000 27000.00| 675.00000 27000.00 HANDHOLE, SIGNAL | | | 0166 805-01844 1790.000 m | 41.00000 73390.00| 41.00000 73390.00| 41.00000 73390.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0167 805-01879 3.000 EACH | 575.00000 1725.00| 575.00000 1725.00| 575.00000 1725.00 SIGNAL SERVICE, INSTALL | | | 0168 805-02150 8.000 EACH | 585.00000 4680.00| 585.00000 4680.00| 585.00000 4680.00 PEDESTRIAN SIGNAL HEAD, 460 mm | | | 0169 805-02658 60.000 m | 18.00000 1080.00| 18.00000 1080.00| 18.00000 1080.00 CABLE, COAXIAL | | | 0170 805-04736 1710.000 m | 5.00000 8550.00| 5.00000 8550.00| 5.00000 8550.00 SIGNAL CABLE, 4C 18GA. | | | 0171 805-08129 400.000 m | 3.15000 1260.00| 3.15000 1260.00| 3.15000 1260.00 SIGNAL CABLE , INTERCONNECT 12C 22GA. | | | 0172 805-08464 5.000 EACH | 2500.00000 12500.00| 2500.00000 12500.00| 2500.00000 12500.00 RADIO, INTERCONNECT | | | 0175 805-78109 5.000 EACH | 9285.00000 46425.00| 9285.00000 46425.00| 9285.00000 46425.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -11 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0176 805-78205 27.000 EACH | 813.00000 21951.00| 813.00000 21951.00| 813.00000 21951.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0177 805-78215 7.000 EACH | 753.00000 5271.00| 753.00000 5271.00| 753.00000 5271.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0178 805-78230 4.000 EACH | 1381.00000 5524.00| 1381.00000 5524.00| 1381.00000 5524.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0179 805-78370 8.000 EACH | 182.00000 1456.00| 182.00000 1456.00| 182.00000 1456.00 PEDESTRIAN PUSH BUTTON | | | 0180 805-78415 12.000 EACH | 1700.00000 20400.00| 1700.00000 20400.00| 1700.00000 20400.00 SPAN, CATENARY, AND TETHER | | | 0181 805-78420 12.000 EACH | 225.00000 2700.00| 225.00000 2700.00| 225.00000 2700.00 DISCONNECT HANGER | | | 0182 805-78467 30.000 m | 9.25000 277.50| 9.25000 277.50| 9.25000 277.50 SIGNAL CABLE, 3C 8GA. | | | 0183 805-78470 2890.000 m | 2.00000 5780.00| 2.00000 5780.00| 2.00000 5780.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0184 805-78480 350.000 m | 2.75000 962.50| 2.75000 962.50| 2.75000 962.50 SIGNAL CABLE, 3C 14GA. | | | 0185 805-78485 930.000 m | 2.75000 2557.50| 2.75000 2557.50| 2.75000 2557.50 SIGNAL CABLE, 5C 14GA. | | | 0186 805-78490 680.000 m | 3.36000 2284.80| 3.36000 2284.80| 3.36000 2284.80 SIGNAL CABLE, 7C 14GA. | | | 0187 805-78510 1490.000 m | 2.25000 3352.50| 2.25000 3352.50| 2.25000 3352.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0188 805-78785 25.000 EACH | 575.00000 14375.00| 575.00000 14375.00| 575.00000 14375.00 SIGNAL DETECTOR HOUSING | | | 0189 805-78795 940.000 m | 33.00000 31020.00| 33.00000 31020.00| 33.00000 31020.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0190 805-78925 4.000 EACH | 475.00000 1900.00| 475.00000 1900.00| 475.00000 1900.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0191 805-81060 8.000 EACH | 4755.00000 38040.00| 4755.00000 38040.00| 4755.00000 38040.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0192 805-90005 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 SIGNAL PEDESTAL, 3.0 m | | | 0193 805-92504 32.000 EACH | 555.00000 17760.00| 555.00000 17760.00| 555.00000 17760.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -12 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0194 805-92512 96.000 EACH | 600.00000 57600.00| 600.00000 57600.00| 600.00000 57600.00 MICROLOOP DETECTOR | | | 0195 805-95524 2.000 EACH | 315.00000 630.00| 315.00000 630.00| 315.00000 630.00 HANDHOLE COVER | | | 0196 808-03002 129.000 m | 1.85000 238.65| 1.09000 140.61| 1.09000 140.61 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0198 808-03631 1201.000 m | 1.85000 2221.85| 1.09000 1309.09| 1.09000 1309.09 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0199 808-03632 5157.000 m | 1.85000 9540.45| 1.09000 5621.13| 1.09000 5621.13 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0200 808-06716 10000.000 m | 0.82000 8200.00| 0.92000 9200.00| 0.92000 9200.00 LINE, REMOVE | | | 0201 808-07310 150.000 m | 27.20000 4080.00| 13.12000 1968.00| 13.12000 1968.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0202 808-74807 17.000 EACH | 250.00000 4250.00| 110.00000 1870.00| 110.00000 1870.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0204 808-74815 414.000 m | 2.10000 869.40| 6.00000 2484.00| 6.00000 2484.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0205 808-75051 2650.000 m | 7.30000 19345.00| 9.78000 25917.00| 9.78000 25917.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0206 808-75054 908.000 m | 7.30000 6628.40| 9.78000 8880.24| 9.78000 8880.24 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0207 808-75059 1377.000 m | 7.30000 10052.10| 9.78000 13467.06| 9.78000 13467.06 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0208 808-75059 34.000 m | 11.55000 392.70| 12.00000 408.00| 12.00000 408.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm , 600 mm LINE, 1200 mm GAP | | | 0209 808-75063 14.000 m | 11.55000 161.70| 12.00000 168.00| 12.00000 168.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | | 100 mm , 600 mm LINE, 1200 mm GAP | | | 0210 808-75067 274.000 m | 52.35000 14343.90| 58.33000 15982.42| 58.33000 15982.42 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -13 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0211 808-75071 59.000 EACH | 275.00000 16225.00| 198.00000 11682.00| 198.00000 11682.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0212 808-75998 334.000 EACH | 17.65000 5895.10| 20.95000 6997.30| 16.75000 5594.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0213 808-98000 544.000 m | 1.85000 1006.40| 2.17000 1180.48| 2.17000 1180.48 LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0214 802-05704 242.000 m | 33.00000 7986.00| 33.00000 7986.00| 33.00000 7986.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0215 802-05705 34.000 m | 32.00000 1088.00| 32.00000 1088.00| 32.00000 1088.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0216 805-02572 1.000 EACH | 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 SIGNAL SUPPORT FOUNDATION, A | | | 0217 805-08493 LUMP | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 RADIO SYSTEM TESTING INTERCONNECT | | | 0218 805-09089 4.000 EACH | 555.00000 2220.00| 555.00000 2220.00| 555.00000 2220.00 RADIO, YAGI ANTENNA | | | 0219 805-09091 1.000 EACH | 1173.00000 1173.00| 1173.00000 1173.00| 1173.00000 1173.00 RADIO, DUAL YAGI ANTENNA | | | 0220 805-81032 4.000 EACH | 3800.00000 15200.00| 3800.00000 15200.00| 3800.00000 15200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0221 801-06539 LUMP | 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0222 801-02617 3.000 EACH | 500.00000 1500.00| 500.00000 1500.00| 500.00000 1500.00 TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0223 610-09108 1051.000 m2 | 51.60000 54231.60| 58.00000 60958.00| 55.00000 57805.00 PCCP FOR APPROACHES, 225 mm | | | 0224 723-09515 45.000 m | 5700.00000 256500.00| 5300.00000 238500.00| 6800.00000 306000.00 STRUCTURE, PRECAST THREE-SIDED, 7800 mm | | | x 2400 mm | | | SECTION TOTALS | $ 11,164,295.26| $ 11,360,495.00| $ 11,832,521.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,164,295.26| $ 11,360,495.00| $ 11,832,521.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -14 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 600000.00000 600000.00| | CONSTRUCTION ENGINEERING | | | 0003 105-08520 4.000 EACH | 150.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 128.000 MOS | 50.00000 6400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 20000.00000 20000.00| | PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0010 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0011 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0012 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0014 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0015 110-01001 LUMP | 625000.00000 625000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0016 201-52370 LUMP | 125000.00000 125000.00| | CLEARING RIGHT OF WAY | | | 0017 202-01300 5.000 EACH | 7500.00000 37500.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0018 202-02240 9581.000 m2 | 10.00000 95810.00| | PAVEMENT REMOVAL | | | 0019 202-02278 279.000 m | 15.00000 4185.00| | CURB, CONCRETE, REMOVE | | | 0020 202-02279 659.500 m | 15.00000 9892.50| | CURB AND GUTTER, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -15 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-52710 432.000 m2 | 7.00000 3024.00| | SIDEWALK, CONCRETE, REMOVE | | | 0022 202-60815 581.000 m | 17.50000 10167.50| | CENTER CURB, REMOVE | | | 0023 202-91840 129.000 m | 8.60000 1109.40| | FENCE, CHAIN LINK, REMOVE | | | 0024 202-94810 2.000 EACH | 500.00000 1000.00| | CURB TURNOUT, REMOVE | | | 0025 203-02000 44485.000 m3 | 15.00000 667275.00| | EXCAVATION, COMMON | | | 0026 203-02070 4500.000 m3 | 15.00000 67500.00| | BORROW | | | 0027 205-03371 250.000 m3 | 30.00000 7500.00| | SEDIMENT REMOVE | | | 0028 205-06931 378.000 Mg | 40.00000 15120.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0029 205-06933 12.000 EACH | 90.00000 1080.00| | TEMPORARY DITCH INLET PROTECTION | | | 0030 205-06934 1.500 Mg | 645.00000 967.50| | TEMPORARY MULCHING | | | 0031 205-06936 54.000 Mg | 45.00000 2430.00| | TEMPORARY SEDIMENT TRAP | | | 0032 205-06937 2157.000 m | 4.27000 9210.39| | TEMPORARY SILT FENCE | | | 0033 205-09543 221.000 Mg | 40.00000 8840.00| | NO 2 STONE | | | 0034 206-93520 1110.000 m2 | 260.00000 288600.00| | TEMPORARY SHEET PILING | | | 0035 207-08263 84932.000 m2 | 6.50000 552058.00| | SUBGRADE TREATMENT, TYPE IA | | | 0036 207-08265 3197.000 m2 | 15.00000 47955.00| | SUBGRADE TREATMENT, TYPE IIA | | | 0037 207-08267 2809.000 m2 | 16.00000 44944.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0038 211-02050 2500.000 m3 | 36.00000 90000.00| | B BORROW | | | 0039 211-09264 3154.000 m3 | 40.00000 126160.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0040 211-09265 688.000 m3 | 50.00000 34400.00| | STRUCTURE BACKFILL, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -16 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 211-09268 295.000 m3 | 110.00000 32450.00| | STRUCTURE BACKFILL, TYPE 5 | | | 0042 301-07448 1899.000 Mg | 10.00000 18990.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0043 302-06464 14598.000 m3 | 37.00000 540126.00| | SUBBASE FOR PCCP | | | 0044 302-07455 1393.000 m3 | 45.00000 62685.00| | DENSE GRADED SUBBASE | | | 0045 402-07433 1145.000 Mg | 92.00000 105340.00| | HMA SURFACE, TYPE B | | | 0046 402-07438 1490.000 Mg | 58.00000 86420.00| | HMA INTERMEDIATE, TYPE B | | | 0047 402-07441 6036.000 Mg | 58.00000 350088.00| | HMA BASE, TYPE B | | | 0048 402-07453 13545.000 Mg | 50.00000 677250.00| | HMA FOR TEMPORARY PAVEMENT | | | 0049 406-05520 7.000 Mg | 1000.00000 7000.00| | ASPHALT FOR TACK COAT | | | 0050 501-06727 LUMP | 4995.31000 4995.31| | CORING, PCCP | | | 0051 501-08194 59698.000 m2 | 49.29000 2942514.42| | QC/QA-PCCP, 288 mm | | | 0052 502-06327 5152.000 m2 | 45.65000 235188.80| | PCCP, 250 mm | | | 0053 502-06457 3168.000 m2 | 43.24000 136984.32| | PCCP, 225 mm | | | 0054 503-03489 95.000 EACH | 18.00000 1710.00| | RETROFITTED TIE BARS | | | 0055 503-05240 11822.000 m | 28.61000 338227.42| | D-1 CONTRACTION JOINT | | | 0056 603-06045 253.000 m | 40.50000 10246.50| | FENCE, CHAIN LINK, 1220 mm | | | 0057 604-07896 38.000 m2 | 172.00000 6536.00| | CURB RAMP, CONCRETE, B | | | 0058 604-07899 49.000 m2 | 125.00000 6125.00| | CURB RAMP, CONCRETE, E | | | 0059 604-07901 19.000 m2 | 125.00000 2375.00| | CURB RAMP, CONCRETE, G | | | 0060 604-07902 14.000 m2 | 94.00000 1316.00| | CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -17 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 604-07903 9.000 m2 | 215.00000 1935.00| | CURB RAMP, CONCRETE, K | | | 0062 604-91531 5635.000 m2 | 29.00000 163415.00| | SIDEWALK, CONCRETE, 100 mm | | | 0063 605-06090 7281.000 m | 20.00000 145620.00| | CURB, INTEGRAL, CONCRETE | | | 0064 605-06140 934.000 m | 60.00000 56040.00| | CURB AND GUTTER, CONCRETE | | | 0065 605-06215 1410.000 m | 84.00000 118440.00| | CENTER CURB, D, CONCRETE | | | 0066 605-06255 430.000 m2 | 70.00000 30100.00| | CENTER CURB, D, CONCRETE , MODIFIED | | | 0067 605-97937 160.000 m | 89.00000 14240.00| | CURB AND GUTTER, CONCRETE, ROLL | | | 0068 607-06335 55.000 m | 108.00000 5940.00| | PAVED SIDE DITCH, A | | | 0069 607-06370 26.000 m | 365.00000 9490.00| | PAVED SIDE DITCH, H | | | 0070 610-07487 373.000 Mg | 120.00000 44760.00| | HMA FOR APPROACHES, TYPE B | | | 0071 610-08446 516.000 m2 | 44.00000 22704.00| | PCCP FOR APPROACHES, 150 mm | | | 0072 611-06497 8.000 EACH | 130.00000 1040.00| | MAILBOX ASSEMBLY, SINGLE | | | 0073 611-06498 2.000 EACH | 170.00000 340.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0074 615-06505 3.000 EACH | 460.00000 1380.00| | MONUMENT, B | | | 0075 615-06515 8.000 EACH | 230.00000 1840.00| | MONUMENT, D | | | 0076 615-06527 5.000 EACH | 330.00000 1650.00| | MONUMENT, SECTION CORNER | | | 0077 616-02320 2871.000 m2 | 1.25000 3588.75| | GEOTEXTILES | | | 0078 616-05689 1519.000 Mg | 65.00000 98735.00| | RIPRAP, CLASS 2 | | | 0079 616-06405 933.000 Mg | 50.00000 46650.00| | RIPRAP, REVETMENT | | | 0080 616-06451 18.000 Mg | 50.00000 900.00| | RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -18 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 621-01004 5.000 EACH | 550.00000 2750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0082 621-06545 3.000 Mg | 1850.00000 5550.00| | FERTILIZER | | | 0083 621-06554 490.000 kg | 6.54000 3204.60| | SEED MIXTURE, U | | | 0084 621-06557 4488.000 kg | 4.20000 18849.60| | SEED MIXTURE, T | | | 0085 621-06565 14.000 Mg | 398.00000 5572.00| | MULCHING MATERIAL | | | 0086 621-06567 35.000 kL | 1.00000 35.00| | WATER | | | 0087 621-06574 3764.000 m2 | 3.04000 11442.56| | SODDING | | | 0088 621-06575 15469.000 m2 | 3.04000 47025.76| | SODDING, NURSERY | | | 0089 628-09403 32.000 MOS | 2000.00000 64000.00| | FIELD OFFICE, C | | | 0090 628-09407 96.000 MOS | 75.00000 7200.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0091 703-06028 402.000 kg | 5.00000 2010.00| | REINFORCING BARS | | | 0092 714-03028 50.000 m | 3000.00000 150000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm x 1800 mm | | | 0093 715-03475 2.000 EACH | 650.00000 1300.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0094 715-05048 5773.000 m | 9.00000 51957.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0095 715-05053 59.000 m | 40.00000 2360.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0096 715-05119 49.000 m | 65.00000 3185.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0097 715-05121 24.000 m | 70.00000 1680.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0098 715-05123 32.000 m | 100.00000 3200.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -19 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 715-05149 1526.000 m | 60.00000 91560.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0100 715-05151 919.000 m | 65.00000 59735.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0101 715-05152 401.000 m | 70.00000 28070.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0102 715-05153 436.000 m | 95.00000 41420.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0103 715-05154 220.000 m | 100.00000 22000.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0104 715-05169 55.000 m | 65.00000 3575.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0105 715-05217 71.000 m | 60.00000 4260.00| | PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0106 715-05361 38.000 m | 250.00000 9500.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0107 715-09064 3750.000 m | 4.05000 15187.50| | VIDEO INSPECTION FOR PIPE | | | 0108 715-46000 17.000 EACH | 350.00000 5950.00| | PIPE END SECTION, 300 mm | | | 0109 715-46005 13.000 EACH | 500.00000 6500.00| | PIPE END SECTION, 375 mm | | | 0110 715-46010 5.000 EACH | 500.00000 2500.00| | PIPE END SECTION, 450 mm | | | 0111 715-46015 1.000 EACH | 500.00000 500.00| | PIPE END SECTION, 525 mm | | | 0112 715-46020 4.000 EACH | 550.00000 2200.00| | PIPE END SECTION, 600 mm | | | 0113 715-46045 4.000 EACH | 400.00000 1600.00| | PIPE END SECTION, MIN. AREA .11 m2 | | | 0114 718-06531 10.000 EACH | 550.00000 5500.00| | OUTLET PROTECTOR, 3 | | | 0115 718-06532 1000.000 m | 2.30000 2300.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0116 718-52610 1191.000 m3 | 45.00000 53595.00| | AGGREGATE FOR UNDERDRAINS | | | 0117 720-44000 19.000 EACH | 500.00000 9500.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -20 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 720-45030 3.000 EACH | 1300.00000 3900.00| | INLET, E7 | | | 0119 720-45035 1.000 EACH | 1300.00000 1300.00| | INLET, F7 | | | 0120 720-45045 1.000 EACH | 1600.00000 1600.00| | INLET, J10 | | | 0121 720-45055 20.000 EACH | 1500.00000 30000.00| | INLET, M10 , MODIFIED | | | 0122 720-45075 3.000 EACH | 2200.00000 6600.00| | INLET, R13 | | | 0123 720-45135 1.000 EACH | 1300.00000 1300.00| | INLET, F7, MODIFIED | | | 0124 720-45145 21.000 EACH | 1500.00000 31500.00| | INLET, J10, MODIFIED | | | 0125 720-45270 1.000 EACH | 750.00000 750.00| | PIPE CATCH BASIN, 450 mm | | | 0126 720-45275 1.000 EACH | 850.00000 850.00| | PIPE CATCH BASIN, 600 mm | | | 0127 720-45410 44.000 EACH | 2300.00000 101200.00| | MANHOLE, C4 | | | 0128 720-45605 12.000 m | 1100.00000 13200.00| | STRUCTURE, MANHOLE, RECONSTRUCT , | | | SANITARY SEWER | | | 0129 720-90984 1.000 EACH | 2500.00000 2500.00| | MANHOLE, C2 | | | 0130 720-93409 46.000 EACH | 2000.00000 92000.00| | INLET, B15, MODIFIED | | | 0131 720-93411 49.000 EACH | 2200.00000 107800.00| | INLET, C15, MODIFIED | | | 0132 720-94847 1.000 EACH | 2500.00000 2500.00| | INLET, R13, MODIFIED | | | 0133 720-98174 1.000 EACH | 2000.00000 2000.00| | INLET, B15 | | | 0134 723-08608 102.000 m2 | 530.00000 54060.00| | WINGWALL | | | 0136 732-07653 474.000 Mg | 25.00000 11850.00| | COARSE AGGREGATE, NO. 8 | | | 0137 801-01504 20.000 EACH | 54.00000 1080.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -21 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0138 801-02595 1.000 EACH | 250.00000 250.00| | CONTROLLER, RESET TIMING | | | 0139 801-03290 4.000 EACH | 289.00000 1156.00| | CONSTRUCTION SIGN, C | | | 0140 801-04308 3.000 EACH | 475.00000 1425.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0141 801-06203 16378.000 m | 1.12000 18343.36| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0142 801-06207 17290.000 m | 2.00000 34580.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0143 801-06211 16.000 EACH | 95.00000 1520.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0144 801-06216 84.500 m | 19.70000 1664.65| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0145 801-06218 155.500 m | 27.45000 4268.48| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0146 801-06469 3811.000 m | 4.00000 15244.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0147 801-06586 2513.000 m | 1.40000 3518.20| | TEMPORARY PAVEMENT MARKING, 200 mm | | | 0148 801-06640 78.000 EACH | 267.00000 20826.00| | CONSTRUCTION SIGN, A | | | 0149 801-06645 6.000 EACH | 79.00000 474.00| | CONSTRUCTION SIGN, B | | | 0150 801-06710 780.000 DAY | 1.00000 780.00| | FLASHING ARROW SIGN | | | 0151 801-06775 LUMP | 150000.00000 150000.00| | MAINTAINING TRAFFIC | | | 0152 801-07023 4.000 EACH | 4500.00000 18000.00| | ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0153 801-07118 104.000 m | 66.70000 6936.80| | BARRICADE, III-A | | | 0154 801-08400 400.000 m | 80.00000 32000.00| | TEMPORARY TRAFFIC BARRIER,, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -22 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0155 801-94295 34.000 EACH | 225.00000 7650.00| | SIGNAL HEAD, RELOCATE | | | 0156 802-04893 1.000 EACH | 75.00000 75.00| | REFERENCE POST | | | 0159 802-07058 2.000 EACH | 55.00000 110.00| | SIGN, SHEET ASSEMBLY, RELOCATE | | | 0160 802-07059 84.000 EACH | 45.00000 3780.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0161 802-76025 43.000 m2 | 75.00000 3225.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0162 802-76035 31.000 m2 | 82.50000 2557.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0163 802-76045 20.000 m2 | 96.00000 1920.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0164 805-01815 12.000 EACH | 1700.00000 20400.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0165 805-01842 40.000 EACH | 675.00000 27000.00| | HANDHOLE, SIGNAL | | | 0166 805-01844 1790.000 m | 41.00000 73390.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0167 805-01879 3.000 EACH | 575.00000 1725.00| | SIGNAL SERVICE, INSTALL | | | 0168 805-02150 8.000 EACH | 585.00000 4680.00| | PEDESTRIAN SIGNAL HEAD, 460 mm | | | 0169 805-02658 60.000 m | 18.00000 1080.00| | CABLE, COAXIAL | | | 0170 805-04736 1710.000 m | 5.00000 8550.00| | SIGNAL CABLE, 4C 18GA. | | | 0171 805-08129 400.000 m | 3.15000 1260.00| | SIGNAL CABLE , INTERCONNECT 12C 22GA. | | | 0172 805-08464 5.000 EACH | 2500.00000 12500.00| | RADIO, INTERCONNECT | | | 0175 805-78109 5.000 EACH | 9285.00000 46425.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -23 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0176 805-78205 27.000 EACH | 813.00000 21951.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0177 805-78215 7.000 EACH | 753.00000 5271.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0178 805-78230 4.000 EACH | 1381.00000 5524.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0179 805-78370 8.000 EACH | 182.00000 1456.00| | PEDESTRIAN PUSH BUTTON | | | 0180 805-78415 12.000 EACH | 1700.00000 20400.00| | SPAN, CATENARY, AND TETHER | | | 0181 805-78420 12.000 EACH | 225.00000 2700.00| | DISCONNECT HANGER | | | 0182 805-78467 30.000 m | 9.25000 277.50| | SIGNAL CABLE, 3C 8GA. | | | 0183 805-78470 2890.000 m | 2.00000 5780.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0184 805-78480 350.000 m | 2.75000 962.50| | SIGNAL CABLE, 3C 14GA. | | | 0185 805-78485 930.000 m | 2.75000 2557.50| | SIGNAL CABLE, 5C 14GA. | | | 0186 805-78490 680.000 m | 3.36000 2284.80| | SIGNAL CABLE, 7C 14GA. | | | 0187 805-78510 1490.000 m | 2.25000 3352.50| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0188 805-78785 25.000 EACH | 575.00000 14375.00| | SIGNAL DETECTOR HOUSING | | | 0189 805-78795 940.000 m | 33.00000 31020.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0190 805-78925 4.000 EACH | 475.00000 1900.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0191 805-81060 8.000 EACH | 4755.00000 38040.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0192 805-90005 1.000 EACH | 500.00000 500.00| | SIGNAL PEDESTAL, 3.0 m | | | 0193 805-92504 32.000 EACH | 555.00000 17760.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -24 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0194 805-92512 96.000 EACH | 600.00000 57600.00| | MICROLOOP DETECTOR | | | 0195 805-95524 2.000 EACH | 315.00000 630.00| | HANDHOLE COVER | | | 0196 808-03002 129.000 m | 1.85000 238.65| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0198 808-03631 1201.000 m | 1.85000 2221.85| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0199 808-03632 5157.000 m | 1.85000 9540.45| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0200 808-06716 10000.000 m | 0.82000 8200.00| | LINE, REMOVE | | | 0201 808-07310 150.000 m | 27.20000 4080.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0202 808-74807 17.000 EACH | 250.00000 4250.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0204 808-74815 414.000 m | 2.10000 869.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0205 808-75051 2650.000 m | 7.30000 19345.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0206 808-75054 908.000 m | 7.30000 6628.40| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0207 808-75059 1377.000 m | 7.30000 10052.10| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0208 808-75059 34.000 m | 11.55000 392.70| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm , 600 mm LINE, 1200 mm GAP | | | 0209 808-75063 14.000 m | 11.55000 161.70| | LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | | 100 mm , 600 mm LINE, 1200 mm GAP | | | 0210 808-75067 274.000 m | 52.35000 14343.90| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 121 -25 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 121 CONTRACT ID : SIR-28977-A COUNTIES : ALLEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0211 808-75071 59.000 EACH | 275.00000 16225.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0212 808-75998 334.000 EACH | 17.65000 5895.10| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0213 808-98000 544.000 m | 1.85000 1006.40| | LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0214 802-05704 242.000 m | 53.50000 12947.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0215 802-05705 34.000 m | 50.50000 1717.00| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0216 805-02572 1.000 EACH | 1080.00000 1080.00| | SIGNAL SUPPORT FOUNDATION, A | | | 0217 805-08493 LUMP | 1232.00000 1232.00| | RADIO SYSTEM TESTING INTERCONNECT | | | 0218 805-09089 4.000 EACH | 753.00000 3012.00| | RADIO, YAGI ANTENNA | | | 0219 805-09091 1.000 EACH | 1350.00000 1350.00| | RADIO, DUAL YAGI ANTENNA | | | 0220 805-81032 4.000 EACH | 3975.00000 15900.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0221 801-06539 LUMP | 61523.00000 61523.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0222 801-02617 3.000 EACH | 2381.00000 7143.00| | TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0223 610-09108 1051.000 m2 | 51.00000 53601.00| | PCCP FOR APPROACHES, 225 mm | | | 0224 723-09515 45.000 m | 6800.00000 306000.00| | STRUCTURE, PRECAST THREE-SIDED, 7800 mm | | | x 2400 mm | | | SECTION TOTALS | $ 12,382,487.27| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,382,487.27| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -1 VENDOR RANKING CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 06/15/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600338 0600566 0710943 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 11,273,863.10 100.0000% 2 35-1139301 E & B PAVING INC $ 11,734,858.25 104.0891% 3 35-1875662 CRIDER & CRIDER INC $ 11,882,813.21 105.4014% 4 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 12,489,884.99 110.7862% 5 36-2231526 WALSH CONSTR COMPANY $ 13,049,350.43 115.7487% 6 31-1023518 KOKOSING CONSTRUCTION CO INC $ 13,380,701.06 118.6878% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -2 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 38707.00000 38707.00| 120041.42000 120041.42| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 6.000 EACH | 40.00000 240.00| 68.31000 409.86| 250.00000 1500.00 RADIO | | | 0003 105-08520 6.000 EACH | 165.00000 990.00| 68.31000 409.86| 250.00000 1500.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 180.000 MOS | 75.00000 13500.00| 49.43000 8897.40| 50.00000 9000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 180.000 MOS | 1.50000 270.00| 49.43000 8897.40| 50.00000 9000.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 13000.00000 13000.00| 20545.98000 20545.98| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0015 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0016 110-01001 LUMP | 563693.16000 563693.16| 586742.91000 586742.91| 593500.00000 593500.00 MOBILIZATION AND DEMOBILIZATION | | | 0017 201-52370 LUMP | 75000.00000 75000.00| 293371.46000 293371.46| 235000.00000 235000.00 CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -3 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 22650.00000 22650.00| 25500.00000 25500.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 200 | | | 0019 203-02000 144295.000 CYS | 4.50000 649327.50| 4.59000 662314.05| 8.00000 1154360.00 EXCAVATION, COMMON | | | 0020 203-02070 311974.000 CYS | 3.00000 935922.00| 3.06000 954640.44| 3.50000 1091909.00 BORROW | | | 0021 204-08415 10.000 EACH | 875.00000 8750.00| 892.50000 8925.00| 400.00000 4000.00 STAKES, SETTLEMENT | | | 0022 205-03371 21564.000 CYS | 2.50000 53910.00| 2.55000 54988.20| 5.00000 107820.00 SEDIMENT, REMOVE | | | 0023 205-06930 26.000 TON | 23.50000 611.00| 23.97000 623.22| 25.00000 650.00 SPLASHPAD, RIPRAP | | | 0024 205-06931 889.000 TON | 33.00000 29337.00| 33.66000 29923.74| 20.00000 17780.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06932 342.000 LFT | 3.85000 1316.70| 3.93000 1344.06| 10.05000 3437.10 TEMPORARY CHECK DAM, STRAW BALES | | | 0026 205-06933 17.000 EACH | 86.00000 1462.00| 87.72000 1491.24| 90.00000 1530.00 TEMPORARY DITCH INLET PROTECTION | | | 0027 205-06934 62.000 TON | 328.00000 20336.00| 334.56000 20742.72| 300.00000 18600.00 TEMPORARY MULCHING | | | 0028 205-06937 18494.000 LFT | 1.55000 28665.70| 1.58000 29220.52| 1.12000 20713.28 TEMPORARY SILT FENCE | | | 0029 205-06938 547.000 LFT | 9.50000 5196.50| 9.69000 5300.43| 10.00000 5470.00 TEMPORARY SLOPE DRAIN | | | 0030 205-09543 480.000 TON | 16.00000 7680.00| 16.32000 7833.60| 20.00000 9600.00 NO 2 STONE | | | 0031 206-51230 173.000 CYS | 17.50000 3027.50| 17.34000 2999.82| 17.00000 2941.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0032 207-08262 84574.000 SYS | 4.10000 346753.40| 4.44000 375508.56| 1.00000 84574.00 SUBGRADE TREATMENT, TYPE I | | | 0033 207-08263 20676.000 SYS | 4.10000 84771.60| 4.44000 91801.44| 4.00000 82704.00 SUBGRADE TREATMENT, TYPE IA | | | 0034 211-02050 4998.000 CYS | 23.85000 119202.30| 21.05000 105207.90| 14.05000 70221.90 B BORROW | | | 0035 211-09264 2505.000 CYS | 15.60000 39078.00| 15.91000 39854.55| 18.00000 45090.00 STRUCTURE BACKFILL, TYPE 1 | | | 0036 211-09265 3992.000 CYS | 24.00000 95808.00| 24.48000 97724.16| 20.00000 79840.00 STRUCTURE BACKFILL, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -4 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 211-09266 2479.000 CYS | 23.85000 59124.15| 14.28000 35400.12| 14.48000 35895.92 STRUCTURE BACKFILL, TYPE 3 | | | 0038 211-09268 2790.000 CYS | 66.00000 184140.00| 81.26000 226715.40| 65.00000 181350.00 STRUCTURE BACKFILL, TYPE 5 | | | 0039 301-07448 25691.000 TON | 11.00000 282601.00| 11.00000 282601.00| 13.00000 333983.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0040 302-06464 21273.000 CYS | 27.50000 585007.50| 24.81000 527783.13| 26.75000 569052.75 SUBBASE FOR PCCP | | | 0041 302-07455 69.000 CYS | 64.50000 4450.50| 36.72000 2533.68| 36.00000 2484.00 DENSE GRADED SUBBASE | | | 0042 303-01180 26993.000 TON | 11.00000 296923.00| 11.00000 296923.00| 12.00000 323916.00 COMPACTED AGGREGATE, NO. 53 | | | 0043 306-08034 786.000 SYS | 5.62000 4417.32| 4.25000 3340.50| 6.00000 4716.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0044 401-06264 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0045 401-07320 2868.000 TON | 57.00000 163476.00| 57.00000 163476.00| 57.00000 163476.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0046 401-07321 1306.000 TON | 62.50000 81625.00| 62.50000 81625.00| 62.50000 81625.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0047 401-07390 2132.000 TON | 50.00000 106600.00| 50.00000 106600.00| 50.00000 106600.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0048 401-07406 7314.000 TON | 45.00000 329130.00| 45.00000 329130.00| 45.00000 329130.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0049 401-07423 5025.000 TON | 45.75000 229893.75| 45.75000 229893.75| 45.75000 229893.75 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0050 406-05520 14.900 TON | 400.00000 5960.00| 400.00000 5960.00| 400.00000 5960.00 ASPHALT FOR TACK COAT | | | 0051 501-04635 11324.000 LFT | 0.26000 2944.24| 0.44000 4982.56| 0.01000 113.24 MILLED CONCRETE SHOULDER CORRUGATIONS | | | 0052 501-06266 LUMP | 2818.00000 2818.00| 4390.27000 4390.27| 4390.00000 4390.00 PROFILOGRAPH, PCCP | | | 0053 501-06321 66359.000 SYS | 22.85000 1516303.15| 23.79000 1578680.61| 23.79000 1578680.61 QC/QA-PCCP, 10 IN. | | | 0054 501-06727 LUMP | 4010.00000 4010.00| 4252.38000 4252.38| 4252.00000 4252.00 CORING, PCCP | | | 0055 501-09606 16353.000 SYS | 24.85000 406372.05| 20.56000 336217.68| 20.56000 336217.68 QC/QA-PCCP, 8 IN. | | | 0056 503-05240 42021.000 LFT | 8.25000 346673.25| 8.13000 341630.73| 8.13000 341630.73 D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -5 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 601-06233 4.000 EACH | 7650.00000 30600.00| 8262.00000 33048.00| 8100.00000 32400.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0058 601-06416 2.000 EACH | 600.00000 1200.00| 918.00000 1836.00| 900.00000 1800.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0059 601-06854 2.000 EACH | 2550.00000 5100.00| 2142.00000 4284.00| 2100.00000 4200.00 GUARDRAIL, W-BEAM, NESTED | | | 0060 601-06855 2.000 EACH | 800.00000 1600.00| 714.00000 1428.00| 700.00000 1400.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0061 601-94689 6.000 EACH | 2300.00000 13800.00| 2244.00000 13464.00| 2200.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 1469.000 LFT | 15.50000 22769.50| 16.83000 24723.27| 16.50000 24238.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 602-06729 7.000 EACH | 17.00000 119.00| 14.28000 99.96| 14.00000 98.00 BARRIER DELINEATOR | | | 0064 603-06040 14063.000 LFT | 6.10000 85784.30| 4.90000 68908.70| 4.80000 67502.40 FENCE, FARM FIELD, 47 IN. | | | 0065 603-06045 360.000 LFT | 12.00000 4320.00| 13.67000 4921.20| 13.40000 4824.00 FENCE, CHAIN LINK, 48 IN. | | | 0066 605-06140 529.000 LFT | 15.00000 7935.00| 14.00000 7406.00| 14.00000 7406.00 CURB AND GUTTER, CONCRETE | | | 0067 605-06245 489.000 SYS | 60.00000 29340.00| 51.25000 25061.25| 51.25000 25061.25 CENTER CURB, B, CONCRETE , WITH | | | CORRUGATIONS | | | 0068 605-06255 802.000 SYS | 55.00000 44110.00| 64.70000 51889.40| 64.70000 51889.40 CENTER CURB, D, CONCRETE | | | 0069 606-07484 41200.000 LFT | 0.22000 9064.00| 0.11000 4532.00| 0.11000 4532.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0070 609-06259 414.000 SYS | 82.50000 34155.00| 59.16000 24492.24| 58.00000 24012.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0071 615-06490 2.000 EACH | 126.00000 252.00| 153.00000 306.00| 150.00000 300.00 RIGHT OF WAY MARKER | | | 0072 615-06505 5.000 EACH | 615.00000 3075.00| 484.50000 2422.50| 475.00000 2375.00 MONUMENT, B | | | 0073 615-06510 18.000 EACH | 505.00000 9090.00| 382.50000 6885.00| 375.00000 6750.00 MONUMENT, C | | | 0074 615-06515 31.000 EACH | 125.00000 3875.00| 204.00000 6324.00| 200.00000 6200.00 MONUMENT, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -6 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 615-06527 1.000 EACH | 525.00000 525.00| 433.50000 433.50| 425.00000 425.00 MONUMENT, SECTION CORNER | | | 0076 616-02320 3498.000 SYS | 2.00000 6996.00| 1.73000 6051.54| 1.38000 4827.24 GEOTEXTILES | | | 0077 616-06405 3410.000 TON | 22.00000 75020.00| 22.44000 76520.40| 20.00000 68200.00 RIPRAP, REVETMENT | | | 0078 621-01004 3.000 EACH | 600.00000 1800.00| 612.00000 1836.00| 190.00000 570.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02770 968.000 SYS | 1.44000 1393.92| 1.47000 1422.96| 1.76000 1703.68 EROSION CONTROL BLANKET | | | 0080 621-06545 35.000 TON | 875.00000 30625.00| 892.50000 31237.50| 700.00000 24500.00 FERTILIZER | | | 0081 621-06553 7674.000 LBS | 3.00000 23022.00| 3.06000 23482.44| 4.09000 31386.66 SEED MIXTURE, R | | | 0082 621-06557 5506.000 LBS | 2.00000 11012.00| 2.04000 11232.24| 1.90000 10461.40 SEED MIXTURE, T | | | 0083 621-06565 186.000 TON | 335.00000 62310.00| 341.70000 63556.20| 190.00000 35340.00 MULCHING MATERIAL | | | 0084 621-06567 40.000 kGAL | 12.00000 480.00| 12.24000 489.60| 1.00000 40.00 WATER | | | 0085 621-06574 10758.000 SYS | 3.00000 32274.00| 3.06000 32919.48| 2.28000 24528.24 SODDING | | | 0086 628-09403 30.000 MOS | 3850.00000 115500.00| 3893.40000 116802.00| 4000.00000 120000.00 FIELD OFFICE, C | | | 0087 628-09407 60.000 MOS | 181.00000 10860.00| 211.15000 12669.00| 100.00000 6000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 | | | 0088 628-09408 60.000 MOS | 181.00000 10860.00| 211.15000 12669.00| 125.00000 7500.00 MOBILE LAPTOP COMPUTER SYSTEM , 2 | | | 0089 628-09409 60.000 MOS | 146.00000 8760.00| 82.40000 4944.00| 50.00000 3000.00 MOBILE INTERNET SERVICE , 2 | | | 0090 701-06011 2.000 EACH | 1500.00000 3000.00| 3774.00000 7548.00| 3700.00000 7400.00 DYNAMIC PILE LOAD TEST | | | 0091 701-06012 2.000 EACH | 1300.00000 2600.00| 969.00000 1938.00| 950.00000 1900.00 TEST PILE, RESTRIKE , HP 14X73 | | | 0092 701-06027 2.000 EACH | 2150.00000 4300.00| 530.40000 1060.80| 520.00000 1040.00 TEST PILE , HP 14X73 | | | 0093 701-08253 12.000 EACH | 350.00000 4200.00| 1162.80000 13953.60| 1140.00000 13680.00 PILE SLEEVES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -7 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 701-92043 150.000 LFT | 225.00000 33750.00| 255.00000 38250.00| 250.00000 37500.00 CORED HOLE IN ROCK, 18 IN. | | | 0095 701-93575 1374.000 LFT | 55.00000 75570.00| 86.19000 118425.06| 84.50000 116103.00 PILE, STEEL H, HP 14" X 73 | | | 0096 702-51005 97.000 CYS | 586.00000 56842.00| 571.20000 55406.40| 560.00000 54320.00 CONCRETE, A, SUBSTRUCTURE | | | 0097 702-51015 102.000 CYS | 315.00000 32130.00| 285.60000 29131.20| 280.00000 28560.00 CONCRETE, B, FOOTINGS | | | 0098 703-06028 21932.000 LBS | 0.90000 19738.80| 0.66000 14475.12| 0.65000 14255.80 REINFORCING BARS | | | 0099 703-06029 202801.000 LBS | 0.80000 162240.80| 0.71000 143988.71| 0.70000 141960.70 REINFORCING BARS, EPOXY COATED | | | 0100 704-51002 638.000 CYS | 525.00000 334950.00| 377.40000 240781.20| 370.00000 236060.00 CONCRETE, C, SUPERSTRUCTURE | | | 0101 706-06339 205.000 LFT | 56.00000 11480.00| 73.44000 15055.20| 72.00000 14760.00 RAILING, PF-1 | | | 0102 706-06343 205.000 LFT | 102.00000 20910.00| 120.36000 24673.80| 118.00000 24190.00 RAILING, PS-2 | | | 0103 706-51020 34.000 CYS | 685.00000 23290.00| 581.40000 19767.60| 570.00000 19380.00 CONCRETE, C, RAILING | | | 0104 707-08357 1167.000 LFT | 225.85000 263566.95| 246.33000 287467.11| 241.50000 281830.50 STRUCTURAL MEMBERS, CONCRETE HYBRID | | | 0105 709-07110 14693.000 SFT | 0.92000 13517.56| 0.71000 10432.03| 0.70000 10285.10 SEAL COAT, GRAFFITI RESISTANT | | | 0106 709-51821 LUMP | 13283.50000 13283.50| 9384.00000 9384.00| 8600.00000 8600.00 SURFACE SEAL , STR. NO. 1 | | | 0107 714-01634 439.000 LFT | 450.00000 197550.00| 459.00000 201501.00| 400.00000 175600.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 4' | | | 0108 714-09604 83.000 LFT | 665.00000 55195.00| 678.30000 56298.90| 660.00000 54780.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8.75 FT. X 6 FT. | | | 0109 714-26703 175.000 LFT | 365.00000 63875.00| 372.30000 65152.50| 305.00000 53375.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0110 715-05019 617.000 LFT | 53.00000 32701.00| 54.06000 33355.02| 45.00000 27765.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0111 715-05048 52096.000 LFT | 2.35000 122425.60| 2.40000 125030.40| 2.20000 114611.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -8 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 715-05052 400.000 LFT | 14.00000 5600.00| 14.28000 5712.00| 13.25000 5300.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0113 715-05053 5394.000 LFT | 10.00000 53940.00| 10.20000 55018.80| 8.50000 45849.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0114 715-05123 100.000 LFT | 25.50000 2550.00| 26.01000 2601.00| 25.00000 2500.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0115 715-05127 180.000 LFT | 76.00000 13680.00| 77.52000 13953.60| 60.00000 10800.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0116 715-05149 742.000 LFT | 18.00000 13356.00| 18.36000 13623.12| 17.50000 12985.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0117 715-05151 830.000 LFT | 22.00000 18260.00| 22.44000 18625.20| 20.00000 16600.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0118 715-05152 40.000 LFT | 29.00000 1160.00| 29.58000 1183.20| 24.00000 960.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0119 715-05212 400.000 LFT | 20.00000 8000.00| 20.40000 8160.00| 17.00000 6800.00 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0120 715-05443 10.000 LFT | 24.50000 245.00| 24.99000 249.90| 30.00000 300.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0121 715-05842 2.000 EACH | 1900.00000 3800.00| 1938.00000 3876.00| 1250.00000 2500.00 CONCRETE ANCHOR, 42 IN. | | | 0122 715-09446 400.000 LFT | 42.00000 16800.00| 42.84000 17136.00| 45.00000 18000.00 PIPE, TYPE 4, CIRCULAR, 36 IN. | | | 0123 715-09447 10.000 LFT | 70.00000 700.00| 71.40000 714.00| 42.28000 422.80 PIPE, DRAIN TILE TERMINAL SECTION, 24 | | | IN. | | | 0124 715-09448 10.000 LFT | 80.00000 800.00| 81.60000 816.00| 70.00000 700.00 PIPE, DRAIN TILE, TERMINAL SECTION, 36 | | | IN. | | | 0125 715-46005 11.000 EACH | 280.00000 3080.00| 285.60000 3141.60| 275.00000 3025.00 PIPE END SECTION, 15 IN. | | | 0126 715-46040 2.000 EACH | 1200.00000 2400.00| 1224.00000 2448.00| 650.00000 1300.00 PIPE END SECTION, 36 IN. | | | 0127 718-06528 26.000 EACH | 590.00000 15340.00| 601.80000 15646.80| 475.00000 12350.00 OUTLET PROTECTOR, 1 | | | 0128 718-06529 16.000 EACH | 560.00000 8960.00| 571.20000 9139.20| 400.00000 6400.00 OUTLET PROTECTOR, 2 | | | 0129 718-06531 52.000 EACH | 540.00000 28080.00| 550.80000 28641.60| 375.00000 19500.00 OUTLET PROTECTOR, 3 | | | 0130 718-06532 9500.000 LFT | 1.00000 9500.00| 0.71000 6745.00| 0.50000 4750.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -9 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 718-52610 5281.000 CYS | 29.00000 153149.00| 29.58000 156211.98| 27.50000 145227.50 AGGREGATE FOR UNDERDRAINS | | | 0132 718-99153 63582.000 SYS | 0.90000 57223.80| 0.92000 58495.44| 1.00000 63582.00 GEOTEXTILES FOR UNDERDRAIN | | | 0133 720-45066 10.000 EACH | 2350.00000 23500.00| 2397.00000 23970.00| 2350.00000 23500.00 INLET, N12, MODIFIED | | | 0134 720-45069 9.000 EACH | 1550.00000 13950.00| 1581.00000 14229.00| 2450.00000 22050.00 INLET, P12 | | | 0135 721-43000 9.000 EACH | 500.00000 4500.00| 510.00000 4590.00| 500.00000 4500.00 AUTOMATIC DRAINAGE GATE, 12 IN. | | | 0136 721-43010 1.000 EACH | 665.00000 665.00| 678.30000 678.30| 750.00000 750.00 AUTOMATIC DRAINAGE GATE, 18 IN. | | | 0137 723-08608 1217.000 SFT | 50.00000 60850.00| 53.24000 64793.08| 17.50000 21297.50 WINGWALL | | | 0138 723-09605 237.000 LFT | 2158.81000 511637.97| 2419.54000 573430.98| 2370.00000 561690.00 STRUCTURE, PRECAST THREE-SIDED, 336 IN. | | | X 176 IN. | | | 0139 731-93945 4875.000 SFT | 13.40000 65325.00| 16.32000 79560.00| 16.00000 78000.00 FACE PANELS, CONCRETE | | | 0140 731-93946 4875.000 SFT | 10.55000 51431.25| 22.44000 109395.00| 22.00000 107250.00 WALL ERECTION | | | 0141 731-93947 292.000 LFT | 33.50000 9782.00| 17.85000 5212.20| 17.50000 5110.00 LEVELING PAD, CONCRETE | | | 0142 801-04308 6.000 EACH | 910.00000 5460.00| 765.00000 4590.00| 488.00000 2928.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0143 801-06625 20.000 EACH | 130.00000 2600.00| 178.50000 3570.00| 134.00000 2680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0144 801-06640 8.000 EACH | 420.00000 3360.00| 402.90000 3223.20| 295.00000 2360.00 CONSTRUCTION SIGN, A | | | 0145 801-06775 LUMP | 9993.38000 9993.38| 36530.31000 36530.31| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0146 801-07119 96.000 LFT | 23.00000 2208.00| 16.27000 1561.92| 28.00000 2688.00 BARRICADE, III-B | | | 0147 801-08509 408.000 LFT | 29.50000 12036.00| 46.41000 18935.28| 50.00000 20400.00 TEMPORARY TRAFFIC BARRIER, TYPE 3, | | | ANCHORED | | | 0148 802-05704 38.000 LFT | 12.00000 456.00| 29.58000 1124.04| 29.00000 1102.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -10 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |PRIMCO INC |E & B PAVING INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 802-07059 1.000 EACH | 40.00000 40.00| 510.00000 510.00| 250.00000 250.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0150 802-76025 20.000 SFT | 24.00000 480.00| 27.54000 550.80| 27.00000 540.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0151 804-06770 94.000 EACH | 26.00000 2444.00| 28.56000 2684.64| 28.00000 2632.00 DELINEATOR POST | | | 0153 808-03631 494.000 LFT | 5.10000 2519.40| 2.04000 1007.76| 3.00000 1482.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0154 808-03632 247.000 LFT | 5.10000 1259.70| 2.04000 503.88| 3.00000 741.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0155 808-06703 4981.000 LFT | 0.45000 2241.45| 0.26000 1295.06| 0.47000 2341.07 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0156 808-06714 688.000 LFT | 1.40000 963.20| 0.26000 178.88| 0.70000 481.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0157 808-75245 3113.000 LFT | 0.45000 1400.85| 0.26000 809.38| 0.47000 1463.11 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0158 808-75278 466.000 LFT | 1.65000 768.90| 1.53000 712.98| 2.00000 932.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0159 808-92027 1620.000 LFT | 1.10000 1782.00| 1.02000 1652.40| 0.88000 1425.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0160 205-06933 2.000 EACH | 2500.00000 5000.00| 2550.00000 5100.00| 250.00000 500.00 TEMPORARY DITCH INLET PROTECTION , | | | MODIFIED | | | 0161 202-01261 1.000 EACH | 1400.00000 1400.00| 1500.00000 1500.00| 2500.00000 2500.00 TESTING FOR ASBESTOS | | | 0162 601-01522 4.000 EACH | 2000.00000 8000.00| 1836.00000 7344.00| 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0163 621-03909 966.000 LBS | 14.50000 14007.00| 14.79000 14287.14| 17.50000 16905.00 SEED MIXTURE, NATIVE | | | 0164 622-52436 102.000 EACH | 40.00000 4080.00| 35.70000 3641.40| 35.00000 3570.00 SIGN, DO NOT MOW OR SPRAY | | | 0166 720-45410 10.000 EACH | 1100.00000 11000.00| 1122.00000 11220.00| 2500.00000 25000.00 MANHOLE, C4 | | | 0167 715-05169 38.000 LFT | 44.00000 1672.00| 40.80000 1550.40| 25.00000 950.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | SECTION TOTALS | $ 11,273,863.10| $ 11,734,858.25| $ 11,882,813.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,273,863.10| $ 11,734,858.25| $ 11,882,813.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -11 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 120000.00000 120000.00| 881551.61000 881551.61| 140000.00000 140000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 6.000 EACH | 175.00000 1050.00| 125.00000 750.00| 100.00000 600.00 RADIO | | | 0003 105-08520 6.000 EACH | 160.00000 960.00| 125.00000 750.00| 100.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 180.000 MOS | 165.00000 29700.00| 90.00000 16200.00| 60.00000 10800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 180.000 MOS | 105.00000 18900.00| 90.00000 16200.00| 30.00000 5400.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 10000.00000 10000.00| 13000.00000 13000.00| 18000.00000 18000.00 PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0015 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0016 110-01001 LUMP | 624494.24000 624494.24| 656190.00000 656190.00| 650000.00000 650000.00 MOBILIZATION AND DEMOBILIZATION | | | 0017 201-52370 LUMP | 312247.12000 312247.12| 328095.00000 328095.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0018 202-03000 LUMP | 25000.00000 25000.00| 55000.00000 55000.00| 35750.00000 35750.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 200 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -12 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 144295.000 CYS | 4.50000 649327.50| 3.08000 444428.60| 6.00000 865770.00 EXCAVATION, COMMON | | | 0020 203-02070 311974.000 CYS | 3.50000 1091909.00| 3.50000 1091909.00| 3.75000 1169902.50 BORROW | | | 0021 204-08415 10.000 EACH | 875.00000 8750.00| 309.34000 3093.40| 46.00000 460.00 STAKES, SETTLEMENT | | | 0022 205-03371 21564.000 CYS | 2.50000 53910.00| 3.76000 81080.64| 1.00000 21564.00 SEDIMENT, REMOVE | | | 0023 205-06930 26.000 TON | 23.50000 611.00| 88.19000 2292.94| 75.00000 1950.00 SPLASHPAD, RIPRAP | | | 0024 205-06931 889.000 TON | 33.00000 29337.00| 92.11000 81885.79| 36.00000 32004.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06932 342.000 LFT | 3.85000 1316.70| 10.05000 3437.10| 10.00000 3420.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0026 205-06933 17.000 EACH | 86.00000 1462.00| 90.00000 1530.00| 140.00000 2380.00 TEMPORARY DITCH INLET PROTECTION | | | 0027 205-06934 62.000 TON | 328.00000 20336.00| 300.00000 18600.00| 306.12000 18979.44 TEMPORARY MULCHING | | | 0028 205-06937 18494.000 LFT | 1.55000 28665.70| 1.12000 20713.28| 2.80000 51783.20 TEMPORARY SILT FENCE | | | 0029 205-06938 547.000 LFT | 9.50000 5196.50| 20.80000 11377.60| 35.00000 19145.00 TEMPORARY SLOPE DRAIN | | | 0030 205-09543 480.000 TON | 16.00000 7680.00| 13.22000 6345.60| 23.00000 11040.00 NO 2 STONE | | | 0031 206-51230 173.000 CYS | 30.52000 5279.96| 8.88000 1536.24| 40.00000 6920.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0032 207-08262 84574.000 SYS | 4.10000 346753.40| 0.61000 51590.14| 1.25000 105717.50 SUBGRADE TREATMENT, TYPE I | | | 0033 207-08263 20676.000 SYS | 4.10000 84771.60| 4.11000 84978.36| 4.60000 95109.60 SUBGRADE TREATMENT, TYPE IA | | | 0034 211-02050 4998.000 CYS | 22.86000 114254.28| 14.59000 72920.82| 28.00000 139944.00 B BORROW | | | 0035 211-09264 2505.000 CYS | 15.60000 39078.00| 16.36000 40981.80| 25.00000 62625.00 STRUCTURE BACKFILL, TYPE 1 | | | 0036 211-09265 3992.000 CYS | 24.00000 95808.00| 16.19000 64630.48| 20.00000 79840.00 STRUCTURE BACKFILL, TYPE 2 | | | 0037 211-09266 2479.000 CYS | 23.16000 57413.64| 23.19000 57488.01| 35.00000 86765.00 STRUCTURE BACKFILL, TYPE 3 | | | 0038 211-09268 2790.000 CYS | 87.30000 243567.00| 70.15000 195718.50| 120.00000 334800.00 STRUCTURE BACKFILL, TYPE 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -13 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 301-07448 25691.000 TON | 11.00000 282601.00| 14.50000 372519.50| 13.00000 333983.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0040 302-06464 21273.000 CYS | 36.14000 768806.22| 26.00000 553098.00| 30.00000 638190.00 SUBBASE FOR PCCP | | | 0041 302-07455 69.000 CYS | 70.00000 4830.00| 60.00000 4140.00| 28.00000 1932.00 DENSE GRADED SUBBASE | | | 0042 303-01180 26993.000 TON | 11.00000 296923.00| 14.50000 391398.50| 13.00000 350909.00 COMPACTED AGGREGATE, NO. 53 | | | 0043 306-08034 786.000 SYS | 8.00000 6288.00| 4.50000 3537.00| 8.00000 6288.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0044 401-06264 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 4482.03000 4482.03 PROFILOGRAPH, HMA | | | 0045 401-07320 2868.000 TON | 57.00000 163476.00| 57.00000 163476.00| 63.87000 183179.16 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0046 401-07321 1306.000 TON | 62.50000 81625.00| 62.50000 81625.00| 70.03000 91459.18 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0047 401-07390 2132.000 TON | 50.00000 106600.00| 50.00000 106600.00| 56.03000 119455.96 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0048 401-07406 7314.000 TON | 45.00000 329130.00| 45.00000 329130.00| 50.42000 368771.88 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0049 401-07423 5025.000 TON | 45.75000 229893.75| 45.75000 229893.75| 51.26000 257581.50 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0050 406-05520 14.900 TON | 400.00000 5960.00| 400.00000 5960.00| 448.20000 6678.18 ASPHALT FOR TACK COAT | | | 0051 501-04635 11324.000 LFT | 0.25000 2831.00| 0.43000 4869.32| 0.43000 4869.32 MILLED CONCRETE SHOULDER CORRUGATIONS | | | 0052 501-06266 LUMP | 7200.00000 7200.00| 4401.25000 4401.25| 40000.00000 40000.00 PROFILOGRAPH, PCCP | | | 0053 501-06321 66359.000 SYS | 28.82000 1912466.38| 23.85000 1582662.15| 32.75000 2173257.25 QC/QA-PCCP, 10 IN. | | | 0054 501-06727 LUMP | 4300.00000 4300.00| 4263.01000 4263.01| 5000.00000 5000.00 CORING, PCCP | | | 0055 501-09606 16353.000 SYS | 26.30000 430083.90| 20.61000 337035.33| 32.00000 523296.00 QC/QA-PCCP, 8 IN. | | | 0056 503-05240 42021.000 LFT | 7.85000 329864.85| 8.15000 342471.15| 8.50000 357178.50 D-1 CONTRACTION JOINT | | | 0057 601-06233 4.000 EACH | 7480.00000 29920.00| 8100.00000 32400.00| 8100.00000 32400.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0058 601-06416 2.000 EACH | 570.00000 1140.00| 900.00000 1800.00| 900.00000 1800.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -14 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 601-06854 2.000 EACH | 4330.00000 8660.00| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL, W-BEAM, NESTED | | | 0060 601-06855 2.000 EACH | 2170.00000 4340.00| 700.00000 1400.00| 700.00000 1400.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0061 601-94689 6.000 EACH | 2295.00000 13770.00| 2200.00000 13200.00| 2200.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 1469.000 LFT | 15.60000 22916.40| 16.50000 24238.50| 16.50000 24238.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0063 602-06729 7.000 EACH | 14.00000 98.00| 10.00000 70.00| 15.00000 105.00 BARRIER DELINEATOR | | | 0064 603-06040 14063.000 LFT | 5.20000 73127.60| 4.80000 67502.40| 4.80000 67502.40 FENCE, FARM FIELD, 47 IN. | | | 0065 603-06045 360.000 LFT | 19.00000 6840.00| 13.40000 4824.00| 13.40000 4824.00 FENCE, CHAIN LINK, 48 IN. | | | 0066 605-06140 529.000 LFT | 19.00000 10051.00| 14.00000 7406.00| 17.00000 8993.00 CURB AND GUTTER, CONCRETE | | | 0067 605-06245 489.000 SYS | 68.00000 33252.00| 51.25000 25061.25| 55.00000 26895.00 CENTER CURB, B, CONCRETE , WITH | | | CORRUGATIONS | | | 0068 605-06255 802.000 SYS | 57.00000 45714.00| 64.70000 51889.40| 53.00000 42506.00 CENTER CURB, D, CONCRETE | | | 0069 606-07484 41200.000 LFT | 0.10000 4120.00| 0.11000 4532.00| 0.11000 4532.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0070 609-06259 414.000 SYS | 78.01000 32296.14| 75.00000 31050.00| 85.00000 35190.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0071 615-06490 2.000 EACH | 164.00000 328.00| 150.00000 300.00| 150.00000 300.00 RIGHT OF WAY MARKER | | | 0072 615-06505 5.000 EACH | 661.00000 3305.00| 475.00000 2375.00| 475.00000 2375.00 MONUMENT, B | | | 0073 615-06510 18.000 EACH | 395.00000 7110.00| 375.00000 6750.00| 275.00000 4950.00 MONUMENT, C | | | 0074 615-06515 31.000 EACH | 105.00000 3255.00| 200.00000 6200.00| 65.00000 2015.00 MONUMENT, D | | | 0075 615-06527 1.000 EACH | 605.00000 605.00| 425.00000 425.00| 385.00000 385.00 MONUMENT, SECTION CORNER | | | 0076 616-02320 3498.000 SYS | 1.70000 5946.60| 1.01000 3532.98| 2.50000 8745.00 GEOTEXTILES | | | 0077 616-06405 3410.000 TON | 22.00000 75020.00| 18.06000 61584.60| 30.00000 102300.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -15 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 621-01004 3.000 EACH | 600.00000 1800.00| 190.00000 570.00| 193.88000 581.64 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-02770 968.000 SYS | 1.44000 1393.92| 1.76000 1703.68| 1.80000 1742.40 EROSION CONTROL BLANKET | | | 0080 621-06545 35.000 TON | 875.00000 30625.00| 700.00000 24500.00| 714.29000 25000.15 FERTILIZER | | | 0081 621-06553 7674.000 LBS | 3.00000 23022.00| 4.09000 31386.66| 4.17000 32000.58 SEED MIXTURE, R | | | 0082 621-06557 5506.000 LBS | 2.00000 11012.00| 1.90000 10461.40| 1.94000 10681.64 SEED MIXTURE, T | | | 0083 621-06565 186.000 TON | 335.00000 62310.00| 190.00000 35340.00| 193.88000 36061.68 MULCHING MATERIAL | | | 0084 621-06567 40.000 kGAL | 12.00000 480.00| 1.00000 40.00| 1.02000 40.80 WATER | | | 0085 621-06574 10758.000 SYS | 3.00000 32274.00| 2.28000 24528.24| 2.33000 25066.14 SODDING | | | 0086 628-09403 30.000 MOS | 4200.00000 126000.00| 2500.00000 75000.00| 5000.00000 150000.00 FIELD OFFICE, C | | | 0087 628-09407 60.000 MOS | 90.00000 5400.00| 200.00000 12000.00| 100.00000 6000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 | | | 0088 628-09408 60.000 MOS | 110.00000 6600.00| 200.00000 12000.00| 100.00000 6000.00 MOBILE LAPTOP COMPUTER SYSTEM , 2 | | | 0089 628-09409 60.000 MOS | 110.00000 6600.00| 100.00000 6000.00| 150.00000 9000.00 MOBILE INTERNET SERVICE , 2 | | | 0090 701-06011 2.000 EACH | 3500.00000 7000.00| 3000.00000 6000.00| 700.00000 1400.00 DYNAMIC PILE LOAD TEST | | | 0091 701-06012 2.000 EACH | 1400.00000 2800.00| 3000.00000 6000.00| 700.00000 1400.00 TEST PILE, RESTRIKE , HP 14X73 | | | 0092 701-06027 2.000 EACH | 4574.00000 9148.00| 3500.00000 7000.00| 3500.00000 7000.00 TEST PILE , HP 14X73 | | | 0093 701-08253 12.000 EACH | 578.70000 6944.40| 476.29000 5715.48| 800.00000 9600.00 PILE SLEEVES | | | 0094 701-92043 150.000 LFT | 614.04000 92106.00| 1201.19000 180178.50| 200.00000 30000.00 CORED HOLE IN ROCK, 18 IN. | | | 0095 701-93575 1374.000 LFT | 57.32000 78757.68| 37.34000 51305.16| 45.00000 61830.00 PILE, STEEL H, HP 14" X 73 | | | 0096 702-51005 97.000 CYS | 442.29000 42902.13| 550.00000 53350.00| 650.00000 63050.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -16 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 702-51015 102.000 CYS | 232.25000 23689.50| 350.00000 35700.00| 400.00000 40800.00 CONCRETE, B, FOOTINGS | | | 0098 703-06028 21932.000 LBS | 0.70000 15352.40| 1.00000 21932.00| 0.90000 19738.80 REINFORCING BARS | | | 0099 703-06029 202801.000 LBS | 0.77000 156156.77| 1.00000 202801.00| 1.00000 202801.00 REINFORCING BARS, EPOXY COATED | | | 0100 704-51002 638.000 CYS | 369.88000 235983.44| 675.00000 430650.00| 465.00000 296670.00 CONCRETE, C, SUPERSTRUCTURE | | | 0101 706-06339 205.000 LFT | 54.00000 11070.00| 70.31000 14413.55| 75.00000 15375.00 RAILING, PF-1 | | | 0102 706-06343 205.000 LFT | 91.00000 18655.00| 96.74000 19831.70| 125.00000 25625.00 RAILING, PS-2 | | | 0103 706-51020 34.000 CYS | 606.40000 20617.60| 535.50000 18207.00| 900.00000 30600.00 CONCRETE, C, RAILING | | | 0104 707-08357 1167.000 LFT | 233.23000 272179.41| 325.00000 379275.00| 316.00000 368772.00 STRUCTURAL MEMBERS, CONCRETE HYBRID | | | 0105 709-07110 14693.000 SFT | 0.40000 5877.20| 0.40000 5877.20| 0.40000 5877.20 SEAL COAT, GRAFFITI RESISTANT | | | 0106 709-51821 LUMP | 8141.50000 8141.50| 15000.00000 15000.00| 8141.50000 8141.50 SURFACE SEAL , STR. NO. 1 | | | 0107 714-01634 439.000 LFT | 450.00000 197550.00| 391.69000 171951.91| 417.00000 183063.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 4' | | | 0108 714-09604 83.000 LFT | 665.00000 55195.00| 603.42000 50083.86| 825.00000 68475.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8.75 FT. X 6 FT. | | | 0109 714-26703 175.000 LFT | 365.00000 63875.00| 315.01000 55126.75| 375.00000 65625.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0110 715-05019 617.000 LFT | 53.00000 32701.00| 60.60000 37390.20| 50.00000 30850.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0111 715-05048 52096.000 LFT | 2.35000 122425.60| 1.97000 102629.12| 2.50000 130240.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0112 715-05052 400.000 LFT | 14.00000 5600.00| 25.82000 10328.00| 30.00000 12000.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0113 715-05053 5394.000 LFT | 10.00000 53940.00| 9.54000 51458.76| 12.00000 64728.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0114 715-05123 100.000 LFT | 25.50000 2550.00| 38.31000 3831.00| 45.00000 4500.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -17 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 715-05127 180.000 LFT | 76.00000 13680.00| 67.89000 12220.20| 55.00000 9900.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0116 715-05149 742.000 LFT | 18.00000 13356.00| 19.57000 14520.94| 30.00000 22260.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0117 715-05151 830.000 LFT | 22.00000 18260.00| 20.69000 17172.70| 18.00000 14940.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0118 715-05152 40.000 LFT | 29.00000 1160.00| 75.54000 3021.60| 50.00000 2000.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0119 715-05212 400.000 LFT | 20.00000 8000.00| 34.40000 13760.00| 45.00000 18000.00 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0120 715-05443 10.000 LFT | 24.50000 245.00| 79.99000 799.90| 55.00000 550.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0121 715-05842 2.000 EACH | 1900.00000 3800.00| 893.67000 1787.34| 1200.00000 2400.00 CONCRETE ANCHOR, 42 IN. | | | 0122 715-09446 400.000 LFT | 42.00000 16800.00| 57.25000 22900.00| 60.00000 24000.00 PIPE, TYPE 4, CIRCULAR, 36 IN. | | | 0123 715-09447 10.000 LFT | 70.00000 700.00| 276.87000 2768.70| 65.00000 650.00 PIPE, DRAIN TILE TERMINAL SECTION, 24 | | | IN. | | | 0124 715-09448 10.000 LFT | 80.00000 800.00| 352.49000 3524.90| 80.00000 800.00 PIPE, DRAIN TILE, TERMINAL SECTION, 36 | | | IN. | | | 0125 715-46005 11.000 EACH | 280.00000 3080.00| 338.51000 3723.61| 700.00000 7700.00 PIPE END SECTION, 15 IN. | | | 0126 715-46040 2.000 EACH | 1200.00000 2400.00| 1416.42000 2832.84| 1500.00000 3000.00 PIPE END SECTION, 36 IN. | | | 0127 718-06528 26.000 EACH | 590.00000 15340.00| 769.88000 20016.88| 260.00000 6760.00 OUTLET PROTECTOR, 1 | | | 0128 718-06529 16.000 EACH | 560.00000 8960.00| 550.76000 8812.16| 230.00000 3680.00 OUTLET PROTECTOR, 2 | | | 0129 718-06531 52.000 EACH | 540.00000 28080.00| 550.76000 28639.52| 290.00000 15080.00 OUTLET PROTECTOR, 3 | | | 0130 718-06532 9500.000 LFT | 0.85000 8075.00| 0.70000 6650.00| 0.85000 8075.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0131 718-52610 5281.000 CYS | 29.00000 153149.00| 24.22000 127905.82| 32.00000 168992.00 AGGREGATE FOR UNDERDRAINS | | | 0132 718-99153 63582.000 SYS | 0.90000 57223.80| 0.71000 45143.22| 0.60000 38149.20 GEOTEXTILES FOR UNDERDRAIN | | | 0133 720-45066 10.000 EACH | 2350.00000 23500.00| 2929.82000 29298.20| 3000.00000 30000.00 INLET, N12, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -18 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0134 720-45069 9.000 EACH | 1550.00000 13950.00| 2730.82000 24577.38| 2750.00000 24750.00 INLET, P12 | | | 0135 721-43000 9.000 EACH | 500.00000 4500.00| 998.85000 8989.65| 400.00000 3600.00 AUTOMATIC DRAINAGE GATE, 12 IN. | | | 0136 721-43010 1.000 EACH | 665.00000 665.00| 1609.43000 1609.43| 520.00000 520.00 AUTOMATIC DRAINAGE GATE, 18 IN. | | | 0137 723-08608 1217.000 SFT | 61.60000 74967.20| 19.19000 23354.23| 60.00000 73020.00 WINGWALL | | | 0138 723-09605 237.000 LFT | 2062.60000 488836.20| 2800.00000 663600.00| 2675.00000 633975.00 STRUCTURE, PRECAST THREE-SIDED, 336 IN. | | | X 176 IN. | | | 0139 731-93945 4875.000 SFT | 15.40000 75075.00| 15.00000 73125.00| 29.00000 141375.00 FACE PANELS, CONCRETE | | | 0140 731-93946 4875.000 SFT | 7.86000 38317.50| 10.00000 48750.00| 6.25000 30468.75 WALL ERECTION | | | 0141 731-93947 292.000 LFT | 38.89000 11355.88| 18.50000 5402.00| 30.00000 8760.00 LEVELING PAD, CONCRETE | | | 0142 801-04308 6.000 EACH | 488.00000 2928.00| 488.00000 2928.00| 300.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0143 801-06625 20.000 EACH | 134.00000 2680.00| 134.00000 2680.00| 200.00000 4000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0144 801-06640 8.000 EACH | 295.00000 2360.00| 295.00000 2360.00| 240.00000 1920.00 CONSTRUCTION SIGN, A | | | 0145 801-06775 LUMP | 100000.00000 100000.00| 400000.00000 400000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0146 801-07119 96.000 LFT | 28.00000 2688.00| 28.00000 2688.00| 25.00000 2400.00 BARRICADE, III-B | | | 0147 801-08509 408.000 LFT | 38.00000 15504.00| 36.04000 14704.32| 45.00000 18360.00 TEMPORARY TRAFFIC BARRIER, TYPE 3, | | | ANCHORED | | | 0148 802-05704 38.000 LFT | 21.00000 798.00| 21.00000 798.00| 29.00000 1102.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0149 802-07059 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 50.00000 50.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0150 802-76025 20.000 SFT | 28.00000 560.00| 28.00000 560.00| 27.00000 540.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0151 804-06770 94.000 EACH | 20.00000 1880.00| 20.00000 1880.00| 28.00000 2632.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 141 -19 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 141 CONTRACT ID : SIR-30106-A COUNTIES : HOWARD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( 6 ) 31-1023518 |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |KOKOSING CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0153 808-03631 494.000 LFT | 3.00000 1482.00| 3.00000 1482.00| 3.00000 1482.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0154 808-03632 247.000 LFT | 3.00000 741.00| 3.00000 741.00| 3.00000 741.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0155 808-06703 4981.000 LFT | 0.47000 2341.07| 0.47000 2341.07| 0.52000 2590.12 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0156 808-06714 688.000 LFT | 0.70000 481.60| 0.70000 481.60| 0.78000 536.64 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0157 808-75245 3113.000 LFT | 0.47000 1463.11| 0.47000 1463.11| 0.52000 1618.76 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0158 808-75278 466.000 LFT | 2.00000 932.00| 2.00000 932.00| 2.23000 1039.18 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0159 808-92027 1620.000 LFT | 0.88000 1425.60| 0.88000 1425.60| 0.98000 1587.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0160 205-06933 2.000 EACH | 2500.00000 5000.00| 100.00000 200.00| 150.00000 300.00 TEMPORARY DITCH INLET PROTECTION , | | | MODIFIED | | | 0161 202-01261 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1000.00000 1000.00 TESTING FOR ASBESTOS | | | 0162 601-01522 4.000 EACH | 1860.00000 7440.00| 1800.00000 7200.00| 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0163 621-03909 966.000 LBS | 14.50000 14007.00| 17.50000 16905.00| 17.86000 17252.76 SEED MIXTURE, NATIVE | | | 0164 622-52436 102.000 EACH | 23.00000 2346.00| 35.00000 3570.00| 35.71000 3642.42 SIGN, DO NOT MOW OR SPRAY | | | 0166 720-45410 10.000 EACH | 1100.00000 11000.00| 2113.23000 21132.30| 2200.00000 22000.00 MANHOLE, C4 | | | 0167 715-05169 38.000 LFT | 22.00000 836.00| 21.08000 801.04| 40.00000 1520.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | SECTION TOTALS | $ 12,489,884.99| $ 13,049,350.43| $ 13,380,701.06 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,489,884.99| $ 13,049,350.43| $ 13,380,701.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -1 VENDOR RANKING CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 10/31/11 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400997 0400999 0401000 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 29,562,585.69 100.0000% 2 36-2231526 WALSH CONSTR COMPANY $ 30,864,022.97 104.4023% 3 35-1917625 MILESTONE CONTRACTORS LP $ 31,148,984.94 105.3662% 4 36-3543170 T J LAMBRECHT CONSTRUCTION $ 32,079,615.95 108.5142% 5 99-9994759 RIETH RILEY/WEDDLE J/V $ 35,042,921.28 118.5381% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -2 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 278000.00000 278000.00| 578626.62000 578626.62| 225000.00000 225000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 3.000 EACH | 88.00000 264.00| 125.00000 375.00| 100.00000 300.00 RADIO | | | 0003 105-08520 2.000 EACH | 129.00000 258.00| 125.00000 250.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 64.000 MOS | 70.00000 4480.00| 100.00000 6400.00| 120.00000 7680.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 96.000 MOS | 65.00000 6240.00| 100.00000 9600.00| 120.00000 11520.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 17000.00000 17000.00| 30000.00000 30000.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0015 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0016 110-01001 LUMP | 1476000.00000 1476000.00| 1543201.00000 1543201.00| 1059410.00000 1059410.00 MOBILIZATION AND DEMOBILIZATION | | | 0017 201-52370 LUMP | 210000.00000 210000.00| 310605.00000 310605.00| 300000.00000 300000.00 CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -3 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 10000.00000 10000.00| 75000.00000 75000.00| 14500.00000 14500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0019 202-03000 LUMP | 5000.00000 5000.00| 60000.00000 60000.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0020 202-03000 LUMP | 7500.00000 7500.00| 75000.00000 75000.00| 8900.00000 8900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 91 | | | 0021 202-05543 500.000 SFT | 5.00000 2500.00| 50.00000 25000.00| 10.00000 5000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0022 203-02000 1463800.000 CYS | 4.31000 6308978.00| 4.40000 6440720.00| 3.95000 5782010.00 EXCAVATION, COMMON | | | 0023 205-02236 19.000 EACH | 160.00000 3040.00| 415.00000 7885.00| 220.00000 4180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION , AGGREGATE RING | | | 0024 205-03371 300.000 CYS | 12.00000 3600.00| 30.00000 9000.00| 9.00000 2700.00 SEDIMENT, REMOVE | | | 0025 205-06930 68.200 TON | 35.00000 2387.00| 30.00000 2046.00| 50.00000 3410.00 SPLASHPAD, RIPRAP | | | 0026 205-06931 3040.000 TON | 30.00000 91200.00| 25.00000 76000.00| 53.00000 161120.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0027 205-06936 1400.000 TON | 27.00000 37800.00| 25.00000 35000.00| 37.00000 51800.00 TEMPORARY SEDIMENT TRAP | | | 0028 205-06937 7381.000 LFT | 1.40000 10333.40| 1.49000 10997.69| 2.10000 15500.10 TEMPORARY SILT FENCE | | | 0029 205-06938 1067.000 LFT | 10.50000 11203.50| 11.00000 11737.00| 25.00000 26675.00 TEMPORARY SLOPE DRAIN | | | 0030 205-08517 2152.000 TON | 22.00000 47344.00| 21.00000 45192.00| 35.00000 75320.00 ROCK FILTER BERM | | | 0031 205-09543 100.000 TON | 17.50000 1750.00| 25.00000 2500.00| 20.00000 2000.00 NO 2 STONE | | | 0032 206-51220 227.000 CYS | 8.15000 1850.05| 20.09000 4560.43| 105.00000 23835.00 EXCAVATION, WET | | | 0033 206-51225 304.000 CYS | 6.05000 1839.20| 13.68000 4158.72| 45.00000 13680.00 EXCAVATION, DRY | | | 0034 206-51230 165.000 CYS | 11.15000 1839.75| 16.27000 2684.55| 55.00000 9075.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -4 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 207-08262 280429.000 SYS | 1.50000 420643.50| 0.40000 112171.60| 1.30000 364557.70 SUBGRADE TREATMENT, TYPE I | | | 0036 207-08264 11931.000 SYS | 1.40000 16703.40| 2.10000 25055.10| 1.30000 15510.30 SUBGRADE TREATMENT, TYPE II | | | 0037 207-08267 108.000 SYS | 7.00000 756.00| 9.00000 972.00| 11.00000 1188.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0038 211-02050 9910.000 CYS | 9.00000 89190.00| 7.07000 70063.70| 22.00000 218020.00 B BORROW | | | 0039 211-06467 151.000 CYS | 70.00000 10570.00| 42.00000 6342.00| 65.00000 9815.00 AGGREGATE FOR END BENT BACKFILL | | | 0040 211-09264 5965.000 CYS | 19.00000 113335.00| 25.00000 149125.00| 22.00000 131230.00 STRUCTURE BACKFILL, TYPE 1 | | | 0041 211-09266 23370.000 CYS | 17.00000 397290.00| 2.99000 69876.30| 22.00000 514140.00 STRUCTURE BACKFILL, TYPE 3 | | | 0042 215-07043 140000.000 SYS | 2.30000 322000.00| 3.25000 455000.00| 3.25000 455000.00 CHEMICAL MODIFICATION, SOILS | | | 0043 301-07448 59833.000 TON | 15.00000 897495.00| 14.82000 886725.06| 16.50000 987244.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0044 302-06464 46676.000 CYS | 27.00000 1260252.00| 31.50000 1470294.00| 37.40000 1745682.40 SUBBASE FOR PCCP | | | 0045 302-07455 480.000 CYS | 53.00000 25440.00| 38.56000 18508.80| 65.00000 31200.00 DENSE GRADED SUBBASE | | | 0046 302-08562 6000.000 TON | 16.00000 96000.00| 18.66000 111960.00| 18.00000 108000.00 COARSE AGGREGATE, 8 | | | 0047 306-08043 533.000 SYS | 8.00000 4264.00| 7.00000 3731.00| 10.50000 5596.50 MILLING, TRANSITION | | | 0048 401-07407 7462.000 TON | 49.00000 365638.00| 51.00000 380562.00| 51.00000 380562.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0049 402-07432 7183.000 TON | 56.75000 407635.25| 57.50000 413022.50| 57.50000 413022.50 HMA SURFACE, TYPE A | | | 0050 402-07433 1038.000 TON | 58.00000 60204.00| 65.20000 67677.60| 65.20000 67677.60 HMA SURFACE, TYPE B | | | 0051 402-07435 12698.000 TON | 47.50000 603155.00| 46.50000 590457.00| 46.50000 590457.00 HMA INTERMEDIATE, TYPE A | | | 0052 402-07438 2276.000 TON | 48.00000 109248.00| 50.40000 114710.40| 50.40000 114710.40 HMA INTERMEDIATE, TYPE B | | | 0053 402-07440 16774.000 TON | 46.00000 771604.00| 46.70000 783345.80| 46.70000 783345.80 HMA BASE, TYPE A | | | 0054 406-05520 48.000 TON | 525.00000 25200.00| 650.00000 31200.00| 650.00000 31200.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -5 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 501-06266 LUMP | 12000.00000 12000.00| 20000.00000 20000.00| 17000.00000 17000.00 PROFILOGRAPH, PCCP | | | 0056 501-08194 174290.000 SYS | 26.30000 4583827.00| 25.66000 4472281.40| 26.20000 4566398.00 QC/QA-PCCP, 11.5 IN. | | | 0057 503-05240 105523.000 LFT | 8.50000 896945.50| 8.25000 870564.75| 7.30000 770317.90 D-1 CONTRACTION JOINT | | | 0058 503-05310 746.000 LFT | 80.00000 59680.00| 143.88000 107334.48| 150.00000 111900.00 TERMINAL JOINT | | | 0059 601-01522 18.000 EACH | 1800.00000 32400.00| 1800.00000 32400.00| 1800.00000 32400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0060 601-06233 4.000 EACH | 8100.00000 32400.00| 8100.00000 32400.00| 8100.00000 32400.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0061 601-94689 9.000 EACH | 2200.00000 19800.00| 2200.00000 19800.00| 2200.00000 19800.00 GUARDRAIL END TREATMENT, OS | | | 0062 601-94690 9.000 EACH | 3200.00000 28800.00| 3200.00000 28800.00| 3200.00000 28800.00 GUARDRAIL END TREATMENT, MS | | | 0063 601-99105 2300.000 LFT | 16.50000 37950.00| 16.50000 37950.00| 16.70000 38410.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0064 601-99108 2375.000 LFT | 20.50000 48687.50| 20.50000 48687.50| 20.50000 48687.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0065 602-06729 112.000 EACH | 14.00000 1568.00| 15.00000 1680.00| 14.00000 1568.00 BARRIER DELINEATOR | | | 0066 603-06040 58023.000 LFT | 4.80000 278510.40| 4.80000 278510.40| 4.80000 278510.40 FENCE, FARM FIELD, 47 IN. | | | 0067 606-07484 111546.000 LFT | 0.11000 12270.06| 0.11000 12270.06| 1.20000 133855.20 MILLED HMA SHOULDER CORRUGATIONS | | | 0068 609-06259 2997.000 SYS | 65.00000 194805.00| 46.05000 138011.85| 85.00000 254745.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0069 610-07486 1010.000 TON | 68.00000 68680.00| 64.50000 65145.00| 64.50000 65145.00 HMA FOR APPROACHES, TYPE A | | | 0070 615-06505 12.000 EACH | 450.00000 5400.00| 450.00000 5400.00| 450.00000 5400.00 MONUMENT, B | | | 0071 615-06510 63.000 EACH | 250.00000 15750.00| 250.00000 15750.00| 250.00000 15750.00 MONUMENT, C | | | 0072 615-06515 4.000 EACH | 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 MONUMENT, D | | | 0073 615-06527 1.000 EACH | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -6 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 616-02305 1475.000 CYS | 75.00000 110625.00| 80.00000 118000.00| 204.76000 302021.00 GABIONS MATTRESS, PVC COATED | | | 0076 616-02320 14146.000 SYS | 2.00000 28292.00| 0.95000 13438.70| 1.50000 21219.00 GEOTEXTILES | | | 0077 616-05688 1013.000 TON | 41.50000 42039.50| 45.00000 45585.00| 55.00000 55715.00 RIPRAP, CLASS 1 | | | 0078 616-05689 1075.000 TON | 43.00000 46225.00| 45.00000 48375.00| 55.00000 59125.00 RIPRAP, CLASS 2 | | | 0079 616-06405 6166.000 TON | 22.50000 138735.00| 22.50000 138735.00| 27.00000 166482.00 RIPRAP, REVETMENT | | | 0080 621-01004 6.000 EACH | 275.00000 1650.00| 275.00000 1650.00| 278.00000 1668.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0081 621-06545 47.000 TON | 775.00000 36425.00| 775.00000 36425.00| 780.00000 36660.00 FERTILIZER | | | 0082 621-06553 15900.000 LBS | 3.92000 62328.00| 3.92000 62328.00| 3.48000 55332.00 SEED MIXTURE, R | | | 0083 621-06557 7520.000 LBS | 1.65000 12408.00| 1.65000 12408.00| 1.95000 14664.00 SEED MIXTURE, T | | | 0084 621-06565 376.000 TON | 190.00000 71440.00| 190.00000 71440.00| 314.00000 118064.00 MULCHING MATERIAL | | | 0085 621-06567 245.000 kGAL | 1.00000 245.00| 1.00000 245.00| 1.00000 245.00 WATER | | | 0086 621-06574 68608.000 SYS | 2.26000 155054.08| 2.61000 179066.88| 3.09000 211998.72 SODDING | | | 0087 622-52436 12.000 EACH | 40.00000 480.00| 40.00000 480.00| 58.00000 696.00 SIGN, DO NOT MOW OR SPRAY | | | 0088 622-91786 1204.000 EACH | 8.65000 10414.60| 8.65000 10414.60| 9.00000 10836.00 SEEDLING | | | 0089 625-09374 200.000 CYS | 375.00000 75000.00| 55.00000 11000.00| 180.00000 36000.00 GABIONS, PVC COATED | | | 0090 628-09403 32.000 MOS | 1400.00000 44800.00| 2750.00000 88000.00| 2000.00000 64000.00 FIELD OFFICE, C | | | 0091 628-09407 32.000 MOS | 88.00000 2816.00| 200.00000 6400.00| 100.00000 3200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 | | | 0092 701-06011 10.000 EACH | 2000.00000 20000.00| 4500.00000 45000.00| 2800.00000 28000.00 DYNAMIC PILE LOAD TEST | | | 0093 701-06012 10.000 EACH | 1000.00000 10000.00| 2000.00000 20000.00| 1500.00000 15000.00 TEST PILE, RESTRIKE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -7 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 701-06027 10.000 EACH | 500.00000 5000.00| 2000.00000 20000.00| 4000.00000 40000.00 TEST PILE | | | 0095 701-91792 190.000 EACH | 115.00000 21850.00| 100.00000 19000.00| 130.00000 24700.00 PILE TIP, STEEL H | | | 0096 701-95780 12975.000 LFT | 40.00000 519000.00| 41.32000 536127.00| 55.00000 713625.00 PILE, STEEL H, HP 12" X 74 | | | 0097 702-51005 411.000 CYS | 550.00000 226050.00| 475.00000 195225.00| 450.00000 184950.00 CONCRETE, A, SUBSTRUCTURE | | | 0098 702-51015 161.400 CYS | 325.00000 52455.00| 400.00000 64560.00| 500.00000 80700.00 CONCRETE, B, FOOTINGS | | | 0099 702-51110 322.000 LBS | 4.50000 1449.00| 4.39000 1413.58| 4.40000 1416.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0100 703-51030 27272.000 LBS | 0.60000 16363.20| 0.55000 14999.60| 0.65000 17726.80 REINFORCING STEEL | | | 0101 703-51032 909830.000 LBS | 0.66000 600487.80| 0.64000 582291.20| 0.70000 636881.00 REINFORCING STEEL, EPOXY COATED | | | 0102 703-97936 133.000 EACH | 19.00000 2527.00| 12.99000 1727.67| 16.00000 2128.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0103 704-51002 2240.100 CYS | 435.00000 974443.50| 625.00000 1400062.50| 500.00000 1120050.00 CONCRETE, C, SUPERSTRUCTURE | | | 0104 706-05732 32.000 EACH | 1600.00000 51200.00| 648.73000 20759.36| 1200.00000 38400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0105 706-08496 847.000 SYS | 100.00000 84700.00| 48.94000 41452.18| 145.00000 122815.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0106 706-51020 302.600 CYS | 415.00000 125579.00| 236.19000 71471.09| 400.00000 121040.00 CONCRETE, C, RAILING | | | 0107 707-05984 980.000 LFT | 165.00000 161700.00| 275.00000 269500.00| 220.00000 215600.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0108 707-07605 1652.000 LFT | 235.00000 388220.00| 300.00000 495600.00| 250.00000 413000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0109 707-08643 1961.000 LFT | 229.00000 449069.00| 300.00000 588300.00| 250.00000 490250.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 48 IN. | | | 0110 707-09365 1563.000 LFT | 230.00000 359490.00| 350.00000 547050.00| 295.00000 461085.00 STRUCTURAL MEMBER, CONCRETE, BULB-T | | | BEAM, 66 IN. X 48 IN. | | | 0111 709-51821 LUMP | 7400.00000 7400.00| 15000.00000 15000.00| 8400.00000 8400.00 SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -8 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 709-51821 LUMP | 6400.00000 6400.00| 12000.00000 12000.00| 7100.00000 7100.00 SURFACE SEAL , STR. NO. 2 | | | 0113 709-51821 LUMP | 2100.00000 2100.00| 10000.00000 10000.00| 2150.00000 2150.00 SURFACE SEAL , STR. NO. 3 | | | 0114 709-51821 LUMP | 2400.00000 2400.00| 10000.00000 10000.00| 2600.00000 2600.00 SURFACE SEAL , STR. NO. 4 | | | 0115 709-51821 LUMP | 2100.00000 2100.00| 10000.00000 10000.00| 2235.00000 2235.00 SURFACE SEAL , STR. NO. 5 | | | 0116 709-51821 LUMP | 3200.00000 3200.00| 15000.00000 15000.00| 3655.00000 3655.00 SURFACE SEAL , STR. NO. 6 | | | 0117 709-51821 LUMP | 2900.00000 2900.00| 10000.00000 10000.00| 2170.00000 2170.00 SURFACE SEAL , STR. NO. 7 | | | 0118 709-51821 LUMP | 3200.00000 3200.00| 15000.00000 15000.00| 3405.00000 3405.00 SURFACE SEAL , STR. NO. 8 | | | 0119 714-01366 213.000 LFT | 625.00000 133125.00| 575.00000 122475.00| 715.00000 152295.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 4' | | | 0120 714-01634 64.000 LFT | 500.00000 32000.00| 385.00000 24640.00| 475.00000 30400.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 4' | | | 0121 714-08514 1757.000 SFT | 64.00000 112448.00| 14.00000 24598.00| 100.00000 175700.00 WINGWALL | | | 0122 714-26708 428.000 LFT | 450.00000 192600.00| 405.00000 173340.00| 450.00000 192600.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 4' | | | 0123 715-02628 1.000 EACH | 600.00000 600.00| 585.00000 585.00| 600.00000 600.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0124 715-02629 2.000 EACH | 850.00000 1700.00| 610.00000 1220.00| 650.00000 1300.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0125 715-05048 111052.000 LFT | 1.60000 177683.20| 1.41000 156583.32| 2.50000 277630.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0126 715-05049 1000.000 LFT | 5.00000 5000.00| 4.00000 4000.00| 18.00000 18000.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0127 715-05051 1000.000 LFT | 5.50000 5500.00| 5.00000 5000.00| 19.00000 19000.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0128 715-05052 1000.000 LFT | 8.00000 8000.00| 8.00000 8000.00| 20.00000 20000.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0129 715-05053 10774.000 LFT | 11.00000 118514.00| 7.69000 82852.06| 7.80000 84037.20 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -9 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 715-05118 340.000 LFT | 28.00000 9520.00| 30.00000 10200.00| 24.00000 8160.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0131 715-05119 199.000 LFT | 29.00000 5771.00| 35.00000 6965.00| 26.00000 5174.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0132 715-05121 198.000 LFT | 39.00000 7722.00| 37.00000 7326.00| 30.00000 5940.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0133 715-05151 1247.000 LFT | 25.00000 31175.00| 35.00000 43645.00| 25.00000 31175.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0134 715-05152 754.000 LFT | 27.00000 20358.00| 37.00000 27898.00| 26.00000 19604.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0135 715-05169 180.000 LFT | 31.00000 5580.00| 35.00000 6300.00| 30.00000 5400.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0136 715-05171 90.000 LFT | 30.00000 2700.00| 44.00000 3960.00| 32.00000 2880.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0137 715-05407 298.000 LFT | 6.00000 1788.00| 4.55000 1355.90| 12.00000 3576.00 PIPE, END BENT DRAIN, 6 IN. | | | 0138 715-07536 2.000 EACH | 1600.00000 3200.00| 1100.00000 2200.00| 2500.00000 5000.00 CONCRETE ANCHOR, MIN. AREA 12.9 SFT. | | | 0139 715-08077 258.000 LFT | 158.00000 40764.00| 225.00000 58050.00| 160.00000 41280.00 PIPE, RCHEP, HE-III, DO.3=50, MIN. AREA | | | 12.9 SQ. FT. | | | 0140 715-46005 14.000 EACH | 350.00000 4900.00| 550.00000 7700.00| 500.00000 7000.00 PIPE END SECTION, 15 IN. | | | 0141 715-46010 13.000 EACH | 400.00000 5200.00| 600.00000 7800.00| 520.00000 6760.00 PIPE END SECTION, 18 IN. | | | 0142 715-91361 25.000 LFT | 20.00000 500.00| 40.13000 1003.25| 29.00000 725.00 PIPE, PVC, 6 IN. | | | 0143 715-97686 4.000 EACH | 5500.00000 22000.00| 5000.00000 20000.00| 7000.00000 28000.00 GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0144 718-06529 218.000 EACH | 400.00000 87200.00| 498.44000 108659.92| 520.00000 113360.00 OUTLET PROTECTOR, 2 | | | 0145 718-06531 160.000 EACH | 375.00000 60000.00| 498.44000 79750.40| 490.00000 78400.00 OUTLET PROTECTOR, 3 | | | 0146 718-06532 10000.000 LFT | 0.75000 7500.00| 0.75000 7500.00| 0.90000 9000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0147 718-52610 9291.000 CYS | 32.50000 301957.50| 33.17000 308182.47| 31.00000 288021.00 AGGREGATE FOR UNDERDRAINS | | | 0148 718-99153 101062.000 SYS | 1.00000 101062.00| 1.31000 132391.22| 0.46000 46488.52 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -10 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0150 720-45065 11.000 EACH | 2500.00000 27500.00| 2400.00000 26400.00| 2900.00000 31900.00 INLET, N12 | | | 0151 720-45069 8.000 EACH | 2500.00000 20000.00| 2000.00000 16000.00| 2700.00000 21600.00 INLET, P12 | | | 0152 720-45141 1.000 EACH | 1700.00000 1700.00| 2200.00000 2200.00| 2800.00000 2800.00 INLET, H5, MODIFIED | | | 0153 723-06912 340.000 LFT | 1600.00000 544000.00| 1500.00000 510000.00| 1450.00000 493000.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 96 IN. | | | 0155 731-93945 39840.000 SFT | 14.50000 577680.00| 13.45000 535848.00| 15.00000 597600.00 FACE PANELS, CONCRETE | | | 0156 731-93946 39840.000 SFT | 10.00000 398400.00| 8.00000 318720.00| 10.00000 398400.00 WALL ERECTION | | | 0157 731-93947 2278.000 LFT | 21.00000 47838.00| 14.00000 31892.00| 60.00000 136680.00 LEVELING PAD, CONCRETE | | | 0158 801-01093 2.000 EACH | 1995.00000 3990.00| 895.00000 1790.00| 1400.00000 2800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0159 801-03290 2.000 EACH | 425.00000 850.00| 345.00000 690.00| 430.00000 860.00 CONSTRUCTION SIGN, C | | | 0160 801-04308 8.000 EACH | 895.00000 7160.00| 695.00000 5560.00| 700.00000 5600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06625 18.000 EACH | 165.00000 2970.00| 165.00000 2970.00| 170.00000 3060.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0162 801-06640 8.000 EACH | 395.00000 3160.00| 295.00000 2360.00| 340.00000 2720.00 CONSTRUCTION SIGN, A | | | 0163 801-06645 4.000 EACH | 145.00000 580.00| 145.00000 580.00| 100.00000 400.00 CONSTRUCTION SIGN, B | | | 0164 801-06775 LUMP | 90000.00000 90000.00| 400000.00000 400000.00| 181600.00000 181600.00 MAINTAINING TRAFFIC | | | 0165 801-07119 96.000 LFT | 31.50000 3024.00| 31.50000 3024.00| 38.40000 3686.40 BARRICADE, III-B | | | 0166 802-05701 1653.600 LFT | 15.00000 24804.00| 9.20000 15213.12| 16.00000 26457.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0167 802-76025 410.700 SFT | 30.00000 12321.00| 19.30000 7926.51| 19.00000 7803.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0168 802-76035 162.000 SFT | 31.50000 5103.00| 19.30000 3126.60| 20.00000 3240.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -11 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0169 802-76045 96.000 SFT | 33.50000 3216.00| 18.00000 1728.00| 23.00000 2208.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0170 808-03002 14212.000 LFT | 0.20000 2842.40| 0.20000 2842.40| 0.20000 2842.40 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0171 808-03631 64704.000 LFT | 0.20000 12940.80| 0.20000 12940.80| 0.20000 12940.80 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0172 808-03632 56778.000 LFT | 0.20000 11355.60| 0.20000 11355.60| 0.20000 11355.60 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0173 808-06713 8202.000 LFT | 0.20000 1640.40| 0.20000 1640.40| 0.20000 1640.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0174 808-74807 28.000 EACH | 145.00000 4060.00| 145.00000 4060.00| 146.00000 4088.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0175 808-74808 29.000 EACH | 198.00000 5742.00| 198.00000 5742.00| 200.00000 5800.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0176 808-75245 7408.000 LFT | 0.20000 1481.60| 0.20000 1481.60| 0.20000 1481.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0177 808-75297 109.000 LFT | 4.00000 436.00| 4.00000 436.00| 4.00000 436.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0178 202-03000 LUMP | 7000.00000 7000.00| 2454.49000 2454.49| 3800.00000 3800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 94 | | | 0179 720-08617 2.000 EACH | 300.00000 600.00| 805.19000 1610.38| 850.00000 1700.00 INLET, INTAKE RISER | | | 0180 202-01261 1.000 EACH | 750.00000 750.00| 1000.00000 1000.00| 800.00000 800.00 TESTING FOR ASBESTOS | | | 0181 202-03729 500.000 LFT | 20.00000 10000.00| 35.00000 17500.00| 14.00000 7000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0182 202-05858 500.000 CFT | 5.00000 2500.00| 50.00000 25000.00| 12.00000 6000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0183 723-07068 270.000 LFT | 1500.00000 405000.00| 904.38000 244182.60| 1300.00000 351000.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 84 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -12 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 36-2231526 |( 3 ) 35-1917625 |CRIDER & CRIDER INC |WALSH CONSTR COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0184 501-06727 LUMP | 10000.00000 10000.00| 10604.26000 10604.26| 9500.00000 9500.00 CORING, PCCP | | | SECTION TOTALS | $ 29,562,585.69| $ 30,864,022.97| $ 31,148,984.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,562,585.69| $ 30,864,022.97| $ 31,148,984.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -13 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 248335.33000 248335.33| 164600.00000 164600.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 3.000 EACH | 67.74000 203.22| 100.00000 300.00| RADIO | | | 0003 105-08520 2.000 EACH | 67.74000 135.48| 100.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 64.000 MOS | 77.28000 4945.92| 100.00000 6400.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 96.000 MOS | 32.70000 3139.20| 100.00000 9600.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 14600.00000 14600.00| 14600.00000 14600.00| PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0015 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0016 110-01001 LUMP | 1600000.00000 1600000.00| 1970561.00000 1970561.00| MOBILIZATION AND DEMOBILIZATION | | | 0017 201-52370 LUMP | 320000.00000 320000.00| 367919.27000 367919.27| CLEARING RIGHT OF WAY | | | 0018 202-03000 LUMP | 13950.00000 13950.00| 14647.50000 14647.50| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -14 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 2300.00000 2300.00| 2415.00000 2415.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0020 202-03000 LUMP | 8760.00000 8760.00| 9198.00000 9198.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 91 | | | 0021 202-05543 500.000 SFT | 10.00000 5000.00| 10.00000 5000.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0022 203-02000 1463800.000 CYS | 4.71000 6894498.00| 5.05000 7392190.00| EXCAVATION, COMMON | | | 0023 205-02236 19.000 EACH | 718.00000 13642.00| 310.83000 5905.77| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION , AGGREGATE RING | | | 0024 205-03371 300.000 CYS | 14.76000 4428.00| 13.98000 4194.00| SEDIMENT, REMOVE | | | 0025 205-06930 68.200 TON | 89.68000 6116.18| 52.06000 3550.49| SPLASHPAD, RIPRAP | | | 0026 205-06931 3040.000 TON | 54.55000 165832.00| 42.45000 129048.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0027 205-06936 1400.000 TON | 49.92000 69888.00| 30.09000 42126.00| TEMPORARY SEDIMENT TRAP | | | 0028 205-06937 7381.000 LFT | 2.44000 18009.64| 2.05000 15131.05| TEMPORARY SILT FENCE | | | 0029 205-06938 1067.000 LFT | 18.53000 19771.51| 26.15000 27902.05| TEMPORARY SLOPE DRAIN | | | 0030 205-08517 2152.000 TON | 26.89000 57867.28| 32.66000 70284.32| ROCK FILTER BERM | | | 0031 205-09543 100.000 TON | 31.47000 3147.00| 46.98000 4698.00| NO 2 STONE | | | 0032 206-51220 227.000 CYS | 8.19000 1859.13| 39.57000 8982.39| EXCAVATION, WET | | | 0033 206-51225 304.000 CYS | 6.08000 1848.32| 39.57000 12029.28| EXCAVATION, DRY | | | 0034 206-51230 165.000 CYS | 11.21000 1849.65| 39.57000 6529.05| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0035 207-08262 280429.000 SYS | 1.20000 336514.80| 4.00000 1121716.00| SUBGRADE TREATMENT, TYPE I | | | 0036 207-08264 11931.000 SYS | 1.45000 17299.95| 1.34000 15987.54| SUBGRADE TREATMENT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -15 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 207-08267 108.000 SYS | 9.00000 972.00| 12.08000 1304.64| SUBGRADE TREATMENT, TYPE IIIA | | | 0038 211-02050 9910.000 CYS | 17.09000 169361.90| 34.55000 342390.50| B BORROW | | | 0039 211-06467 151.000 CYS | 70.35000 10622.85| 56.35000 8508.85| AGGREGATE FOR END BENT BACKFILL | | | 0040 211-09264 5965.000 CYS | 49.23000 293656.95| 46.45000 277074.25| STRUCTURE BACKFILL, TYPE 1 | | | 0041 211-09266 23370.000 CYS | 17.09000 399393.30| 31.59000 738258.30| STRUCTURE BACKFILL, TYPE 3 | | | 0042 215-07043 140000.000 SYS | 3.77000 527800.00| 3.25000 455000.00| CHEMICAL MODIFICATION, SOILS | | | 0043 301-07448 59833.000 TON | 17.06000 1020750.98| 17.50000 1047077.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0044 302-06464 46676.000 CYS | 35.50000 1656998.00| 39.00000 1820364.00| SUBBASE FOR PCCP | | | 0045 302-07455 480.000 CYS | 53.27000 25569.60| 56.30000 27024.00| DENSE GRADED SUBBASE | | | 0046 302-08562 6000.000 TON | 19.52000 117120.00| 23.79000 142740.00| COARSE AGGREGATE, 8 | | | 0047 306-08043 533.000 SYS | 6.57000 3501.81| 10.50000 5596.50| MILLING, TRANSITION | | | 0048 401-07407 7462.000 TON | 51.00000 380562.00| 51.00000 380562.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0049 402-07432 7183.000 TON | 57.50000 413022.50| 55.50000 398656.50| HMA SURFACE, TYPE A | | | 0050 402-07433 1038.000 TON | 65.20000 67677.60| 64.00000 66432.00| HMA SURFACE, TYPE B | | | 0051 402-07435 12698.000 TON | 46.50000 590457.00| 50.40000 639979.20| HMA INTERMEDIATE, TYPE A | | | 0052 402-07438 2276.000 TON | 50.40000 114710.40| 55.75000 126887.00| HMA INTERMEDIATE, TYPE B | | | 0053 402-07440 16774.000 TON | 46.70000 783345.80| 47.40000 795087.60| HMA BASE, TYPE A | | | 0054 406-05520 48.000 TON | 650.00000 31200.00| 510.00000 24480.00| ASPHALT FOR TACK COAT | | | 0055 501-06266 LUMP | 10375.87000 10375.87| 12000.00000 12000.00| PROFILOGRAPH, PCCP | | | 0056 501-08194 174290.000 SYS | 26.39000 4599513.10| 24.50000 4270105.00| QC/QA-PCCP, 11.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -16 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 503-05240 105523.000 LFT | 8.29000 874785.67| 9.00000 949707.00| D-1 CONTRACTION JOINT | | | 0058 503-05310 746.000 LFT | 82.41000 61477.86| 96.50000 71989.00| TERMINAL JOINT | | | 0059 601-01522 18.000 EACH | 1800.00000 32400.00| 1800.00000 32400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0060 601-06233 4.000 EACH | 8100.00000 32400.00| 8100.00000 32400.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0061 601-94689 9.000 EACH | 2200.00000 19800.00| 2200.00000 19800.00| GUARDRAIL END TREATMENT, OS | | | 0062 601-94690 9.000 EACH | 3200.00000 28800.00| 3200.00000 28800.00| GUARDRAIL END TREATMENT, MS | | | 0063 601-99105 2300.000 LFT | 16.50000 37950.00| 16.50000 37950.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0064 601-99108 2375.000 LFT | 20.50000 48687.50| 20.50000 48687.50| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0065 602-06729 112.000 EACH | 20.00000 2240.00| 14.00000 1568.00| BARRIER DELINEATOR | | | 0066 603-06040 58023.000 LFT | 4.80000 278510.40| 4.80000 278510.40| FENCE, FARM FIELD, 47 IN. | | | 0067 606-07484 111546.000 LFT | 0.14000 15616.44| 0.20000 22309.20| MILLED HMA SHOULDER CORRUGATIONS | | | 0068 609-06259 2997.000 SYS | 65.33000 195794.01| 76.86000 230349.42| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0069 610-07486 1010.000 TON | 64.50000 65145.00| 63.00000 63630.00| HMA FOR APPROACHES, TYPE A | | | 0070 615-06505 12.000 EACH | 450.00000 5400.00| 450.00000 5400.00| MONUMENT, B | | | 0071 615-06510 63.000 EACH | 250.00000 15750.00| 250.00000 15750.00| MONUMENT, C | | | 0072 615-06515 4.000 EACH | 200.00000 800.00| 200.00000 800.00| MONUMENT, D | | | 0073 615-06527 1.000 EACH | 300.00000 300.00| 300.00000 300.00| MONUMENT, SECTION CORNER | | | 0075 616-02305 1475.000 CYS | 75.38000 111185.50| 214.24000 316004.00| GABIONS MATTRESS, PVC COATED | | | 0076 616-02320 14146.000 SYS | 4.21000 59554.66| 1.94000 27443.24| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -17 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 616-05688 1013.000 TON | 60.38000 61164.94| 39.14000 39648.82| RIPRAP, CLASS 1 | | | 0078 616-05689 1075.000 TON | 61.78000 66413.50| 39.14000 42075.50| RIPRAP, CLASS 2 | | | 0079 616-06405 6166.000 TON | 24.14000 148847.24| 27.63000 170366.58| RIPRAP, REVETMENT | | | 0080 621-01004 6.000 EACH | 275.00000 1650.00| 275.00000 1650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0081 621-06545 47.000 TON | 775.00000 36425.00| 775.00000 36425.00| FERTILIZER | | | 0082 621-06553 15900.000 LBS | 3.92000 62328.00| 3.92000 62328.00| SEED MIXTURE, R | | | 0083 621-06557 7520.000 LBS | 1.65000 12408.00| 1.65000 12408.00| SEED MIXTURE, T | | | 0084 621-06565 376.000 TON | 190.00000 71440.00| 190.00000 71440.00| MULCHING MATERIAL | | | 0085 621-06567 245.000 kGAL | 1.00000 245.00| 1.00000 245.00| WATER | | | 0086 621-06574 68608.000 SYS | 2.26000 155054.08| 3.02000 207196.16| SODDING | | | 0087 622-52436 12.000 EACH | 40.00000 480.00| 40.00000 480.00| SIGN, DO NOT MOW OR SPRAY | | | 0088 622-91786 1204.000 EACH | 8.65000 10414.60| 8.65000 10414.60| SEEDLING | | | 0089 625-09374 200.000 CYS | 376.88000 75376.00| 185.39000 37078.00| GABIONS, PVC COATED | | | 0090 628-09403 32.000 MOS | 1760.00000 56320.00| 3200.00000 102400.00| FIELD OFFICE, C | | | 0091 628-09407 32.000 MOS | 54.00000 1728.00| 200.00000 6400.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 | | | 0092 701-06011 10.000 EACH | 2010.05000 20100.50| 1941.03000 19410.30| DYNAMIC PILE LOAD TEST | | | 0093 701-06012 10.000 EACH | 1005.03000 10050.30| 1216.47000 12164.70| TEST PILE, RESTRIKE | | | 0094 701-06027 10.000 EACH | 502.51000 5025.10| 2536.90000 25369.00| TEST PILE | | | 0095 701-91792 190.000 EACH | 115.58000 21960.20| 128.10000 24339.00| PILE TIP, STEEL H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -18 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 701-95780 12975.000 LFT | 40.20000 521595.00| 35.81000 464634.75| PILE, STEEL H, HP 12" X 74 | | | 0097 702-51005 411.000 CYS | 552.76000 227184.36| 676.74000 278140.14| CONCRETE, A, SUBSTRUCTURE | | | 0098 702-51015 161.400 CYS | 326.63000 52718.08| 329.27000 53144.18| CONCRETE, B, FOOTINGS | | | 0099 702-51110 322.000 LBS | 4.52000 1455.44| 3.32000 1069.04| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0100 703-51030 27272.000 LBS | 0.60000 16363.20| 0.86000 23453.92| REINFORCING STEEL | | | 0101 703-51032 909830.000 LBS | 0.66000 600487.80| 0.78000 709667.40| REINFORCING STEEL, EPOXY COATED | | | 0102 703-97936 133.000 EACH | 19.10000 2540.30| 18.18000 2417.94| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0103 704-51002 2240.100 CYS | 437.19000 979349.32| 582.66000 1305216.67| CONCRETE, C, SUPERSTRUCTURE | | | 0104 706-05732 32.000 EACH | 1608.04000 51457.28| 1686.67000 53973.44| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0105 706-08496 847.000 SYS | 100.00000 84700.00| 123.68000 104756.96| REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0106 706-51020 302.600 CYS | 417.09000 126211.43| 410.80000 124308.08| CONCRETE, C, RAILING | | | 0107 707-05984 980.000 LFT | 190.95000 187131.00| 249.20000 244216.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0108 707-07605 1652.000 LFT | 251.26000 415081.52| 280.06000 462659.12| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0109 707-08643 1961.000 LFT | 246.23000 482857.03| 280.06000 549197.66| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 48 IN. | | | 0110 707-09365 1563.000 LFT | 268.34000 419415.42| 280.06000 437733.78| STRUCTURAL MEMBER, CONCRETE, BULB-T | | | BEAM, 66 IN. X 48 IN. | | | 0111 709-51821 LUMP | 8306.80000 8306.80| 8340.00000 8340.00| SURFACE SEAL , STR. NO. 1 | | | 0112 709-51821 LUMP | 7049.10000 7049.10| 6960.00000 6960.00| SURFACE SEAL , STR. NO. 2 | | | 0113 709-51821 LUMP | 2105.00000 2105.00| 2330.00000 2330.00| SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -19 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 709-51821 LUMP | 2586.00000 2586.00| 2790.00000 2790.00| SURFACE SEAL , STR. NO. 4 | | | 0115 709-51821 LUMP | 2211.00000 2211.00| 2400.00000 2400.00| SURFACE SEAL , STR. NO. 5 | | | 0116 709-51821 LUMP | 3615.96000 3615.96| 4070.00000 4070.00| SURFACE SEAL , STR. NO. 6 | | | 0117 709-51821 LUMP | 2144.68000 2144.68| 3930.00000 3930.00| SURFACE SEAL , STR. NO. 7 | | | 0118 709-51821 LUMP | 3371.80000 3371.80| 3120.00000 3120.00| SURFACE SEAL , STR. NO. 8 | | | 0119 714-01366 213.000 LFT | 692.33000 147466.29| 666.59000 141983.67| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 10' X 4' | | | 0120 714-01634 64.000 LFT | 483.74000 30959.36| 596.75000 38192.00| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 4' | | | 0121 714-08514 1757.000 SFT | 93.29000 163910.53| 104.71000 183975.47| WINGWALL | | | 0122 714-26708 428.000 LFT | 467.84000 200235.52| 512.96000 219546.88| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 8' X 4' | | | 0123 715-02628 1.000 EACH | 860.76000 860.76| 1112.48000 1112.48| SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0124 715-02629 2.000 EACH | 1102.99000 2205.98| 1233.18000 2466.36| SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0125 715-05048 111052.000 LFT | 2.20000 244314.40| 2.20000 244314.40| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0126 715-05049 1000.000 LFT | 33.18000 33180.00| 18.13000 18130.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0127 715-05051 1000.000 LFT | 35.38000 35380.00| 24.16000 24160.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0128 715-05052 1000.000 LFT | 35.92000 35920.00| 24.47000 24470.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0129 715-05053 10774.000 LFT | 12.00000 129288.00| 12.00000 129288.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0130 715-05118 340.000 LFT | 32.80000 11152.00| 26.56000 9030.40| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0131 715-05119 199.000 LFT | 37.47000 7456.53| 30.99000 6167.01| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -20 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 715-05121 198.000 LFT | 41.66000 8248.68| 36.98000 7322.04| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0133 715-05151 1247.000 LFT | 37.14000 46313.58| 33.21000 41412.87| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0134 715-05152 754.000 LFT | 38.67000 29157.18| 41.41000 31223.14| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0135 715-05169 180.000 LFT | 34.87000 6276.60| 43.00000 7740.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0136 715-05171 90.000 LFT | 39.33000 3539.70| 48.49000 4364.10| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0137 715-05407 298.000 LFT | 12.00000 3576.00| 11.19000 3334.62| PIPE, END BENT DRAIN, 6 IN. | | | 0138 715-07536 2.000 EACH | 2815.88000 5631.76| 2465.73000 4931.46| CONCRETE ANCHOR, MIN. AREA 12.9 SFT. | | | 0139 715-08077 258.000 LFT | 220.63000 56922.54| 169.18000 43648.44| PIPE, RCHEP, HE-III, DO.3=50, MIN. AREA | | | 12.9 SQ. FT. | | | 0140 715-46005 14.000 EACH | 718.08000 10053.12| 328.26000 4595.64| PIPE END SECTION, 15 IN. | | | 0141 715-46010 13.000 EACH | 855.59000 11122.67| 352.01000 4576.13| PIPE END SECTION, 18 IN. | | | 0142 715-91361 25.000 LFT | 55.00000 1375.00| 35.53000 888.25| PIPE, PVC, 6 IN. | | | 0143 715-97686 4.000 EACH | 7033.80000 28135.20| 8119.05000 32476.20| GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0144 718-06529 218.000 EACH | 425.00000 92650.00| 425.00000 92650.00| OUTLET PROTECTOR, 2 | | | 0145 718-06531 160.000 EACH | 410.00000 65600.00| 410.00000 65600.00| OUTLET PROTECTOR, 3 | | | 0146 718-06532 10000.000 LFT | 0.75000 7500.00| 0.85000 8500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0147 718-52610 9291.000 CYS | 30.00000 278730.00| 30.00000 278730.00| AGGREGATE FOR UNDERDRAINS | | | 0148 718-99153 101062.000 SYS | 1.00000 101062.00| 1.00000 101062.00| GEOTEXTILES FOR UNDERDRAIN | | | 0150 720-45065 11.000 EACH | 3465.74000 38123.14| 3493.76000 38431.36| INLET, N12 | | | 0151 720-45069 8.000 EACH | 2627.46000 21019.68| 2499.52000 19996.16| INLET, P12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -21 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 720-45141 1.000 EACH | 4208.35000 4208.35| 2282.11000 2282.11| INLET, H5, MODIFIED | | | 0153 723-06912 340.000 LFT | 1754.41000 596499.40| 1732.42000 589022.80| STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 96 IN. | | | 0155 731-93945 39840.000 SFT | 17.09000 680865.60| 13.89000 553377.60| FACE PANELS, CONCRETE | | | 0156 731-93946 39840.000 SFT | 10.05000 400392.00| 12.28000 489235.20| WALL ERECTION | | | 0157 731-93947 2278.000 LFT | 21.11000 48088.58| 22.83000 52006.74| LEVELING PAD, CONCRETE | | | 0158 801-01093 2.000 EACH | 1995.00000 3990.00| 1995.00000 3990.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0159 801-03290 2.000 EACH | 425.00000 850.00| 425.00000 850.00| CONSTRUCTION SIGN, C | | | 0160 801-04308 8.000 EACH | 895.00000 7160.00| 895.00000 7160.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06625 18.000 EACH | 165.00000 2970.00| 165.00000 2970.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0162 801-06640 8.000 EACH | 395.00000 3160.00| 395.00000 3160.00| CONSTRUCTION SIGN, A | | | 0163 801-06645 4.000 EACH | 145.00000 580.00| 145.00000 580.00| CONSTRUCTION SIGN, B | | | 0164 801-06775 LUMP | 495.00000 495.00| 23000.00000 23000.00| MAINTAINING TRAFFIC | | | 0165 801-07119 96.000 LFT | 31.50000 3024.00| 31.50000 3024.00| BARRICADE, III-B | | | 0166 802-05701 1653.600 LFT | 9.20000 15213.12| 16.00000 26457.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0167 802-76025 410.700 SFT | 19.30000 7926.51| 19.00000 7803.30| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0168 802-76035 162.000 SFT | 19.30000 3126.60| 20.00000 3240.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0169 802-76045 96.000 SFT | 18.00000 1728.00| 23.00000 2208.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 151 -22 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 151 CONTRACT ID : SIR-30843-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 99-9994759 |( ) |T J LAMBRECHT CONSTRUCTION |RIETH RILEY/WEDDLE J/V | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 808-03002 14212.000 LFT | 0.20000 2842.40| 0.20000 2842.40| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0171 808-03631 64704.000 LFT | 0.20000 12940.80| 0.20000 12940.80| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0172 808-03632 56778.000 LFT | 0.20000 11355.60| 0.20000 11355.60| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0173 808-06713 8202.000 LFT | 0.20000 1640.40| 0.20000 1640.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0174 808-74807 28.000 EACH | 145.00000 4060.00| 145.00000 4060.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0175 808-74808 29.000 EACH | 198.00000 5742.00| 198.00000 5742.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0176 808-75245 7408.000 LFT | 0.20000 1481.60| 0.20000 1481.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0177 808-75297 109.000 LFT | 4.00000 436.00| 4.00000 436.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0178 202-03000 LUMP | 3480.00000 3480.00| 3654.00000 3654.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 94 | | | 0179 720-08617 2.000 EACH | 1536.58000 3073.16| 1008.25000 2016.50| INLET, INTAKE RISER | | | 0180 202-01261 1.000 EACH | 750.00000 750.00| 750.00000 750.00| TESTING FOR ASBESTOS | | | 0181 202-03729 500.000 LFT | 14.00000 7000.00| 14.00000 7000.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0182 202-05858 500.000 CFT | 12.00000 6000.00| 12.00000 6000.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0183 723-07068 270.000 LFT | 1545.91000 417395.70| 1675.55000 452398.50| STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 84 IN. | | | 0184 501-06727 LUMP | 9248.62000 9248.62| 6500.00000 6500.00| CORING, PCCP | | | SECTION TOTALS | $ 32,079,615.95| $ 35,042,921.28| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 32,079,615.95| $ 35,042,921.28| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -1 VENDOR RANKING CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/15/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0300942 9803670 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 5,278,638.05 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 5,368,337.40 101.6993% 3 35-1057237 R L MCCOY INC $ 5,836,669.84 110.5715% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -2 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP | 15507.83000 15507.83| 75326.80000 75326.80| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 263931.90000 263931.90| 265000.00000 265000.00| 285000.00000 285000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 38650.00000 38650.00| 245000.00000 245000.00| 114000.00000 114000.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 2.000 EACH | 1500.00000 3000.00| 1500.00000 3000.00| 1500.00000 3000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-02240 16079.000 SYS | 9.35000 150338.65| 6.10000 98081.90| 7.30000 117376.70 PAVEMENT REMOVAL | | | 0014 202-02241 684.000 LFT | 4.00000 2736.00| 4.00000 2736.00| 7.50000 5130.00 GUARDRAIL, REMOVE | | | 0015 202-02272 68.000 LFT | 8.75000 595.00| 3.75000 255.00| 9.00000 612.00 PAVED SIDE DITCH, REMOVE | | | 0016 202-51330 LUMP | 258400.02000 258400.02| 157176.00000 157176.00| 450000.00000 450000.00 PRESENT STRUCTURE, REMOVE | | | 0017 202-74040 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0018 202-74080 2.000 EACH | 1750.00000 3500.00| 1750.00000 3500.00| 1750.00000 3500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -3 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 10344.000 CYS | 11.40000 117921.60| 12.00000 124128.00| 25.00000 258600.00 EXCAVATION, COMMON | | | 0020 203-02070 8272.000 CYS | 6.80000 56249.60| 10.00000 82720.00| 10.00000 82720.00 BORROW | | | 0021 205-02236 4.000 EACH | 75.00000 300.00| 75.00000 300.00| 175.00000 700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 205-03371 209.000 CYS | 15.00000 3135.00| 30.00000 6270.00| 10.00000 2090.00 SEDIMENT, REMOVE | | | 0023 205-06931 41.000 TON | 40.60000 1664.60| 58.00000 2378.00| 88.00000 3608.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06936 56.000 TON | 38.60000 2161.60| 58.00000 3248.00| 71.00000 3976.00 TEMPORARY SEDIMENT TRAP | | | 0025 205-06937 126.000 LFT | 7.00000 882.00| 6.00000 756.00| 3.00000 378.00 TEMPORARY SILT FENCE | | | 0026 206-51230 230.000 CYS | 30.00000 6900.00| 15.00000 3450.00| 35.00000 8050.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0027 207-08263 31323.000 SYS | 6.45000 202033.35| 5.00000 156615.00| 4.60000 144085.80 SUBGRADE TREATMENT, TYPE IA | | | 0028 207-08267 1327.000 SYS | 5.99000 7948.73| 11.00000 14597.00| 12.00000 15924.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0029 211-02050 2731.000 CYS | 24.00000 65544.00| 25.00000 68275.00| 30.00000 81930.00 B BORROW | | | 0030 211-09264 1362.000 CYS | 15.00000 20430.00| 35.00000 47670.00| 23.00000 31326.00 STRUCTURE BACKFILL, TYPE 1 | | | 0031 211-09266 3471.000 CYS | 24.00000 83304.00| 25.00000 86775.00| 24.00000 83304.00 STRUCTURE BACKFILL, TYPE 3 | | | 0032 211-09267 559.000 CYS | 90.00000 50310.00| 60.00000 33540.00| 85.00000 47515.00 STRUCTURE BACKFILL, TYPE 4 | | | 0033 301-07448 2668.000 TON | 5.00000 13340.00| 16.00000 42688.00| 5.00000 13340.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 302-07455 73.000 CYS | 70.00000 5110.00| 40.00000 2920.00| 80.00000 5840.00 DENSE GRADED SUBBASE | | | 0035 303-01180 1051.600 TON | 6.00000 6309.60| 16.00000 16825.60| 5.00000 5258.00 COMPACTED AGGREGATE, NO. 53 | | | 0036 401-06264 LUMP | 1400.00000 1400.00| 1500.00000 1500.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0038 401-07404 2162.000 TON | 59.00000 127558.00| 55.00000 118910.00| 52.00000 112424.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -4 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 401-07430 2957.000 TON | 30.00000 88710.00| 52.00000 153764.00| 53.00000 156721.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0041 402-07432 82.000 TON | 137.00000 11234.00| 65.00000 5330.00| 62.00000 5084.00 HMA SURFACE, TYPE A | | | 0042 402-07433 130.000 TON | 137.00000 17810.00| 59.00000 7670.00| 57.00000 7410.00 HMA SURFACE, TYPE B | | | 0043 402-07434 350.000 TON | 137.00000 47950.00| 64.00000 22400.00| 61.00000 21350.00 HMA SURFACE, TYPE C | | | 0044 402-07439 586.000 TON | 57.00000 33402.00| 52.00000 30472.00| 50.00000 29300.00 HMA INTERMEDIATE, TYPE C | | | 0045 402-07440 246.000 TON | 51.00000 12546.00| 52.00000 12792.00| 49.00000 12054.00 HMA BASE, TYPE A | | | 0047 402-07442 2124.000 TON | 51.00000 108324.00| 46.00000 97704.00| 45.00000 95580.00 HMA BASE, TYPE C | | | 0048 402-07453 2466.000 TON | 84.61000 208648.26| 55.00000 135630.00| 55.50000 136863.00 HMA FOR TEMPORARY PAVEMENT | | | 0049 406-05520 19.000 TON | 50.00000 950.00| 50.00000 950.00| 50.00000 950.00 ASPHALT FOR TACK COAT | | | 0050 601-01522 4.000 EACH | 1843.00000 7372.00| 1843.00000 7372.00| 2225.00000 8900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0051 601-06233 2.000 EACH | 8568.00000 17136.00| 8568.00000 17136.00| 8300.00000 16600.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0052 601-09238 20.000 EACH | 100.00000 2000.00| 100.00000 2000.00| 75.00000 1500.00 HAND DIG GUARDRAIL POST HOLES | | | 0053 601-94689 4.000 EACH | 2284.00000 9136.00| 2284.00000 9136.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 112.500 LFT | 19.20000 2160.00| 19.20000 2160.00| 20.00000 2250.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0055 605-06140 3477.000 LFT | 12.00000 41724.00| 11.00000 38247.00| 21.00000 73017.00 CURB AND GUTTER, CONCRETE | | | 0056 605-06245 194.000 SYS | 60.00000 11640.00| 65.00000 12610.00| 60.00000 11640.00 CENTER CURB, B, CONCRETE , WITH | | | CORRUGATIONS | | | 0057 605-06255 1435.000 SYS | 60.00000 86100.00| 40.00000 57400.00| 45.00000 64575.00 CENTER CURB, D, CONCRETE | | | 0058 609-06259 439.600 SYS | 110.00000 48356.00| 75.00000 32970.00| 110.00000 48356.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -5 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 610-07486 312.120 TON | 30.00000 9363.60| 70.00000 21848.40| 86.00000 26842.32 HMA FOR APPROACHES, TYPE A | | | 0060 610-07487 202.000 TON | 30.00000 6060.00| 80.00000 16160.00| 95.00000 19190.00 HMA FOR APPROACHES, TYPE B | | | 0061 610-07712 147.000 SYS | 45.00000 6615.00| 40.00000 5880.00| 45.00000 6615.00 PCCP FOR APPROACHES, 6 IN. | | | 0063 611-06497 5.000 EACH | 203.00000 1015.00| 166.00000 830.00| 175.00000 875.00 MAILBOX ASSEMBLY, SINGLE | | | 0064 611-06498 1.000 EACH | 414.00000 414.00| 340.00000 340.00| 225.00000 225.00 MAILBOX ASSEMBLY, DOUBLE | | | 0065 615-06490 8.000 EACH | 162.00000 1296.00| 162.00000 1296.00| 130.00000 1040.00 RIGHT OF WAY MARKER | | | 0066 615-06505 11.000 EACH | 630.00000 6930.00| 630.00000 6930.00| 650.00000 7150.00 MONUMENT, B | | | 0067 615-06510 1.000 EACH | 391.00000 391.00| 391.00000 391.00| 550.00000 550.00 MONUMENT, C | | | 0068 616-02320 1173.000 SYS | 3.25000 3812.25| 1.00000 1173.00| 3.00000 3519.00 GEOTEXTILES | | | 0069 616-06405 807.000 TON | 40.00000 32280.00| 30.00000 24210.00| 40.00000 32280.00 RIPRAP, REVETMENT | | | 0070 621-01004 3.000 EACH | 300.00000 900.00| 300.00000 900.00| 500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-06545 2.600 TON | 1250.00000 3250.00| 1250.00000 3250.00| 830.00000 2158.00 FERTILIZER | | | 0072 621-06554 558.000 LBS | 5.75000 3208.50| 5.75000 3208.50| 3.20000 1785.60 SEED MIXTURE, U | | | 0073 621-06557 263.000 LBS | 3.00000 789.00| 3.00000 789.00| 2.30000 604.90 SEED MIXTURE, T | | | 0074 621-06565 14.000 TON | 400.00000 5600.00| 400.00000 5600.00| 320.00000 4480.00 MULCHING MATERIAL | | | 0075 621-06567 15.000 kGAL | 10.00000 150.00| 10.00000 150.00| 11.50000 172.50 WATER | | | 0076 621-06574 246.000 SYS | 3.25000 799.50| 3.25000 799.50| 3.00000 738.00 SODDING | | | 0077 621-06575 3177.000 SYS | 3.25000 10325.25| 3.25000 10325.25| 3.10000 9848.70 SODDING, NURSERY | | | 0078 628-09402 18.000 MOS | 2000.00000 36000.00| 1600.00000 28800.00| 1800.00000 32400.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -6 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 701-06011 3.000 EACH | 2000.00000 6000.00| 1000.00000 3000.00| 1240.00000 3720.00 DYNAMIC PILE LOAD TEST | | | 0080 701-06012 3.000 EACH | 1600.00000 4800.00| 1100.00000 3300.00| 1230.00000 3690.00 TEST PILE, RESTRIKE | | | 0081 701-06027 3.000 EACH | 2500.00000 7500.00| 2500.00000 7500.00| 5940.00000 17820.00 TEST PILE | | | 0082 701-08253 24.000 EACH | 500.00000 12000.00| 1.00000 24.00| 450.00000 10800.00 PILE SLEEVES | | | 0083 701-51195 5008.000 LFT | 35.00000 175280.00| 35.00000 175280.00| 41.00000 205328.00 PILE, STEEL H, HP 12" X 53 | | | 0084 701-91792 52.000 EACH | 115.00000 5980.00| 90.00000 4680.00| 120.00000 6240.00 PILE TIP, STEEL H | | | 0085 701-93633 560.000 LFT | 40.00000 22400.00| 30.00000 16800.00| 95.00000 53200.00 OVERSIZED PREDRILLED PILE HOLES | | | 0086 702-51005 109.000 CYS | 425.00000 46325.00| 600.00000 65400.00| 700.00000 76300.00 CONCRETE, A, SUBSTRUCTURE | | | 0087 702-51015 133.200 CYS | 200.00000 26640.00| 200.00000 26640.00| 250.00000 33300.00 CONCRETE, B, FOOTINGS | | | 0088 702-51110 644.000 LBS | 3.50000 2254.00| 1.00000 644.00| 5.00000 3220.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0089 703-06028 27174.000 LBS | 0.95000 25815.30| 0.57000 15489.18| 0.70000 19021.80 REINFORCING BARS | | | 0090 703-06029 218136.000 LBS | 0.89000 194141.04| 0.63000 137425.68| 0.75000 163602.00 REINFORCING BARS, EPOXY COATED | | | 0091 704-51002 748.000 CYS | 500.00000 374000.00| 500.00000 374000.00| 550.00000 411400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0092 706-06342 428.200 LFT | 72.00000 30830.40| 72.00000 30830.40| 71.00000 30402.20 RAILING, PS-1 | | | 0093 706-06353 4.000 EACH | 1650.00000 6600.00| 1500.00000 6000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0094 706-51020 25.400 CYS | 850.00000 21590.00| 700.00000 17780.00| 775.00000 19685.00 CONCRETE, C, RAILING | | | 0096 709-51821 LUMP | 10000.00000 10000.00| 13150.00000 13150.00| 13150.00000 13150.00 SURFACE SEAL | | | 0097 711-51070 40.000 EACH | 50.00000 2000.00| 100.00000 4000.00| 150.00000 6000.00 ANCHOR PLATE, AP 1 | | | 0098 715-05019 3.000 LFT | 110.45000 331.35| 56.00000 168.00| 420.00000 1260.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -7 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 715-05048 4405.000 LFT | 7.40000 32597.00| 5.00000 22025.00| 5.00000 22025.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0100 715-05053 165.000 LFT | 17.40000 2871.00| 25.00000 4125.00| 13.00000 2145.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0101 715-05123 14.000 LFT | 46.15000 646.10| 42.00000 588.00| 58.00000 812.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0102 715-05149 1050.000 LFT | 31.20000 32760.00| 32.00000 33600.00| 44.00000 46200.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0103 715-05152 204.000 LFT | 36.05000 7354.20| 37.00000 7548.00| 43.00000 8772.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0104 715-05154 94.000 LFT | 41.15000 3868.10| 42.00000 3948.00| 50.00000 4700.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0105 715-05422 26.000 LFT | 76.30000 1983.80| 61.00000 1586.00| 130.00000 3380.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0106 715-05711 620.000 LFT | 36.50000 22630.00| 35.00000 21700.00| 42.00000 26040.00 PIPE, SANITARY SEWER, 6 IN. | | | 0107 715-09064 1787.000 LFT | 1.50000 2680.50| 1.50000 2680.50| 1.50000 2680.50 VIDEO INSPECTION FOR PIPE | | | 0108 715-46000 13.000 EACH | 190.00000 2470.00| 170.00000 2210.00| 240.00000 3120.00 PIPE END SECTION, 12 IN. | | | 0109 715-46005 1.000 EACH | 230.00000 230.00| 200.00000 200.00| 275.00000 275.00 PIPE END SECTION, 15 IN. | | | 0110 715-46020 2.000 EACH | 510.00000 1020.00| 425.00000 850.00| 320.00000 640.00 PIPE END SECTION, 24 IN. | | | 0111 715-46040 1.000 EACH | 685.00000 685.00| 750.00000 750.00| 700.00000 700.00 PIPE END SECTION, 36 IN. | | | 0112 715-91361 44.000 LFT | 70.00000 3080.00| 25.00000 1100.00| 26.00000 1144.00 PIPE, PVC, 6 IN. | | | 0113 718-06528 3.000 EACH | 660.00000 1980.00| 500.00000 1500.00| 950.00000 2850.00 OUTLET PROTECTOR, 1 | | | 0114 718-06532 3000.000 LFT | 0.90000 2700.00| 0.70000 2100.00| 0.90000 2700.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0115 718-52610 376.000 CYS | 27.00000 10152.00| 30.00000 11280.00| 31.00000 11656.00 AGGREGATE FOR UNDERDRAINS | | | 0116 718-99153 2968.000 SYS | 1.75000 5194.00| 1.00000 2968.00| 1.00000 2968.00 GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-45030 2.000 EACH | 970.00000 1940.00| 1200.00000 2400.00| 1325.00000 2650.00 INLET, E7 | | | 0118 720-45035 1.000 EACH | 970.00000 970.00| 1200.00000 1200.00| 1325.00000 1325.00 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -8 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 720-45400 1.000 EACH | 2950.00000 2950.00| 4500.00000 4500.00| 3600.00000 3600.00 MANHOLE, A4 , AIR RELEASE | | | 0120 720-45410 3.000 EACH | 1345.00000 4035.00| 1500.00000 4500.00| 2350.00000 7050.00 MANHOLE, C4 | | | 0121 720-94713 5.000 EACH | 2175.00000 10875.00| 2200.00000 11000.00| 2270.00000 11350.00 CATCH BASIN, C15, MODIFIED | | | 0122 720-95164 24.000 EACH | 2185.00000 52440.00| 2200.00000 52800.00| 2270.00000 54480.00 CATCH BASIN, B15, MODIFIED | | | 0123 731-93945 5502.000 SFT | 17.23000 94799.46| 17.00000 93534.00| 15.00000 82530.00 FACE PANELS, CONCRETE | | | 0124 731-93946 5502.000 SFT | 10.00000 55020.00| 15.00000 82530.00| 14.00000 77028.00 WALL ERECTION | | | 0125 731-93947 354.000 LFT | 30.00000 10620.00| 40.00000 14160.00| 38.00000 13452.00 LEVELING PAD, CONCRETE | | | 0126 732-96670 385.000 LFT | 85.00000 32725.00| 70.00000 26950.00| 88.00000 33880.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0127 801-01093 4.000 EACH | 1754.00000 7016.00| 1754.00000 7016.00| 1.00000 4.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0128 801-01504 10.000 EACH | 43.00000 430.00| 43.00000 430.00| 75.00000 750.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0129 801-03290 4.000 EACH | 375.00000 1500.00| 375.00000 1500.00| 260.00000 1040.00 CONSTRUCTION SIGN, C | | | 0130 801-04308 6.000 EACH | 457.00000 2742.00| 457.00000 2742.00| 506.00000 3036.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0131 801-06203 10070.000 LFT | 0.21000 2114.70| 0.21000 2114.70| 0.35000 3524.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0132 801-06207 17054.000 LFT | 0.96000 16371.84| 0.95500 16286.57| 1.00000 17054.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0133 801-06211 4.000 EACH | 75.00000 300.00| 75.00000 300.00| 100.00000 400.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0134 801-06218 182.000 LFT | 5.70000 1037.40| 5.70000 1037.40| 6.05000 1101.10 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0135 801-06469 962.000 LFT | 1.91000 1837.42| 1.91000 1837.42| 1.57000 1510.34 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -9 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0136 801-06539 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0137 801-06586 1242.000 LFT | 0.40000 496.80| 0.40000 496.80| 0.91000 1130.22 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0138 801-06625 18.000 EACH | 79.00000 1422.00| 79.00000 1422.00| 67.00000 1206.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0139 801-06640 37.000 EACH | 315.00000 11655.00| 315.00000 11655.00| 248.00000 9176.00 CONSTRUCTION SIGN, A | | | 0140 801-06645 8.000 EACH | 70.75000 566.00| 70.75000 566.00| 93.00000 744.00 CONSTRUCTION SIGN, B | | | 0141 801-06775 LUMP | 52300.50000 52300.50| 150000.00000 150000.00| 70000.00000 70000.00 MAINTAINING TRAFFIC | | | 0142 801-07023 5.000 EACH | 4800.00000 24000.00| 4800.00000 24000.00| 5200.00000 26000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0143 801-07118 336.000 LFT | 11.75000 3948.00| 11.75000 3948.00| 18.50000 6216.00 BARRICADE, III-A | | | 0144 801-08401 2152.000 LFT | 25.00000 53800.00| 22.00000 47344.00| 25.00000 53800.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0145 801-08508 512.000 LFT | 26.00000 13312.00| 30.00000 15360.00| 30.00000 15360.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0146 801-94295 28.000 EACH | 165.00000 4620.00| 165.00000 4620.00| 165.00000 4620.00 SIGNAL HEAD, RELOCATE | | | 0147 802-05704 534.000 LFT | 15.00000 8010.00| 15.00000 8010.00| 15.00000 8010.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0148 802-05705 91.000 LFT | 14.00000 1274.00| 14.00000 1274.00| 14.00000 1274.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0149 802-07057 174.000 SFT | 25.00000 4350.00| 25.00000 4350.00| 25.00000 4350.00 SIGN, PANEL, WITH LEGEND | | | 0150 802-07059 64.000 EACH | 45.00000 2880.00| 45.00000 2880.00| 45.00000 2880.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0151 802-07151 4.000 EACH | 275.00000 1100.00| 275.00000 1100.00| 275.00000 1100.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0152 802-09572 250.000 SFT | 28.75000 7187.50| 28.75000 7187.50| 28.75000 7187.50 SIGN, PANEL, SHEETING TYPE IX, WITH | | | LEGEND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -10 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0153 802-09576 2.000 EACH | 39000.00000 78000.00| 39000.00000 78000.00| 39000.00000 78000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | TYPE D | | | 0154 802-09581 2.000 EACH | 11375.00000 22750.00| 11375.00000 22750.00| 11375.00000 22750.00 CANTILEVER SIGN SUPPORT FOUNDATION, | | | DRILLED SHAFT, 36 IN. | | | 0155 802-76025 286.000 SFT | 13.00000 3718.00| 13.00000 3718.00| 13.00000 3718.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0156 802-76035 168.000 SFT | 14.00000 2352.00| 14.00000 2352.00| 14.00000 2352.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0157 802-76045 50.000 SFT | 14.25000 712.50| 14.25000 712.50| 14.25000 712.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0158 802-76095 637.000 LBS | 4.50000 2866.50| 4.50000 2866.50| 4.50000 2866.50 STRUCTURAL STEEL, BREAKAWAY | | | 0159 802-91122 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 SIGN, GROUND MOUNTED, RESET | | | 0160 805-01815 3.000 EACH | 1600.00000 4800.00| 1600.00000 4800.00| 1600.00000 4800.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0161 805-01842 11.000 EACH | 600.00000 6600.00| 600.00000 6600.00| 600.00000 6600.00 HANDHOLE, SIGNAL | | | 0162 805-02503 3275.000 LFT | 0.85000 2783.75| 0.85000 2783.75| 0.85000 2783.75 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0163 805-03793 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0164 805-04602 1.000 EACH | 350.00000 350.00| 350.00000 350.00| 350.00000 350.00 CONTROLLER, REWIRE | | | 0165 805-04736 2500.000 LFT | 1.50000 3750.00| 1.50000 3750.00| 1.50000 3750.00 SIGNAL CABLE, 4C 18GA. | | | 0166 805-06592 1850.000 LFT | 11.00000 20350.00| 11.00000 20350.00| 11.00000 20350.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0167 805-06600 236.500 LFT | 3.50000 827.75| 3.50000 827.75| 3.50000 827.75 CONDUIT, PVC, 3 IN. | | | 0168 805-08487 10.000 EACH | 125.00000 1250.00| 125.00000 1250.00| 125.00000 1250.00 TRAFFIC SIGNAL BACKPLATE | | | 0169 805-78205 12.000 EACH | 550.00000 6600.00| 550.00000 6600.00| 550.00000 6600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -11 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 805-78230 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0171 805-78420 6.000 EACH | 225.00000 1350.00| 225.00000 1350.00| 225.00000 1350.00 DISCONNECT HANGER | | | 0172 805-78485 900.000 LFT | 1.55000 1395.00| 1.55000 1395.00| 1.55000 1395.00 SIGNAL CABLE, 5C 14GA. | | | 0173 805-78490 3000.000 LFT | 1.75000 5250.00| 1.75000 5250.00| 1.75000 5250.00 SIGNAL CABLE, 7C 14GA. | | | 0174 805-78510 3800.000 LFT | 1.25000 4750.00| 1.25000 4750.00| 1.25000 4750.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0175 805-78785 8.000 EACH | 575.00000 4600.00| 575.00000 4600.00| 575.00000 4600.00 SIGNAL DETECTOR HOUSING | | | 0176 805-78795 1075.000 LFT | 9.00000 9675.00| 9.00000 9675.00| 9.00000 9675.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0177 805-81060 3.000 EACH | 4580.00000 13740.00| 4580.00000 13740.00| 4580.00000 13740.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0178 805-90267 75.000 LFT | 13.00000 975.00| 13.00000 975.00| 13.00000 975.00 CONDUIT, STEEL, GALVANIZED, 3 IN. | | | 0179 805-92504 10.000 EACH | 290.00000 2900.00| 290.00000 2900.00| 290.00000 2900.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0180 805-92512 8.000 EACH | 1700.00000 13600.00| 1700.00000 13600.00| 1700.00000 13600.00 MICROLOOP DETECTOR | | | 0181 808-03002 1490.000 LFT | 0.36000 536.40| 0.36000 536.40| 0.34000 506.60 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0182 808-03631 4915.000 LFT | 0.36000 1769.40| 0.36000 1769.40| 0.34000 1671.10 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0183 808-03632 7614.000 LFT | 0.36000 2741.04| 0.36000 2741.04| 0.34000 2588.76 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0184 808-04896 480.000 LFT | 0.36000 172.80| 0.36000 172.80| 0.34000 163.20 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0185 808-05534 1200.000 LFT | 0.72000 864.00| 0.72000 864.00| 0.60000 720.00 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0186 808-05535 120.000 LFT | 7.47000 896.40| 7.47000 896.40| 11.80000 1416.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0187 808-05866 14.000 SYS | 8.50000 119.00| 8.50000 119.00| 14.60000 204.40 PAVEMENT MESSAGE MARKING, REMOVE | | | 0188 808-06716 6582.000 LFT | 0.28000 1842.96| 0.28000 1842.96| 0.50000 3291.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -12 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0189 808-74805 215.000 LFT | 7.47000 1606.05| 7.47000 1606.05| 12.40000 2666.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0190 808-74807 11.000 EACH | 99.00000 1089.00| 99.00000 1089.00| 160.00000 1760.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0191 808-75998 111.000 EACH | 22.25000 2469.75| 22.25000 2469.75| 27.60000 3063.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0192 402-07438 263.000 TON | 137.00000 36031.00| 52.00000 13676.00| 47.00000 12361.00 HMA INTERMEDIATE, TYPE B | | | 0193 715-05151 399.000 LFT | 40.00000 15960.00| 37.00000 14763.00| 44.00000 17556.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0194 205-09543 100.000 TON | 30.00000 3000.00| 20.00000 2000.00| 21.00000 2100.00 NO 2 STONE | | | 0195 808-75996 90.000 EACH | 8.00000 720.00| 8.00000 720.00| 20.00000 1800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0196 402-07452 1238.000 TON | 59.00000 73042.00| 40.00000 49520.00| 40.00000 49520.00 HMA WEDGE AND LEVEL, TYPE C | | | 0197 801-07024 4.000 EACH | 5400.00000 21600.00| 5400.00000 21600.00| 5600.00000 22400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0198 105-08520 3.000 EACH | 165.00000 495.00| 80.00000 240.00| 300.00000 900.00 CELLULAR TELEPHONE/RADIO | | | 0199 105-08521 48.000 MOS | 75.00000 3600.00| 36.00000 1728.00| 100.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0200 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0201 805-78415 5.000 EACH | 1600.00000 8000.00| 1600.00000 8000.00| 1600.00000 8000.00 SPAN, CATENARY, AND TETHER | | | 0202 707-08158 1945.000 LFT | 185.90000 361575.50| 204.00000 396780.00| 200.00000 389000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 42 IN. X 49 IN. | | | 0203 202-05545 500.000 CYS | 38.00000 19000.00| 38.00000 19000.00| 38.00000 19000.00 REGULATED MATERIALS, DISPOSE, C | | | 0204 202-05555 500.000 CYS | 16.00000 8000.00| 16.00000 8000.00| 16.00000 8000.00 REGULATED MATERIALS, TRANSPORT, C | | | 0205 202-05550 500.000 CYS | 15.00000 7500.00| 15.00000 7500.00| 15.00000 7500.00 REGULATED MATERIALS, REMOVE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 161 -13 TABULATION OF BIDS ROUTE : 69 CALL ORDER : 161 CONTRACT ID : SIR-30874-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( 3 ) 35-1057237 |PRIMCO INC |BROOKS CONSTRUCTION COMPANY |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0206 610-09108 978.000 SYS | 50.00000 48900.00| 60.00000 58680.00| 60.00000 58680.00 PCCP FOR APPROACHES, 9 IN. | | | 0207 801-01093 8.000 EACH | 1884.00000 15072.00| 1884.00000 15072.00| 1.00000 8.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0208 801-06710 100.000 DAY | 30.00000 3000.00| 30.00000 3000.00| 15.00000 1500.00 FLASHING ARROW SIGN | | | 0209 801-09133 2.000 EACH | 2050.00000 4100.00| 8225.00000 16450.00| 10800.00000 21600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0210 401-07335 1296.000 TON | 67.00000 86832.00| 72.00000 93312.00| 75.00000 97200.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0211 401-07409 6507.000 TON | 51.00000 331857.00| 50.00000 325350.00| 52.00000 338364.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | SECTION TOTALS | $ 5,278,638.05| $ 5,368,337.40| $ 5,836,669.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,278,638.05| $ 5,368,337.40| $ 5,836,669.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -1 VENDOR RANKING CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 11/01/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1475040 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1035122 GARIUP CONSTRUCTION CO INC $ 793,700.00 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 804,767.03 101.3944% 3 35-1120685 WALSH & KELLY INC $ 881,857.58 111.1072% 4 38-1625197 SELGE CONSTRUCTION CO INC $ 893,444.73 112.5671% 5 35-0461550 LARSON-DANIELSON CONSTRUCTION $ 941,087.73 118.5697% 6 35-1067077 RITSCHARD BROTHERS $ 1,006,690.70 126.8352% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -2 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |GARIUP CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT, INTERSECTION IMPROVEMENT, AND FLASHING BEACON MODERNIZATION | | | 0001 105-06845 LUMP | 49975.10000 49975.10| 4000.00000 4000.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 180.00000 180.00| 400.00000 400.00| 50.00000 50.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 200.00000 1800.00| 100.00000 900.00| 50.00000 450.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 42500.00000 42500.00| 40000.00000 40000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 7000.00000 7000.00| 16000.00000 16000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0012 202-01300 1.000 EACH | 530.00000 530.00| 1000.00000 1000.00| 5100.00000 5100.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-02241 48.000 LFT | 4.00000 192.00| 3.00000 144.00| 3.00000 144.00 GUARDRAIL, REMOVE | | | 0014 202-51330 LUMP | 17900.00000 17900.00| 14497.83000 14497.83| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0015 202-96133 21.000 LFT | 20.00000 420.00| 48.78000 1024.38| 20.00000 420.00 PIPE, REMOVE | | | 0016 203-02000 2575.000 CYS | 17.00000 43775.00| 27.41000 70580.75| 40.00000 103000.00 EXCAVATION, COMMON | | | 0017 205-03371 26.000 CYS | 25.00000 650.00| 14.14000 367.64| 40.00000 1040.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -3 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |GARIUP CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06936 40.000 TON | 50.00000 2000.00| 68.22000 2728.80| 75.00000 3000.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 144.000 LFT | 4.30000 619.20| 5.73000 825.12| 3.95000 568.80 TEMPORARY SILT FENCE | | | 0020 205-09543 100.000 TON | 35.00000 3500.00| 37.88000 3788.00| 25.00000 2500.00 NO 2 STONE | | | 0021 207-08266 54.000 SYS | 10.00000 540.00| 8.54000 461.16| 15.00000 810.00 SUBGRADE TREATMENT, TYPE III | | | 0022 207-08267 225.000 SYS | 10.00000 2250.00| 8.55000 1923.75| 15.00000 3375.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 207-08268 2500.000 SYS | 15.60000 39000.00| 17.48000 43700.00| 15.00000 37500.00 SUBGRADE TREATMENT, TYPE IV | | | 0024 211-02050 60.000 CYS | 35.00000 2100.00| 43.86000 2631.60| 61.98000 3718.80 B BORROW | | | 0025 211-09264 4.200 CYS | 35.00000 147.00| 36.49000 153.26| 32.00000 134.40 STRUCTURE BACKFILL, TYPE 1 | | | 0026 211-09268 456.000 CYS | 83.50000 38076.00| 93.69000 42722.64| 75.00000 34200.00 STRUCTURE BACKFILL, TYPE 5 | | | 0027 301-07448 849.000 TON | 19.00000 16131.00| 35.47000 30114.03| 29.53000 25070.97 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 306-08033 727.000 SYS | 1.00000 727.00| 6.47000 4703.69| 5.00000 3635.00 MILLING, ASPHALT, 1 IN. | | | 0029 306-08034 104.000 SYS | 1.00000 104.00| 6.46000 671.84| 5.00000 520.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0030 306-08043 686.000 SYS | 1.00000 686.00| 6.47000 4438.42| 5.00000 3430.00 MILLING, TRANSITION | | | 0031 406-05520 2.000 TON | 450.00000 900.00| 400.00000 800.00| 0.01000 0.02 ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 2500.00000 2500.00| 2315.00000 2315.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-01740 1.000 EACH | 2500.00000 2500.00| 2315.00000 2315.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0034 601-06854 2.000 EACH | 5000.00000 10000.00| 4720.00000 9440.00| 2800.00000 5600.00 GUARDRAIL, W-BEAM, NESTED | | | 0035 601-94689 2.000 EACH | 2500.00000 5000.00| 2360.00000 4720.00| 2700.00000 5400.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-97774 1.000 EACH | 700.00000 700.00| 650.00000 650.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -4 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |GARIUP CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 601-99105 254.250 LFT | 20.00000 5085.00| 18.00000 4576.50| 20.00000 5085.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 610-07486 319.000 TON | 80.00000 25520.00| 76.00000 24244.00| 100.00000 31900.00 HMA FOR APPROACHES, TYPE A | | | 0039 610-07487 52.000 TON | 90.00000 4680.00| 85.00000 4420.00| 100.00000 5200.00 HMA FOR APPROACHES, TYPE B | | | 0040 610-07488 1133.000 TON | 85.00000 96305.00| 81.00000 91773.00| 100.00000 113300.00 HMA FOR APPROACHES, TYPE C | | | 0041 611-06497 2.000 EACH | 190.00000 380.00| 171.00000 342.00| 225.00000 450.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 22.000 EACH | 170.00000 3740.00| 154.00000 3388.00| 200.00000 4400.00 RIGHT OF WAY MARKER | | | 0043 615-06505 2.000 EACH | 650.00000 1300.00| 627.00000 1254.00| 700.00000 1400.00 MONUMENT, B | | | 0044 616-02320 297.000 SYS | 2.50000 742.50| 3.23000 959.31| 3.00000 891.00 GEOTEXTILES | | | 0045 616-06405 176.000 TON | 35.00000 6160.00| 35.20000 6195.20| 50.00000 8800.00 RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH | 300.00000 600.00| 275.00000 550.00| 275.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-02770 945.000 SYS | 1.80000 1701.00| 1.60000 1512.00| 1.60000 1512.00 EROSION CONTROL BLANKET | | | 0048 621-06545 0.100 TON | 2000.00000 200.00| 1350.00000 135.00| 1350.00000 135.00 FERTILIZER | | | 0049 621-06557 30.000 LBS | 13.00000 390.00| 11.10000 333.00| 11.10000 333.00 SEED MIXTURE, T | | | 0050 621-06559 3479.000 SYS | 0.60000 2087.40| 0.54000 1878.66| 0.54000 1878.66 MULCHED SEEDING, R | | | 0051 621-06565 1.000 TON | 700.00000 700.00| 545.00000 545.00| 545.00000 545.00 MULCHING MATERIAL | | | 0052 621-06567 5.000 kGAL | 50.00000 250.00| 1.00000 5.00| 1.00000 5.00 WATER | | | 0053 621-06575 1142.000 SYS | 4.00000 4568.00| 3.28000 3745.76| 3.28000 3745.76 SODDING, NURSERY | | | 0054 628-09402 9.000 MOS | 2700.00000 24300.00| 2547.71000 22929.39| 2233.33000 20099.97 FIELD OFFICE, B | | | 0055 713-51334 LUMP | 42000.00000 42000.00| 25546.62000 25546.62| 40000.00000 40000.00 TEMPORARY PIPE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -5 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |GARIUP CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 714-06277 100.000 LFT | 1630.00000 163000.00| 1319.51000 131951.00| 1875.00000 187500.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 14' X 8' | | | 0057 715-03584 1.000 EACH | 840.00000 840.00| 839.39000 839.39| 625.00000 625.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0058 715-05171 35.000 LFT | 54.00000 1890.00| 65.40000 2289.00| 85.71000 2999.85 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0059 715-46010 1.000 EACH | 450.00000 450.00| 739.39000 739.39| 350.00000 350.00 PIPE END SECTION, 18 IN. | | | 0060 801-03290 3.000 EACH | 170.00000 510.00| 150.00000 450.00| 150.00000 450.00 CONSTRUCTION SIGN, C | | | 0061 801-04308 7.000 EACH | 160.00000 1120.00| 220.00000 1540.00| 220.00000 1540.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-04746 1.000 EACH | 6400.00000 6400.00| 5900.00000 5900.00| 7200.00000 7200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0063 801-06203 4275.000 LFT | 0.30000 1282.50| 0.20000 855.00| 1.00000 4275.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0064 801-06207 10008.000 LFT | 1.00000 10008.00| 0.80000 8006.40| 0.80000 8006.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0065 801-06216 24.000 LFT | 280.00000 6720.00| 10.00000 240.00| 14.80000 355.20 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0066 801-06218 22.000 LFT | 6.00000 132.00| 4.80000 105.60| 4.80000 105.60 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0067 801-06625 23.000 EACH | 65.00000 1495.00| 50.00000 1150.00| 50.00000 1150.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 45.000 EACH | 90.00000 4050.00| 87.00000 3915.00| 87.00000 3915.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 15.000 EACH | 40.00000 600.00| 29.00000 435.00| 29.00000 435.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP | 7500.00000 7500.00| 81084.15000 81084.15| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0071 801-07118 240.000 LFT | 9.00000 2160.00| 10.50000 2520.00| 10.50000 2520.00 BARRICADE, III-A | | | 0072 801-07119 72.000 LFT | 12.00000 864.00| 10.50000 756.00| 10.50000 756.00 BARRICADE, III-B | | | 0073 801-08401 560.000 LFT | 31.00000 17360.00| 36.00000 20160.00| 45.00000 25200.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -6 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |GARIUP CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 801-53072 LUMP | 27000.00000 27000.00| 9000.00000 9000.00| 26500.00000 26500.00 TEMPORARY TRAFFIC SIGNAL | | | 0075 801-97643 22.000 LFT | 33.00000 726.00| 30.00000 660.00| 34.80000 765.60 TEMPORARY BUZZ STRIPS | | | 0076 802-05704 33.000 LFT | 15.00000 495.00| 11.35000 374.55| 11.00000 363.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0077 802-05705 89.250 LFT | 15.00000 1338.75| 8.00000 714.00| 13.00000 1160.25 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0078 802-76025 60.500 SFT | 16.50000 998.25| 16.00000 968.00| 13.00000 786.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0079 802-76035 18.000 SFT | 17.00000 306.00| 11.65000 209.70| 15.00000 270.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0080 802-76045 16.250 SFT | 18.00000 292.50| 15.30000 248.63| 14.00000 227.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0081 805-01815 2.000 EACH | 2100.00000 4200.00| 3800.00000 7600.00| 2380.00000 4760.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0082 805-01842 4.000 EACH | 740.00000 2960.00| 1035.00000 4140.00| 641.00000 2564.00 HANDHOLE, SIGNAL | | | 0083 805-01844 260.000 LFT | 13.00000 3380.00| 15.25000 3965.00| 13.00000 3380.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0084 805-78190 4.000 EACH | 420.00000 1680.00| 400.00000 1600.00| 480.00000 1920.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0085 805-78195 4.000 EACH | 430.00000 1720.00| 400.00000 1600.00| 450.00000 1800.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0086 805-78415 1.000 EACH | 1600.00000 1600.00| 2000.00000 2000.00| 1800.00000 1800.00 SPAN, CATENARY, AND TETHER | | | 0087 805-78420 1.000 EACH | 270.00000 270.00| 240.00000 240.00| 500.00000 500.00 DISCONNECT HANGER | | | 0088 805-78480 310.000 LFT | 2.00000 620.00| 1.30000 403.00| 2.00000 620.00 SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 110.000 LFT | 2.00000 220.00| 1.45000 159.50| 2.00000 220.00 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -7 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |GARIUP CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 808-06703 1281.000 LFT | 1.10000 1409.10| 1.00000 1281.00| 1.00000 1281.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0091 808-06716 2450.000 LFT | 0.50000 1225.00| 0.49000 1200.50| 0.49000 1200.50 LINE, REMOVE | | | 0092 808-75240 105.000 LFT | 1.10000 115.50| 1.00000 105.00| 1.00000 105.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0093 808-75245 572.000 LFT | 1.10000 629.20| 1.00000 572.00| 1.00000 572.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0094 808-75297 44.000 LFT | 6.50000 286.00| 6.00000 264.00| 6.00000 264.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0095 808-75996 13.000 EACH | 100.00000 1300.00| 66.99000 870.87| 8.60000 111.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0096 808-75998 13.000 EACH | 110.00000 1430.00| 100.00000 1300.00| 100.00000 1300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 793,700.00| $ 804,767.03| $ 881,857.58 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 793,700.00| $ 804,767.03| $ 881,857.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -8 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-0461550 |( 6 ) 35-1067077 |SELGE CONSTRUCTION CO INC |LARSON-DANIELSON CONSTRUCTIO |RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT, INTERSECTION IMPROVEMENT, AND FLASHING BEACON MODERNIZATION | | | 0001 105-06845 LUMP | 7600.00000 7600.00| 41361.00000 41361.00| 13581.00000 13581.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 150.00000 150.00| 125.61000 125.61| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 75.00000 675.00| 141.96000 1277.64| 100.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 47350.00000 47350.00| 25666.00000 25666.00| 26569.00000 26569.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 25000.00000 25000.00| 18630.12000 18630.12| 95850.00000 95850.00 CLEARING RIGHT OF WAY | | | 0012 202-01300 1.000 EACH | 2000.00000 2000.00| 546.13000 546.13| 1592.00000 1592.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-02241 48.000 LFT | 15.00000 720.00| 36.54000 1753.92| 15.00000 720.00 GUARDRAIL, REMOVE | | | 0014 202-51330 LUMP | 45000.00000 45000.00| 13207.18000 13207.18| 9712.00000 9712.00 PRESENT STRUCTURE, REMOVE | | | 0015 202-96133 21.000 LFT | 20.00000 420.00| 41.76000 876.96| 17.62000 370.02 PIPE, REMOVE | | | 0016 203-02000 2575.000 CYS | 27.75000 71456.25| 17.38000 44753.50| 35.34000 91000.50 EXCAVATION, COMMON | | | 0017 205-03371 26.000 CYS | 25.00000 650.00| 36.23000 941.98| 25.73000 668.98 SEDIMENT, REMOVE | | | 0018 205-06936 40.000 TON | 50.00000 2000.00| 85.27000 3410.80| 94.55000 3782.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -9 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-0461550 |( 6 ) 35-1067077 |SELGE CONSTRUCTION CO INC |LARSON-DANIELSON CONSTRUCTIO |RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 144.000 LFT | 4.00000 576.00| 4.38000 630.72| 4.19000 603.36 TEMPORARY SILT FENCE | | | 0020 205-09543 100.000 TON | 15.00000 1500.00| 29.31000 2931.00| 27.60000 2760.00 NO 2 STONE | | | 0021 207-08266 54.000 SYS | 24.75000 1336.50| 25.76000 1391.04| 15.96000 861.84 SUBGRADE TREATMENT, TYPE III | | | 0022 207-08267 225.000 SYS | 24.75000 5568.75| 13.40000 3015.00| 14.82000 3334.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 207-08268 2500.000 SYS | 15.90000 39750.00| 13.36000 33400.00| 17.88000 44700.00 SUBGRADE TREATMENT, TYPE IV | | | 0024 211-02050 60.000 CYS | 18.00000 1080.00| 23.48000 1408.80| 24.30000 1458.00 B BORROW | | | 0025 211-09264 4.200 CYS | 75.00000 315.00| 114.54000 481.07| 21.19000 89.00 STRUCTURE BACKFILL, TYPE 1 | | | 0026 211-09268 456.000 CYS | 85.00000 38760.00| 75.09000 34241.04| 116.31000 53037.36 STRUCTURE BACKFILL, TYPE 5 | | | 0027 301-07448 849.000 TON | 23.75000 20163.75| 23.76000 20172.24| 27.52000 23364.48 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 306-08033 727.000 SYS | 5.00000 3635.00| 6.83000 4965.41| 3.82000 2777.14 MILLING, ASPHALT, 1 IN. | | | 0029 306-08034 104.000 SYS | 5.00000 520.00| 6.83000 710.32| 5.69000 591.76 MILLING, ASPHALT, 1 1/2 IN. | | | 0030 306-08043 686.000 SYS | 5.00000 3430.00| 6.83000 4685.38| 3.87000 2654.82 MILLING, TRANSITION | | | 0031 406-05520 2.000 TON | 400.00000 800.00| 436.91000 873.82| 424.62000 849.24 ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 1800.00000 1800.00| 780.97000 780.97| 1910.79000 1910.79 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-01740 1.000 EACH | 1800.00000 1800.00| 1037.65000 1037.65| 1910.79000 1910.79 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0034 601-06854 2.000 EACH | 2800.00000 5600.00| 491.52000 983.04| 2972.34000 5944.68 GUARDRAIL, W-BEAM, NESTED | | | 0035 601-94689 2.000 EACH | 2700.00000 5400.00| 3495.24000 6990.48| 2866.19000 5732.38 GUARDRAIL END TREATMENT, OS | | | 0036 601-97774 1.000 EACH | 1000.00000 1000.00| 218.45000 218.45| 1061.55000 1061.55 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -10 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-0461550 |( 6 ) 35-1067077 |SELGE CONSTRUCTION CO INC |LARSON-DANIELSON CONSTRUCTIO |RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 601-99105 254.250 LFT | 20.00000 5085.00| 39.32000 9997.11| 21.23000 5397.73 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 610-07486 319.000 TON | 76.00000 24244.00| 83.01000 26480.19| 80.68000 25736.92 HMA FOR APPROACHES, TYPE A | | | 0039 610-07487 52.000 TON | 85.00000 4420.00| 92.84000 4827.68| 90.23000 4691.96 HMA FOR APPROACHES, TYPE B | | | 0040 610-07488 1133.000 TON | 81.00000 91773.00| 88.43000 100191.19| 85.99000 97426.67 HMA FOR APPROACHES, TYPE C | | | 0041 611-06497 2.000 EACH | 225.00000 450.00| 276.32000 552.64| 239.10000 478.20 MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 22.000 EACH | 200.00000 4400.00| 218.45000 4805.90| 212.31000 4670.82 RIGHT OF WAY MARKER | | | 0043 615-06505 2.000 EACH | 700.00000 1400.00| 285.06000 570.12| 743.09000 1486.18 MONUMENT, B | | | 0044 616-02320 297.000 SYS | 3.35000 994.95| 3.05000 905.85| 1.39000 412.83 GEOTEXTILES | | | 0045 616-06405 176.000 TON | 47.85000 8421.60| 41.90000 7374.40| 39.77000 6999.52 RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH | 275.00000 550.00| 300.37000 600.74| 293.00000 586.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-02770 945.000 SYS | 1.60000 1512.00| 1.75000 1653.75| 1.70000 1606.50 EROSION CONTROL BLANKET | | | 0048 621-06545 0.100 TON | 1350.00000 135.00| 1474.55000 147.46| 151.65000 15.17 FERTILIZER | | | 0049 621-06557 30.000 LBS | 11.10000 333.00| 12.12000 363.60| 11.80000 354.00 SEED MIXTURE, T | | | 0050 621-06559 3479.000 SYS | 0.55000 1913.45| 0.59000 2052.61| 0.56000 1948.24 MULCHED SEEDING, R | | | 0051 621-06565 1.000 TON | 545.00000 545.00| 595.28000 595.28| 579.00000 579.00 MULCHING MATERIAL | | | 0052 621-06567 5.000 kGAL | 1.00000 5.00| 1.09000 5.45| 1.21000 6.05 WATER | | | 0053 621-06575 1142.000 SYS | 3.30000 3768.60| 3.58000 4088.36| 3.48000 3974.16 SODDING, NURSERY | | | 0054 628-09402 9.000 MOS | 1900.00000 17100.00| 1912.43000 17211.87| 2224.22000 20017.98 FIELD OFFICE, B | | | 0055 713-51334 LUMP | 29000.00000 29000.00| 103906.00000 103906.00| 56776.00000 56776.00 TEMPORARY PIPE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -11 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-0461550 |( 6 ) 35-1067077 |SELGE CONSTRUCTION CO INC |LARSON-DANIELSON CONSTRUCTIO |RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 714-06277 100.000 LFT | 2545.00000 254500.00| 2679.79000 267979.00| 2681.86000 268186.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 14' X 8' | | | 0057 715-03584 1.000 EACH | 675.00000 675.00| 598.42000 598.42| 807.00000 807.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0058 715-05171 35.000 LFT | 62.00000 2170.00| 42.38000 1483.30| 35.63000 1247.05 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0059 715-46010 1.000 EACH | 425.00000 425.00| 338.47000 338.47| 525.00000 525.00 PIPE END SECTION, 18 IN. | | | 0060 801-03290 3.000 EACH | 150.00000 450.00| 163.84000 491.52| 159.40000 478.20 CONSTRUCTION SIGN, C | | | 0061 801-04308 7.000 EACH | 220.00000 1540.00| 240.30000 1682.10| 233.54000 1634.78 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-04746 1.000 EACH | 7200.00000 7200.00| 7864.29000 7864.29| 7643.16000 7643.16 ENERGY ABSORBING TERMINAL, CZ | | | 0063 801-06203 4275.000 LFT | 0.20000 855.00| 0.23000 983.25| 0.22000 940.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0064 801-06207 10008.000 LFT | 0.80000 8006.40| 0.87000 8706.96| 0.85000 8506.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0065 801-06216 24.000 LFT | 10.00000 240.00| 2.78000 66.72| 10.62000 254.88 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0066 801-06218 22.000 LFT | 4.80000 105.60| 5.24000 115.28| 5.10000 112.20 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0067 801-06625 23.000 EACH | 50.00000 1150.00| 54.61000 1256.03| 53.10000 1221.30 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 45.000 EACH | 87.00000 3915.00| 95.03000 4276.35| 92.36000 4156.20 CONSTRUCTION SIGN, A | | | 0069 801-06645 15.000 EACH | 29.00000 435.00| 31.68000 475.20| 30.80000 462.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP | 10600.00000 10600.00| 10498.09000 10498.09| 4780.00000 4780.00 MAINTAINING TRAFFIC | | | 0071 801-07118 240.000 LFT | 10.50000 2520.00| 11.47000 2752.80| 11.15000 2676.00 BARRICADE, III-A | | | 0072 801-07119 72.000 LFT | 10.50000 756.00| 11.47000 825.84| 11.15000 802.80 BARRICADE, III-B | | | 0073 801-08401 560.000 LFT | 46.50000 26040.00| 35.45000 19852.00| 48.44000 27126.40 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -12 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-0461550 |( 6 ) 35-1067077 |SELGE CONSTRUCTION CO INC |LARSON-DANIELSON CONSTRUCTIO |RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 801-53072 LUMP | 9000.00000 9000.00| 25668.17000 25668.17| 16454.00000 16454.00 TEMPORARY TRAFFIC SIGNAL | | | 0075 801-97643 22.000 LFT | 30.00000 660.00| 32.72000 719.84| 31.85000 700.70 TEMPORARY BUZZ STRIPS | | | 0076 802-05704 33.000 LFT | 11.35000 374.55| 14.96000 493.68| 15.93000 525.69 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0077 802-05705 89.250 LFT | 8.00000 714.00| 14.75000 1316.44| 14.86000 1326.26 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0078 802-76025 60.500 SFT | 16.00000 968.00| 16.23000 981.92| 19.10000 1155.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0079 802-76035 18.000 SFT | 11.65000 209.70| 16.57000 298.26| 20.16000 362.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0080 802-76045 16.250 SFT | 15.30000 248.63| 18.22000 296.08| 21.22000 344.83 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0081 805-01815 2.000 EACH | 3800.00000 7600.00| 2086.22000 4172.44| 2389.00000 4778.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0082 805-01842 4.000 EACH | 1035.00000 4140.00| 748.20000 2992.80| 743.09000 2972.36 HANDHOLE, SIGNAL | | | 0083 805-01844 260.000 LFT | 15.25000 3965.00| 12.96000 3369.60| 13.80000 3588.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0084 805-78190 4.000 EACH | 400.00000 1600.00| 442.37000 1769.48| 345.00000 1380.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0085 805-78195 4.000 EACH | 400.00000 1600.00| 442.37000 1769.48| 270.70000 1082.80 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0086 805-78415 1.000 EACH | 2000.00000 2000.00| 1649.32000 1649.32| 1699.00000 1699.00 SPAN, CATENARY, AND TETHER | | | 0087 805-78420 1.000 EACH | 240.00000 240.00| 279.62000 279.62| 238.60000 238.60 DISCONNECT HANGER | | | 0088 805-78480 310.000 LFT | 1.30000 403.00| 1.94000 601.40| 1.44000 446.40 SIGNAL CABLE, 3C 14GA. | | | 0089 805-78485 110.000 LFT | 1.45000 159.50| 2.03000 223.30| 1.76000 193.60 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 211 -13 TABULATION OF BIDS ROUTE : 35 CALL ORDER : 211 CONTRACT ID : SR -29588-A COUNTIES : STARKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 38-1625197 |( 5 ) 35-0461550 |( 6 ) 35-1067077 |SELGE CONSTRUCTION CO INC |LARSON-DANIELSON CONSTRUCTIO |RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 808-06703 1281.000 LFT | 1.00000 1281.00| 1.09000 1396.29| 1.06000 1357.86 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0091 808-06716 2450.000 LFT | 0.49000 1200.50| 0.54000 1323.00| 0.52000 1274.00 LINE, REMOVE | | | 0092 808-75240 105.000 LFT | 1.00000 105.00| 1.09000 114.45| 1.06000 111.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0093 808-75245 572.000 LFT | 1.00000 572.00| 1.09000 623.48| 1.06000 606.32 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0094 808-75297 44.000 LFT | 6.00000 264.00| 6.55000 288.20| 6.36000 279.84 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0095 808-75996 13.000 EACH | 50.00000 650.00| 97.80000 1271.40| 53.12000 690.56 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0096 808-75998 13.000 EACH | 138.00000 1794.00| 109.23000 1419.99| 146.52000 1904.76 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 893,444.73| $ 941,087.73| $ 1,006,690.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 893,444.73| $ 941,087.73| $ 1,006,690.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -1 VENDOR RANKING CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 11/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4312005 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 1,206,807.56 100.0000% 2 35-1461789 POINDEXTER EXCAVATING $ 1,242,779.20 102.9807% 3 35-1386990 ISOM JACK CONSTRUCTION CO $ 1,249,280.22 103.5194% 4 35-1325036 DEICHMAN EXCAVATING CO $ 1,260,601.75 104.4576% 5 35-1917625 MILESTONE CONTRACTORS LP $ 1,273,709.10 105.5437% 6 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,276,000.00 105.7335% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 1,343,900.00 111.3599% 8 35-1415044 F & K CONSTRUCTION INC $ 1,370,394.20 113.5553% 9 35-1139301 E & B PAVING INC $ 1,382,946.02 114.5954% 10 35-1636776 LINKEL COMPANY $ 1,525,383.10 126.3982% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -2 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-1386990 |CRIDER & CRIDER INC |POINDEXTER EXCAVATING |ISOM JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 13635.44000 13635.44| 20000.00000 20000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 229.17000 229.17| 500.00000 500.00| 120.00000 120.00 RADIO | | | 0003 105-08520 1.000 EACH | 229.17000 229.17| 500.00000 500.00| 120.00000 120.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 57.29000 687.48| 80.00000 960.00| 75.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 12.000 MOS | 57.29000 687.48| 70.00000 840.00| 75.00000 900.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 27707.94000 27707.94| 60000.00000 60000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 10455.24000 10455.24| 50000.00000 50000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0015 202-02271 2.000 EACH | 219.46000 438.92| 2000.00000 4000.00| 800.00000 1600.00 HEADWALL, REMOVE | | | 0016 202-96133 426.000 LFT | 15.64000 6662.64| 9.00000 3834.00| 31.00000 13206.00 PIPE, REMOVE | | | 0017 203-02000 10222.000 CYS | 14.39000 147094.58| 12.00000 122664.00| 10.00000 102220.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -3 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-1386990 |CRIDER & CRIDER INC |POINDEXTER EXCAVATING |ISOM JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 203-02070 812.000 CYS | 1.00000 812.00| 19.00000 15428.00| 12.00000 9744.00 BORROW | | | 0019 204-02290 2.000 EACH | 632.65000 1265.30| 900.00000 1800.00| 2500.00000 5000.00 SETTLEMENT PLATE | | | 0020 204-08415 2.000 EACH | 553.89000 1107.78| 400.00000 800.00| 850.00000 1700.00 STAKES, SETTLEMENT | | | 0021 205-03371 50.000 CYS | 27.83000 1391.50| 35.00000 1750.00| 35.00000 1750.00 SEDIMENT, REMOVE | | | 0022 205-06931 70.000 TON | 35.62000 2493.40| 50.00000 3500.00| 80.00000 5600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 645.000 LFT | 10.28000 6630.60| 8.00000 5160.00| 4.00000 2580.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06937 2223.000 LFT | 1.45000 3223.35| 1.30000 2889.90| 1.85000 4112.55 TEMPORARY SILT FENCE | | | 0025 205-09543 100.000 TON | 22.79000 2279.00| 30.00000 3000.00| 35.00000 3500.00 NO 2 STONE | | | 0026 207-08264 11137.000 SYS | 1.14000 12696.18| 4.40000 49002.80| 5.00000 55685.00 SUBGRADE TREATMENT, TYPE II | | | 0027 207-08267 406.000 SYS | 10.26000 4165.56| 12.00000 4872.00| 12.00000 4872.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-02050 2600.000 CYS | 19.51000 50726.00| 20.00000 52000.00| 18.00000 46800.00 B BORROW | | | 0029 211-09264 206.000 CYS | 32.55000 6705.30| 35.00000 7210.00| 25.00000 5150.00 STRUCTURE BACKFILL, TYPE 1 | | | 0030 211-09265 160.000 CYS | 32.55000 5208.00| 40.00000 6400.00| 45.00000 7200.00 STRUCTURE BACKFILL, TYPE 2 | | | 0031 214-07202 3150.000 SYS | 2.42000 7623.00| 2.50000 7875.00| 3.25000 10237.50 GEOGRID, I | | | 0032 301-07448 9165.000 TON | 19.96000 182933.40| 14.00000 128310.00| 19.00000 174135.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 306-08043 320.000 SYS | 11.00000 3520.00| 9.00000 2880.00| 12.00000 3840.00 MILLING, TRANSITION | | | 0034 401-06264 LUMP | 4239.59000 4239.59| 990.00000 990.00| 4200.00000 4200.00 PROFILOGRAPH, HMA | | | 0035 401-07320 851.000 TON | 75.34000 64114.34| 67.00000 57017.00| 74.75000 63612.25 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07389 1665.000 TON | 63.14000 105128.10| 62.00000 103230.00| 63.03000 104944.95 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07406 3238.000 TON | 56.15000 181813.70| 59.00000 191042.00| 56.32000 182364.16 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -4 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-1386990 |CRIDER & CRIDER INC |POINDEXTER EXCAVATING |ISOM JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 406-05520 8.000 TON | 721.88000 5775.04| 450.00000 3600.00| 800.00000 6400.00 ASPHALT FOR TACK COAT | | | 0039 601-01701 1.000 EACH | 1804.69000 1804.69| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0040 601-94689 3.000 EACH | 2635.42000 7906.26| 2440.00000 7320.00| 2600.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99106 751.500 LFT | 29.79000 22387.19| 28.00000 21042.00| 29.00000 21793.50 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0042 610-07487 112.000 TON | 178.75000 20020.00| 100.00000 11200.00| 174.02000 19490.24 HMA FOR APPROACHES, TYPE B | | | 0043 611-06497 3.000 EACH | 183.33000 549.99| 170.00000 510.00| 197.00000 591.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 44.000 EACH | 148.96000 6554.24| 138.00000 6072.00| 175.00000 7700.00 RIGHT OF WAY MARKER | | | 0045 615-06505 15.000 EACH | 756.25000 11343.75| 700.00000 10500.00| 925.00000 13875.00 MONUMENT, B | | | 0046 615-06510 2.000 EACH | 630.21000 1260.42| 600.00000 1200.00| 775.00000 1550.00 MONUMENT, C | | | 0047 616-02320 2799.000 SYS | 1.58000 4422.42| 2.00000 5598.00| 3.00000 8397.00 GEOTEXTILES | | | 0048 616-05688 338.000 TON | 55.04000 18603.52| 50.00000 16900.00| 48.00000 16224.00 RIPRAP, CLASS 1 | | | 0049 616-06405 944.000 TON | 30.87000 29141.28| 29.00000 27376.00| 28.00000 26432.00 RIPRAP, REVETMENT | | | 0050 616-06451 77.000 TON | 30.81000 2372.37| 30.00000 2310.00| 85.00000 6545.00 RIPRAP, UNIFORM | | | 0051 621-01004 4.000 EACH | 286.46000 1145.84| 450.00000 1800.00| 350.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02363 16258.000 SYS | 0.32000 5202.56| 0.25000 4064.50| 0.85000 13819.30 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0053 621-02770 4315.000 SYS | 1.41000 6084.15| 1.20000 5178.00| 3.00000 12945.00 EROSION CONTROL BLANKET | | | 0054 621-06559 8129.000 SYS | 0.55000 4470.95| 0.45000 3658.05| 1.05000 8535.45 MULCHED SEEDING, R | | | 0055 621-06567 12.000 kGAL | 1.15000 13.80| 10.00000 120.00| 1.00000 12.00 WATER | | | 0056 621-06570 14.900 CYS | 31.99000 476.65| 35.00000 521.50| 95.00000 1415.50 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -5 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-1386990 |CRIDER & CRIDER INC |POINDEXTER EXCAVATING |ISOM JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06574 3220.000 SYS | 2.93000 9434.60| 3.00000 9660.00| 3.50000 11270.00 SODDING | | | 0058 622-52436 4.000 EACH | 40.10000 160.40| 50.00000 200.00| 50.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 40.000 EACH | 13.75000 550.00| 50.00000 2000.00| 15.00000 600.00 SEEDLING | | | 0060 628-09401 12.000 MOS | 1928.82000 23145.84| 1600.00000 19200.00| 2000.00000 24000.00 FIELD OFFICE, A | | | 0061 714-26703 109.000 LFT | 451.31000 49192.79| 450.00000 49050.00| 380.00000 41420.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0062 715-02629 1.000 EACH | 579.43000 579.43| 850.00000 850.00| 500.00000 500.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0063 715-05121 60.000 LFT | 49.96000 2997.60| 50.00000 3000.00| 23.00000 1380.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0064 715-05152 357.000 LFT | 49.96000 17835.72| 40.00000 14280.00| 15.00000 5355.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0065 715-05169 74.000 LFT | 48.77000 3608.98| 45.00000 3330.00| 13.00000 962.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0066 715-05171 59.000 LFT | 49.96000 2947.64| 50.00000 2950.00| 15.00000 885.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0067 715-09388 150.000 LFT | 40.53000 6079.50| 45.00000 6750.00| 16.00000 2400.00 PIPE, DRAINTILE, 15 IN. | | | 0068 715-09390 150.000 LFT | 44.07000 6610.50| 48.00000 7200.00| 20.00000 3000.00 PIPE, DRAINTILE, 18 IN. | | | 0069 715-46005 2.000 EACH | 282.69000 565.38| 500.00000 1000.00| 255.00000 510.00 PIPE END SECTION, 15 IN. | | | 0070 715-46010 5.000 EACH | 344.27000 1721.35| 550.00000 2750.00| 300.00000 1500.00 PIPE END SECTION, 18 IN. | | | 0071 715-90834 150.000 LFT | 15.51000 2326.50| 40.00000 6000.00| 15.00000 2250.00 PIPE, DRAINTILE, 12 IN. | | | 0072 720-45510 1.000 EACH | 2558.21000 2558.21| 2800.00000 2800.00| 1975.00000 1975.00 MANHOLE, C4, MODIFIED | | | 0073 732-08420 106.000 SYS | 90.00000 9540.00| 60.00000 6360.00| 110.00000 11660.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0074 732-08421 106.000 SYS | 200.00000 21200.00| 140.00000 14840.00| 165.00000 17490.00 MODULAR BLOCK WALL ERECTION | | | 0075 801-03290 2.000 EACH | 273.85000 547.70| 255.00000 510.00| 290.00000 580.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -6 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-1386990 |CRIDER & CRIDER INC |POINDEXTER EXCAVATING |ISOM JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 801-04308 8.000 EACH | 140.94000 1127.52| 130.00000 1040.00| 415.00000 3320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 20.000 EACH | 95.10000 1902.00| 88.00000 1760.00| 105.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 28.000 EACH | 130.63000 3657.64| 120.00000 3360.00| 135.00000 3780.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 4.000 EACH | 46.98000 187.92| 44.00000 176.00| 62.00000 248.00 CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP | 20461.34000 20461.34| 29000.00000 29000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0081 801-07118 144.000 LFT | 9.17000 1320.48| 8.50000 1224.00| 16.00000 2304.00 BARRICADE, III-A | | | 0082 801-07119 96.000 LFT | 10.31000 989.76| 10.00000 960.00| 17.00000 1632.00 BARRICADE, III-B | | | 0083 802-05701 84.900 LFT | 15.58000 1322.74| 14.50000 1231.05| 18.00000 1528.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-07059 20.000 EACH | 59.76000 1195.20| 55.00000 1100.00| 60.00000 1200.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0085 802-76025 22.500 SFT | 37.53000 844.43| 35.00000 787.50| 35.00000 787.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0086 802-76035 27.000 SFT | 22.92000 618.84| 25.00000 675.00| 23.10000 623.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0087 802-76055 9.500 LFT | 13.75000 130.63| 15.00000 142.50| 19.00000 180.50 SIGN POST, A | | | 0088 808-06703 5141.000 LFT | 0.34000 1747.94| 0.60000 3084.60| 0.88000 4524.08 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0089 808-75245 6068.000 LFT | 0.34000 2063.12| 0.60000 3640.80| 0.88000 5339.84 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75998 54.000 EACH | 29.67000 1602.18| 34.00000 1836.00| 50.00000 2700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0091 808-75996 10.000 EACH | 58.74000 587.40| 80.00000 800.00| 25.00000 250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,206,807.56| $ 1,242,779.20| $ 1,249,280.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,206,807.56| $ 1,242,779.20| $ 1,249,280.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -7 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1325036 |( 5 ) 35-1917625 |( 6 ) 35-1151771 |DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 19200.00000 19200.00| 29500.00000 29500.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 100.00000 100.00| 90.00000 90.00| 250.00000 250.00 RADIO | | | 0003 105-08520 1.000 EACH | 100.00000 100.00| 90.00000 90.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 100.00000 1200.00| 120.00000 1440.00| 150.00000 1800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 12.000 MOS | 100.00000 1200.00| 120.00000 1440.00| 50.00000 600.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 75200.00000 75200.00| 61500.00000 61500.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 20000.00000 20000.00| 17200.00000 17200.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0015 202-02271 2.000 EACH | 800.00000 1600.00| 248.00000 496.00| 800.00000 1600.00 HEADWALL, REMOVE | | | 0016 202-96133 426.000 LFT | 6.00000 2556.00| 12.25000 5218.50| 21.99000 9367.74 PIPE, REMOVE | | | 0017 203-02000 10222.000 CYS | 12.00000 122664.00| 11.75000 120108.50| 22.00000 224884.00 EXCAVATION, COMMON | | | 0018 203-02070 812.000 CYS | 25.00000 20300.00| 21.25000 17255.00| 12.00000 9744.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -8 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1325036 |( 5 ) 35-1917625 |( 6 ) 35-1151771 |DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 204-02290 2.000 EACH | 1000.00000 2000.00| 237.00000 474.00| 750.00000 1500.00 SETTLEMENT PLATE | | | 0020 204-08415 2.000 EACH | 500.00000 1000.00| 220.00000 440.00| 150.00000 300.00 STAKES, SETTLEMENT | | | 0021 205-03371 50.000 CYS | 50.00000 2500.00| 75.00000 3750.00| 23.00000 1150.00 SEDIMENT, REMOVE | | | 0022 205-06931 70.000 TON | 50.00000 3500.00| 115.00000 8050.00| 35.00000 2450.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 645.000 LFT | 9.50000 6127.50| 9.00000 5805.00| 7.00000 4515.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06937 2223.000 LFT | 1.24000 2756.52| 2.00000 4446.00| 1.20000 2667.60 TEMPORARY SILT FENCE | | | 0025 205-09543 100.000 TON | 30.00000 3000.00| 30.00000 3000.00| 24.00000 2400.00 NO 2 STONE | | | 0026 207-08264 11137.000 SYS | 5.50000 61253.50| 3.50000 38979.50| 3.50000 38979.50 SUBGRADE TREATMENT, TYPE II | | | 0027 207-08267 406.000 SYS | 16.00000 6496.00| 6.50000 2639.00| 8.00000 3248.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-02050 2600.000 CYS | 26.50000 68900.00| 7.00000 18200.00| 26.00000 67600.00 B BORROW | | | 0029 211-09264 206.000 CYS | 22.00000 4532.00| 29.00000 5974.00| 26.00000 5356.00 STRUCTURE BACKFILL, TYPE 1 | | | 0030 211-09265 160.000 CYS | 24.00000 3840.00| 28.00000 4480.00| 30.00000 4800.00 STRUCTURE BACKFILL, TYPE 2 | | | 0031 214-07202 3150.000 SYS | 3.00000 9450.00| 2.25000 7087.50| 2.00000 6300.00 GEOGRID, I | | | 0032 301-07448 9165.000 TON | 17.00000 155805.00| 13.25000 121436.25| 16.00000 146640.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 306-08043 320.000 SYS | 15.00000 4800.00| 13.75000 4400.00| 15.00000 4800.00 MILLING, TRANSITION | | | 0034 401-06264 LUMP | 3700.00000 3700.00| 900.00000 900.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0035 401-07320 851.000 TON | 65.75000 55953.25| 81.00000 68931.00| 72.00000 61272.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07389 1665.000 TON | 55.10000 91741.50| 63.00000 104895.00| 52.00000 86580.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07406 3238.000 TON | 49.00000 158662.00| 62.00000 200756.00| 60.00000 194280.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0038 406-05520 8.000 TON | 630.00000 5040.00| 630.00000 5040.00| 400.00000 3200.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -9 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1325036 |( 5 ) 35-1917625 |( 6 ) 35-1151771 |DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-01701 1.000 EACH | 1575.00000 1575.00| 1600.00000 1600.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0040 601-94689 3.000 EACH | 2300.00000 6900.00| 2500.00000 7500.00| 2400.00000 7200.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99106 751.500 LFT | 26.00000 19539.00| 26.00000 19539.00| 24.00000 18036.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0042 610-07487 112.000 TON | 156.00000 17472.00| 107.00000 11984.00| 95.00000 10640.00 HMA FOR APPROACHES, TYPE B | | | 0043 611-06497 3.000 EACH | 160.00000 480.00| 165.00000 495.00| 160.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 44.000 EACH | 130.00000 5720.00| 135.00000 5940.00| 145.00000 6380.00 RIGHT OF WAY MARKER | | | 0045 615-06505 15.000 EACH | 660.00000 9900.00| 700.00000 10500.00| 525.00000 7875.00 MONUMENT, B | | | 0046 615-06510 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 425.00000 850.00 MONUMENT, C | | | 0047 616-02320 2799.000 SYS | 2.00000 5598.00| 1.50000 4198.50| 3.00000 8397.00 GEOTEXTILES | | | 0048 616-05688 338.000 TON | 50.00000 16900.00| 54.00000 18252.00| 49.00000 16562.00 RIPRAP, CLASS 1 | | | 0049 616-06405 944.000 TON | 35.00000 33040.00| 30.00000 28320.00| 23.00000 21712.00 RIPRAP, REVETMENT | | | 0050 616-06451 77.000 TON | 30.00000 2310.00| 46.00000 3542.00| 25.00000 1925.00 RIPRAP, UNIFORM | | | 0051 621-01004 4.000 EACH | 250.00000 1000.00| 1400.00000 5600.00| 422.00000 1688.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02363 16258.000 SYS | 0.28000 4552.24| 0.40000 6503.20| 0.21000 3414.18 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0053 621-02770 4315.000 SYS | 1.23000 5307.45| 1.45000 6256.75| 1.08000 4660.20 EROSION CONTROL BLANKET | | | 0054 621-06559 8129.000 SYS | 0.48000 3901.92| 0.60000 4877.40| 0.36000 2926.44 MULCHED SEEDING, R | | | 0055 621-06567 12.000 kGAL | 1.00000 12.00| 1.00000 12.00| 1.00000 12.00 WATER | | | 0056 621-06570 14.900 CYS | 100.00000 1490.00| 75.00000 1117.50| 40.00000 596.00 TOP SOIL | | | 0057 621-06574 3220.000 SYS | 2.56000 8243.20| 3.00000 9660.00| 2.53000 8146.60 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -10 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1325036 |( 5 ) 35-1917625 |( 6 ) 35-1151771 |DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 622-52436 4.000 EACH | 35.00000 140.00| 58.00000 232.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 40.000 EACH | 12.00000 480.00| 9.00000 360.00| 35.00000 1400.00 SEEDLING | | | 0060 628-09401 12.000 MOS | 2100.00000 25200.00| 2600.00000 31200.00| 2500.00000 30000.00 FIELD OFFICE, A | | | 0061 714-26703 109.000 LFT | 500.00000 54500.00| 1030.00000 112270.00| 420.00000 45780.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0062 715-02629 1.000 EACH | 750.00000 750.00| 590.00000 590.00| 750.00000 750.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0063 715-05121 60.000 LFT | 40.00000 2400.00| 28.00000 1680.00| 44.00000 2640.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0064 715-05152 357.000 LFT | 40.00000 14280.00| 25.00000 8925.00| 40.00000 14280.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0065 715-05169 74.000 LFT | 38.00000 2812.00| 28.00000 2072.00| 32.00000 2368.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0066 715-05171 59.000 LFT | 40.00000 2360.00| 24.00000 1416.00| 35.00000 2065.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0067 715-09388 150.000 LFT | 30.00000 4500.00| 28.00000 4200.00| 30.00000 4500.00 PIPE, DRAINTILE, 15 IN. | | | 0068 715-09390 150.000 LFT | 32.00000 4800.00| 22.00000 3300.00| 35.00000 5250.00 PIPE, DRAINTILE, 18 IN. | | | 0069 715-46005 2.000 EACH | 350.00000 700.00| 650.00000 1300.00| 475.00000 950.00 PIPE END SECTION, 15 IN. | | | 0070 715-46010 5.000 EACH | 450.00000 2250.00| 700.00000 3500.00| 495.00000 2475.00 PIPE END SECTION, 18 IN. | | | 0071 715-90834 150.000 LFT | 30.00000 4500.00| 24.00000 3600.00| 30.00000 4500.00 PIPE, DRAINTILE, 12 IN. | | | 0072 720-45510 1.000 EACH | 2200.00000 2200.00| 3100.00000 3100.00| 2500.00000 2500.00 MANHOLE, C4, MODIFIED | | | 0073 732-08420 106.000 SYS | 49.50000 5247.00| 84.00000 8904.00| 83.00000 8798.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0074 732-08421 106.000 SYS | 395.00000 41870.00| 340.00000 36040.00| 174.00000 18444.00 MODULAR BLOCK WALL ERECTION | | | 0075 801-03290 2.000 EACH | 90.00000 180.00| 240.00000 480.00| 150.00000 300.00 CONSTRUCTION SIGN, C | | | 0076 801-04308 8.000 EACH | 150.00000 1200.00| 125.00000 1000.00| 320.00000 2560.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -11 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1325036 |( 5 ) 35-1917625 |( 6 ) 35-1151771 |DEICHMAN EXCAVATING CO |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 801-06625 20.000 EACH | 60.00000 1200.00| 85.00000 1700.00| 90.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 28.000 EACH | 80.00000 2240.00| 115.00000 3220.00| 115.00000 3220.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 4.000 EACH | 20.00000 80.00| 42.00000 168.00| 45.00000 180.00 CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP | 15000.00000 15000.00| 18650.00000 18650.00| 6914.88000 6914.88 MAINTAINING TRAFFIC | | | 0081 801-07118 144.000 LFT | 7.70000 1108.80| 8.00000 1152.00| 10.00000 1440.00 BARRICADE, III-A | | | 0082 801-07119 96.000 LFT | 7.70000 739.20| 9.00000 864.00| 12.00000 1152.00 BARRICADE, III-B | | | 0083 802-05701 84.900 LFT | 13.60000 1154.64| 14.00000 1188.60| 20.00000 1698.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-07059 20.000 EACH | 52.15000 1043.00| 53.00000 1060.00| 50.00000 1000.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0085 802-76025 22.500 SFT | 32.75000 736.88| 33.00000 742.50| 17.00000 382.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0086 802-76035 27.000 SFT | 20.00000 540.00| 20.00000 540.00| 18.00000 486.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0087 802-76055 9.500 LFT | 12.00000 114.00| 12.00000 114.00| 16.00000 152.00 SIGN POST, A | | | 0088 808-06703 5141.000 LFT | 0.35000 1799.35| 0.60000 3084.60| 0.30000 1542.30 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0089 808-75245 6068.000 LFT | 0.35000 2123.80| 0.60000 3640.80| 0.30000 1820.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75998 54.000 EACH | 32.00000 1728.00| 35.00000 1890.00| 25.89000 1398.06 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0091 808-75996 10.000 EACH | 40.00000 400.00| 40.00000 400.00| 51.26000 512.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,260,601.75| $ 1,273,709.10| $ 1,276,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,260,601.75| $ 1,273,709.10| $ 1,276,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -12 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( 8 ) 35-1415044 |( 9 ) 35-1139301 |RIETH RILEY CONSTRUCTION |F & K CONSTRUCTION INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 24390.70000 24390.70| 39000.58000 39000.58| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 100.00000 100.00| 240.00000 240.00| 300.00000 300.00 RADIO | | | 0003 105-08520 1.000 EACH | 100.00000 100.00| 240.00000 240.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 100.00000 1200.00| 115.00000 1380.00| 75.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 12.000 MOS | 100.00000 1200.00| 95.00000 1140.00| 50.00000 600.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 68000.00000 68000.00| 77000.00000 77000.00| 69000.00000 69000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 9340.00000 9340.00| 9500.00000 9500.00| 27640.00000 27640.00 CLEARING RIGHT OF WAY | | | 0015 202-02271 2.000 EACH | 2200.00000 4400.00| 1555.00000 3110.00| 1000.00000 2000.00 HEADWALL, REMOVE | | | 0016 202-96133 426.000 LFT | 40.00000 17040.00| 5.00000 2130.00| 6.00000 2556.00 PIPE, REMOVE | | | 0017 203-02000 10222.000 CYS | 17.00000 173774.00| 12.50000 127775.00| 25.00000 255550.00 EXCAVATION, COMMON | | | 0018 203-02070 812.000 CYS | 31.50000 25578.00| 26.00000 21112.00| 20.00000 16240.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -13 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( 8 ) 35-1415044 |( 9 ) 35-1139301 |RIETH RILEY CONSTRUCTION |F & K CONSTRUCTION INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 204-02290 2.000 EACH | 800.00000 1600.00| 600.00000 1200.00| 1500.00000 3000.00 SETTLEMENT PLATE | | | 0020 204-08415 2.000 EACH | 200.00000 400.00| 240.00000 480.00| 500.00000 1000.00 STAKES, SETTLEMENT | | | 0021 205-03371 50.000 CYS | 28.00000 1400.00| 30.00000 1500.00| 30.00000 1500.00 SEDIMENT, REMOVE | | | 0022 205-06931 70.000 TON | 33.25000 2327.50| 28.00000 1960.00| 50.00000 3500.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 645.000 LFT | 9.55000 6159.75| 12.00000 7740.00| 7.00000 4515.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06937 2223.000 LFT | 1.34000 2978.82| 1.60000 3556.80| 1.20000 2667.60 TEMPORARY SILT FENCE | | | 0025 205-09543 100.000 TON | 34.00000 3400.00| 30.00000 3000.00| 31.40000 3140.00 NO 2 STONE | | | 0026 207-08264 11137.000 SYS | 5.10000 56798.70| 4.35000 48445.95| 6.50000 72390.50 SUBGRADE TREATMENT, TYPE II | | | 0027 207-08267 406.000 SYS | 26.50000 10759.00| 10.90000 4425.40| 15.00000 6090.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-02050 2600.000 CYS | 24.64000 64064.00| 20.45000 53170.00| 19.00000 49400.00 B BORROW | | | 0029 211-09264 206.000 CYS | 19.00000 3914.00| 32.00000 6592.00| 22.00000 4532.00 STRUCTURE BACKFILL, TYPE 1 | | | 0030 211-09265 160.000 CYS | 23.00000 3680.00| 35.00000 5600.00| 24.00000 3840.00 STRUCTURE BACKFILL, TYPE 2 | | | 0031 214-07202 3150.000 SYS | 3.39000 10678.50| 2.40000 7560.00| 3.00000 9450.00 GEOGRID, I | | | 0032 301-07448 9165.000 TON | 16.78000 153788.70| 24.40000 223626.00| 10.00000 91650.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 306-08043 320.000 SYS | 12.29000 3932.80| 4.00000 1280.00| 12.55000 4016.00 MILLING, TRANSITION | | | 0034 401-06264 LUMP | 1393.04000 1393.04| 4450.00000 4450.00| 7500.00000 7500.00 PROFILOGRAPH, HMA | | | 0035 401-07320 851.000 TON | 66.20000 56336.20| 79.00000 67229.00| 65.75000 55953.25 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07389 1665.000 TON | 56.74000 94472.10| 66.00000 109890.00| 55.10000 91741.50 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07406 3238.000 TON | 53.97000 174754.86| 59.00000 191042.00| 49.00000 158662.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0038 406-05520 8.000 TON | 487.15000 3897.20| 760.00000 6080.00| 630.00000 5040.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -14 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( 8 ) 35-1415044 |( 9 ) 35-1139301 |RIETH RILEY CONSTRUCTION |F & K CONSTRUCTION INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-01701 1.000 EACH | 1575.00000 1575.00| 2000.00000 2000.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0040 601-94689 3.000 EACH | 2300.00000 6900.00| 965.00000 2895.00| 3500.00000 10500.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99106 751.500 LFT | 26.00000 19539.00| 29.00000 21793.50| 24.00000 18036.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0042 610-07487 112.000 TON | 156.79000 17560.48| 188.00000 21056.00| 156.00000 17472.00 HMA FOR APPROACHES, TYPE B | | | 0043 611-06497 3.000 EACH | 160.00000 480.00| 250.00000 750.00| 160.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 44.000 EACH | 130.00000 5720.00| 175.00000 7700.00| 145.00000 6380.00 RIGHT OF WAY MARKER | | | 0045 615-06505 15.000 EACH | 660.00000 9900.00| 630.00000 9450.00| 525.00000 7875.00 MONUMENT, B | | | 0046 615-06510 2.000 EACH | 550.00000 1100.00| 510.00000 1020.00| 425.00000 850.00 MONUMENT, C | | | 0047 616-02320 2799.000 SYS | 3.00000 8397.00| 2.00000 5598.00| 2.00000 5598.00 GEOTEXTILES | | | 0048 616-05688 338.000 TON | 64.00000 21632.00| 24.00000 8112.00| 50.00000 16900.00 RIPRAP, CLASS 1 | | | 0049 616-06405 944.000 TON | 36.00000 33984.00| 22.50000 21240.00| 35.00000 33040.00 RIPRAP, REVETMENT | | | 0050 616-06451 77.000 TON | 36.00000 2772.00| 49.00000 3773.00| 30.00000 2310.00 RIPRAP, UNIFORM | | | 0051 621-01004 4.000 EACH | 275.00000 1100.00| 330.00000 1320.00| 422.00000 1688.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02363 16258.000 SYS | 0.28000 4552.24| 0.34000 5527.72| 0.21000 3414.18 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0053 621-02770 4315.000 SYS | 1.32000 5695.80| 1.60000 6904.00| 1.08000 4660.20 EROSION CONTROL BLANKET | | | 0054 621-06559 8129.000 SYS | 0.48000 3901.92| 0.60000 4877.40| 0.36000 2926.44 MULCHED SEEDING, R | | | 0055 621-06567 12.000 kGAL | 1.00000 12.00| 180.00000 2160.00| 1.00000 12.00 WATER | | | 0056 621-06570 14.900 CYS | 93.00000 1385.70| 95.00000 1415.50| 90.00000 1341.00 TOP SOIL | | | 0057 621-06574 3220.000 SYS | 2.60000 8372.00| 4.20000 13524.00| 2.53000 8146.60 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -15 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( 8 ) 35-1415044 |( 9 ) 35-1139301 |RIETH RILEY CONSTRUCTION |F & K CONSTRUCTION INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 622-52436 4.000 EACH | 40.00000 160.00| 48.00000 192.00| 35.00000 140.00 SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 40.000 EACH | 12.00000 480.00| 14.50000 580.00| 35.00000 1400.00 SEEDLING | | | 0060 628-09401 12.000 MOS | 2235.00000 26820.00| 1035.00000 12420.00| 2300.00000 27600.00 FIELD OFFICE, A | | | 0061 714-26703 109.000 LFT | 600.00000 65400.00| 396.00000 43164.00| 500.00000 54500.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0062 715-02629 1.000 EACH | 1145.00000 1145.00| 1015.00000 1015.00| 750.00000 750.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0063 715-05121 60.000 LFT | 53.00000 3180.00| 40.30000 2418.00| 40.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0064 715-05152 357.000 LFT | 31.00000 11067.00| 37.00000 13209.00| 40.00000 14280.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0065 715-05169 74.000 LFT | 46.50000 3441.00| 39.00000 2886.00| 38.00000 2812.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0066 715-05171 59.000 LFT | 49.00000 2891.00| 40.00000 2360.00| 40.00000 2360.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0067 715-09388 150.000 LFT | 47.00000 7050.00| 39.00000 5850.00| 30.00000 4500.00 PIPE, DRAINTILE, 15 IN. | | | 0068 715-09390 150.000 LFT | 50.00000 7500.00| 43.00000 6450.00| 32.00000 4800.00 PIPE, DRAINTILE, 18 IN. | | | 0069 715-46005 2.000 EACH | 553.00000 1106.00| 66.00000 132.00| 350.00000 700.00 PIPE END SECTION, 15 IN. | | | 0070 715-46010 5.000 EACH | 584.00000 2920.00| 27.00000 135.00| 450.00000 2250.00 PIPE END SECTION, 18 IN. | | | 0071 715-90834 150.000 LFT | 49.00000 7350.00| 32.00000 4800.00| 30.00000 4500.00 PIPE, DRAINTILE, 12 IN. | | | 0072 720-45510 1.000 EACH | 3600.00000 3600.00| 2445.00000 2445.00| 2200.00000 2200.00 MANHOLE, C4, MODIFIED | | | 0073 732-08420 106.000 SYS | 200.72000 21276.32| 230.00000 24380.00| 258.00000 27348.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0074 732-08421 106.000 SYS | 195.00000 20670.00| 267.00000 28302.00| 222.00000 23532.00 MODULAR BLOCK WALL ERECTION | | | 0075 801-03290 2.000 EACH | 150.00000 300.00| 180.00000 360.00| 90.00000 180.00 CONSTRUCTION SIGN, C | | | 0076 801-04308 8.000 EACH | 225.00000 1800.00| 385.00000 3080.00| 150.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -16 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( 8 ) 35-1415044 |( 9 ) 35-1139301 |RIETH RILEY CONSTRUCTION |F & K CONSTRUCTION INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 801-06625 20.000 EACH | 60.00000 1200.00| 110.00000 2200.00| 60.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 28.000 EACH | 125.00000 3500.00| 140.00000 3920.00| 80.00000 2240.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 4.000 EACH | 10.00000 40.00| 55.00000 220.00| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP | 2600.00000 2600.00| 23900.00000 23900.00| 77500.00000 77500.00 MAINTAINING TRAFFIC | | | 0081 801-07118 144.000 LFT | 10.00000 1440.00| 12.00000 1728.00| 7.70000 1108.80 BARRICADE, III-A | | | 0082 801-07119 96.000 LFT | 10.00000 960.00| 15.00000 1440.00| 7.70000 739.20 BARRICADE, III-B | | | 0083 802-05701 84.900 LFT | 13.60000 1154.64| 25.00000 2122.50| 20.00000 1698.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-07059 20.000 EACH | 52.15000 1043.00| 42.00000 840.00| 59.88000 1197.60 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0085 802-76025 22.500 SFT | 32.75000 736.88| 21.00000 472.50| 17.00000 382.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0086 802-76035 27.000 SFT | 20.00000 540.00| 22.00000 594.00| 18.00000 486.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0087 802-76055 9.500 LFT | 12.00000 114.00| 20.00000 190.00| 16.00000 152.00 SIGN POST, A | | | 0088 808-06703 5141.000 LFT | 0.35000 1799.35| 0.35000 1799.35| 0.35000 1799.35 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0089 808-75245 6068.000 LFT | 0.35000 2123.80| 0.35300 2142.00| 0.35000 2123.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75998 54.000 EACH | 32.00000 1728.00| 30.00000 1620.00| 35.00000 1890.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0091 808-75996 10.000 EACH | 32.00000 320.00| 45.00000 450.00| 3.65000 36.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,343,900.00| $ 1,370,394.20| $ 1,382,946.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,343,900.00| $ 1,370,394.20| $ 1,382,946.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -17 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 150000.00000 150000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 500.00000 500.00| | RADIO | | | 0003 105-08520 1.000 EACH | 200.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 150.00000 1800.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 12.000 MOS | 100.00000 1200.00| | RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0015 202-02271 2.000 EACH | 200.00000 400.00| | HEADWALL, REMOVE | | | 0016 202-96133 426.000 LFT | 5.00000 2130.00| | PIPE, REMOVE | | | 0017 203-02000 10222.000 CYS | 15.00000 153330.00| | EXCAVATION, COMMON | | | 0018 203-02070 812.000 CYS | 20.00000 16240.00| | BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -18 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 204-02290 2.000 EACH | 500.00000 1000.00| | SETTLEMENT PLATE | | | 0020 204-08415 2.000 EACH | 100.00000 200.00| | STAKES, SETTLEMENT | | | 0021 205-03371 50.000 CYS | 100.00000 5000.00| | SEDIMENT, REMOVE | | | 0022 205-06931 70.000 TON | 60.00000 4200.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 645.000 LFT | 10.00000 6450.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06937 2223.000 LFT | 3.00000 6669.00| | TEMPORARY SILT FENCE | | | 0025 205-09543 100.000 TON | 60.00000 6000.00| | NO 2 STONE | | | 0026 207-08264 11137.000 SYS | 4.00000 44548.00| | SUBGRADE TREATMENT, TYPE II | | | 0027 207-08267 406.000 SYS | 6.00000 2436.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-02050 2600.000 CYS | 20.00000 52000.00| | B BORROW | | | 0029 211-09264 206.000 CYS | 30.00000 6180.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0030 211-09265 160.000 CYS | 40.00000 6400.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0031 214-07202 3150.000 SYS | 3.00000 9450.00| | GEOGRID, I | | | 0032 301-07448 9165.000 TON | 22.00000 201630.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 306-08043 320.000 SYS | 4.00000 1280.00| | MILLING, TRANSITION | | | 0034 401-06264 LUMP | 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0035 401-07320 851.000 TON | 40.00000 34040.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07389 1665.000 TON | 42.00000 69930.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07406 3238.000 TON | 42.00000 135996.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0038 406-05520 8.000 TON | 300.00000 2400.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -19 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-01701 1.000 EACH | 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0040 601-94689 3.000 EACH | 2500.00000 7500.00| | GUARDRAIL END TREATMENT, OS | | | 0041 601-99106 751.500 LFT | 30.00000 22545.00| | GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0042 610-07487 112.000 TON | 100.00000 11200.00| | HMA FOR APPROACHES, TYPE B | | | 0043 611-06497 3.000 EACH | 100.00000 300.00| | MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 44.000 EACH | 100.00000 4400.00| | RIGHT OF WAY MARKER | | | 0045 615-06505 15.000 EACH | 300.00000 4500.00| | MONUMENT, B | | | 0046 615-06510 2.000 EACH | 400.00000 800.00| | MONUMENT, C | | | 0047 616-02320 2799.000 SYS | 2.00000 5598.00| | GEOTEXTILES | | | 0048 616-05688 338.000 TON | 40.00000 13520.00| | RIPRAP, CLASS 1 | | | 0049 616-06405 944.000 TON | 50.00000 47200.00| | RIPRAP, REVETMENT | | | 0050 616-06451 77.000 TON | 60.00000 4620.00| | RIPRAP, UNIFORM | | | 0051 621-01004 4.000 EACH | 500.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02363 16258.000 SYS | 1.00000 16258.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0053 621-02770 4315.000 SYS | 2.00000 8630.00| | EROSION CONTROL BLANKET | | | 0054 621-06559 8129.000 SYS | 2.00000 16258.00| | MULCHED SEEDING, R | | | 0055 621-06567 12.000 kGAL | 100.00000 1200.00| | WATER | | | 0056 621-06570 14.900 CYS | 100.00000 1490.00| | TOP SOIL | | | 0057 621-06574 3220.000 SYS | 5.00000 16100.00| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -20 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 622-52436 4.000 EACH | 200.00000 800.00| | SIGN, DO NOT MOW OR SPRAY | | | 0059 622-91786 40.000 EACH | 20.00000 800.00| | SEEDLING | | | 0060 628-09401 12.000 MOS | 1000.00000 12000.00| | FIELD OFFICE, A | | | 0061 714-26703 109.000 LFT | 500.00000 54500.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 6' X 4' | | | 0062 715-02629 1.000 EACH | 700.00000 700.00| | SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0063 715-05121 60.000 LFT | 50.00000 3000.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0064 715-05152 357.000 LFT | 40.00000 14280.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0065 715-05169 74.000 LFT | 34.00000 2516.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0066 715-05171 59.000 LFT | 35.00000 2065.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0067 715-09388 150.000 LFT | 25.00000 3750.00| | PIPE, DRAINTILE, 15 IN. | | | 0068 715-09390 150.000 LFT | 30.00000 4500.00| | PIPE, DRAINTILE, 18 IN. | | | 0069 715-46005 2.000 EACH | 300.00000 600.00| | PIPE END SECTION, 15 IN. | | | 0070 715-46010 5.000 EACH | 350.00000 1750.00| | PIPE END SECTION, 18 IN. | | | 0071 715-90834 150.000 LFT | 23.00000 3450.00| | PIPE, DRAINTILE, 12 IN. | | | 0072 720-45510 1.000 EACH | 3000.00000 3000.00| | MANHOLE, C4, MODIFIED | | | 0073 732-08420 106.000 SYS | 75.00000 7950.00| | MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0074 732-08421 106.000 SYS | 150.00000 15900.00| | MODULAR BLOCK WALL ERECTION | | | 0075 801-03290 2.000 EACH | 263.00000 526.00| | CONSTRUCTION SIGN, C | | | 0076 801-04308 8.000 EACH | 200.00000 1600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 231 -21 TABULATION OF BIDS ROUTE : 75 CALL ORDER : 231 CONTRACT ID : SR -29951-A COUNTIES : CLINTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 801-06625 20.000 EACH | 125.00000 2500.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 28.000 EACH | 200.00000 5600.00| | CONSTRUCTION SIGN, A | | | 0079 801-06645 4.000 EACH | 60.00000 240.00| | CONSTRUCTION SIGN, B | | | 0080 801-06775 LUMP | 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0081 801-07118 144.000 LFT | 12.00000 1728.00| | BARRICADE, III-A | | | 0082 801-07119 96.000 LFT | 13.00000 1248.00| | BARRICADE, III-B | | | 0083 802-05701 84.900 LFT | 24.00000 2037.60| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-07059 20.000 EACH | 40.00000 800.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0085 802-76025 22.500 SFT | 30.00000 675.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0086 802-76035 27.000 SFT | 16.00000 432.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0087 802-76055 9.500 LFT | 17.00000 161.50| | SIGN POST, A | | | 0088 808-06703 5141.000 LFT | 1.00000 5141.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0089 808-75245 6068.000 LFT | 1.00000 6068.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75998 54.000 EACH | 35.00000 1890.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0091 808-75996 10.000 EACH | 44.00000 440.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,525,383.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,525,383.10| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 271 -1 VENDOR RANKING CALL ORDER : 271 CONTRACT ID : SR -30408-A COUNTIES : LAWRENCE LETTING DATE : 05/20/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 08/14/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710074 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 162,684.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 175,860.00 108.0991% 3 35-1875662 CRIDER & CRIDER INC $ 182,000.00 111.8733% 4 35-1801998 CLR INC $ 182,040.80 111.8984% 5 35-1385672 FORCE CONSTRUCTION CO INC $ 206,823.33 127.1319% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 271 -2 TABULATION OF BIDS ROUTE : 50 CALL ORDER : 271 CONTRACT ID : SR -30408-A COUNTIES : LAWRENCE LETTING DATE : 05/20/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1128289 |( 3 ) 35-1875662 |YARDBERRY LANDSCAPE |BEATY CONSTRUCTION INC |CRIDER & CRIDER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 2770.00000 2770.00| 2334.82000 2334.82 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 7800.00000 7800.00| 8790.00000 8790.00| 12693.56000 12693.56 MOBILIZATION AND DEMOBILIZATION | | | 0007 205-06937 300.000 LFT | 4.50000 1350.00| 6.50000 1950.00| 2.07000 621.00 TEMPORARY SILT FENCE | | | 0008 216-06397 252.000 SYS | 12.00000 3024.00| 35.50000 8946.00| 11.74000 2958.48 WIRE MESH | | | 0009 621-07657 252.000 SYS | 5.00000 1260.00| 8.00000 2016.00| 5.44000 1370.88 FIBER MAT, COCONUT | | | 0010 731-06223 150.000 SYS | 900.00000 135000.00| 885.00000 132750.00| 1052.02000 157803.00 SOIL NAILED WALL | | | 0011 801-03290 3.000 EACH | 282.00000 846.00| 300.00000 900.00| 285.61000 856.83 CONSTRUCTION SIGN, C | | | 0012 801-06640 10.000 EACH | 130.00000 1300.00| 300.00000 3000.00| 209.44000 2094.40 CONSTRUCTION SIGN, A | | | 0013 801-06710 10.000 DAY | 60.00000 600.00| 60.00000 600.00| 63.47000 634.70 FLASHING ARROW SIGN | | | 0014 801-06775 LUMP | 9000.00000 9000.00| 14134.00000 14134.00| 628.33000 628.33 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 162,684.00| $ 175,860.00| $ 182,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 162,684.00| $ 175,860.00| $ 182,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 271 -3 TABULATION OF BIDS ROUTE : 50 CALL ORDER : 271 CONTRACT ID : SR -30408-A COUNTIES : LAWRENCE LETTING DATE : 05/20/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1385672 |( ) |CLR INC |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP | 1925.00000 1925.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 9100.00000 9100.00| 20211.65000 20211.65| MOBILIZATION AND DEMOBILIZATION | | | 0007 205-06937 300.000 LFT | 3.85000 1155.00| 4.96000 1488.00| TEMPORARY SILT FENCE | | | 0008 216-06397 252.000 SYS | 16.15000 4069.80| 37.79000 9523.08| WIRE MESH | | | 0009 621-07657 252.000 SYS | 9.00000 2268.00| 16.95000 4271.40| FIBER MAT, COCONUT | | | 0010 731-06223 150.000 SYS | 1050.00000 157500.00| 985.35000 147802.50| SOIL NAILED WALL | | | 0011 801-03290 3.000 EACH | 223.00000 669.00| 257.00000 771.00| CONSTRUCTION SIGN, C | | | 0012 801-06640 10.000 EACH | 236.00000 2360.00| 119.00000 1190.00| CONSTRUCTION SIGN, A | | | 0013 801-06710 10.000 DAY | 49.00000 490.00| 38.00000 380.00| FLASHING ARROW SIGN | | | 0014 801-06775 LUMP | 2500.00000 2500.00| 18681.70000 18681.70| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 182,040.80| $ 206,823.33| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 182,040.80| $ 206,823.33| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -1 VENDOR RANKING CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 11/20/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4455005 4455005 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 7,339,345.00 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 7,398,485.07 100.8058% 3 35-1917625 MILESTONE CONTRACTORS LP $ 7,434,775.00 101.3003% 4 35-1139301 E & B PAVING INC $ 7,497,500.00 102.1549% 5 35-1461789 POINDEXTER EXCAVATING $ 7,739,584.81 105.4533% 6 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 7,885,381.00 107.4398% 7 35-1357381 O`MARA DAVE CONTRACTOR $ 7,973,486.94 108.6403% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -2 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 98000.00000 98000.00| 120000.00000 120000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 106.00000 318.00| 150.00000 450.00| 120.00000 360.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 106.00000 7632.00| 75.00000 5400.00| 70.00000 5040.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 330155.62000 330155.62| 350895.00000 350895.00| 351146.49000 351146.49 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 57821.85000 57821.85| 80000.00000 80000.00| 52000.00000 52000.00 CLEARING RIGHT OF WAY | | | 0014 202-02241 864.000 m | 40.14000 34680.96| 5.25000 4536.00| 11.50000 9936.00 GUARDRAIL, REMOVE | | | 0015 202-02279 268.000 m | 28.89000 7742.52| 15.55000 4167.40| 11.00000 2948.00 CURB AND GUTTER, REMOVE | | | 0016 202-03000 LUMP | 10925.00000 10925.00| 2000.00000 2000.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 132 | | | 0017 202-03000 LUMP | 7820.00000 7820.00| 5000.00000 5000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 141 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -3 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-96133 8.400 m | 160.00000 1344.00| 70.00000 588.00| 37.00000 310.80 PIPE, REMOVE | | | 0019 203-02000 59775.000 m3 | 12.33000 737025.75| 13.00000 777075.00| 15.00000 896625.00 EXCAVATION, COMMON | | | 0020 205-03371 100.000 m3 | 45.57000 4557.00| 14.50000 1450.00| 32.00000 3200.00 SEDIMENT REMOVE | | | 0021 205-06932 2826.000 m | 5.77000 16306.02| 24.50000 69237.00| 30.10000 85062.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0022 205-06933 17.000 EACH | 42.58000 723.86| 34.75000 590.75| 93.00000 1581.00 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06936 338.400 Mg | 56.18000 19011.31| 31.00000 10490.40| 45.00000 15228.00 TEMPORARY SEDIMENT TRAP | | | 0024 205-06937 2801.000 m | 5.43000 15209.43| 5.95000 16665.95| 3.77000 10559.77 TEMPORARY SILT FENCE | | | 0025 207-08263 91409.000 m2 | 5.15000 470756.35| 5.80000 530172.20| 6.00000 548454.00 SUBGRADE TREATMENT, TYPE IA | | | 0026 207-08267 7129.000 m2 | 10.10000 72002.90| 10.65000 75923.85| 13.00000 92677.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-09264 1944.000 m3 | 11.44000 22239.36| 27.75000 53946.00| 18.00000 34992.00 STRUCTURE BACKFILL, TYPE 1 | | | 0028 301-07448 28144.000 Mg | 15.75000 443268.00| 14.55000 409495.20| 14.50000 408088.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 152.000 Mg | 17.07000 2594.64| 19.25000 2926.00| 21.00000 3192.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 303-07449 179.000 Mg | 41.24000 7381.96| 28.00000 5012.00| 21.00000 3759.00 COMPACTED AGGREGATE, NO. 73 | | | 0031 303-60012 183.000 Mg | 21.24000 3886.92| 40.00000 7320.00| 23.00000 4209.00 AGGREGATE, 2 | | | 0032 303-94433 975.000 m3 | 56.64000 55224.00| 49.50000 48262.50| 40.00000 39000.00 AGGREGATE, 12 | | | 0033 304-07493 4307.000 Mg | 50.00000 215350.00| 51.50000 221810.50| 47.00000 202429.00 WIDENING WITH HMA, TYPE B | | | 0034 306-08033 10000.000 m2 | 2.25000 22500.00| 1.00000 10000.00| 1.70000 17000.00 MILLING, ASPHALT, 25 mm | | | 0035 306-08043 626.000 m2 | 6.40000 4006.40| 1.00000 626.00| 2.50000 1565.00 MILLING, TRANSITION | | | 0036 401-06264 LUMP | 5000.00000 5000.00| 13000.00000 13000.00| 12000.00000 12000.00 PROFILOGRAPH, HMA | | | 0037 401-07321 6204.000 Mg | 55.15000 342150.60| 59.20000 367276.80| 54.00000 335016.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -4 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-07390 12657.000 Mg | 46.50000 588550.50| 52.50000 664492.50| 48.00000 607536.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0039 401-07423 9965.000 Mg | 47.00000 468355.00| 51.50000 513197.50| 47.00000 468355.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0040 401-08333 5050.000 Mg | 52.60000 265630.00| 53.75000 271437.50| 49.00000 247450.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0041 402-07432 3975.000 Mg | 63.50000 252412.50| 59.25000 235518.75| 54.00000 214650.00 HMA SURFACE, TYPE A | | | 0042 402-07435 935.000 Mg | 63.75000 59606.25| 57.00000 53295.00| 52.00000 48620.00 HMA INTERMEDIATE, TYPE A | | | 0043 402-07440 9550.000 Mg | 44.40000 424020.00| 49.50000 472725.00| 45.00000 429750.00 HMA BASE, TYPE A | | | 0044 406-05520 80.000 Mg | 575.00000 46000.00| 581.00000 46480.00| 530.00000 42400.00 ASPHALT FOR TACK COAT | | | 0045 601-01522 2.000 EACH | 1800.00000 3600.00| 21.50000 43.00| 1800.00000 3600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-01740 1.000 EACH | 1600.00000 1600.00| 1975.00000 1975.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0047 601-94689 3.000 EACH | 2200.00000 6600.00| 2525.00000 7575.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0048 601-99105 460.000 m | 52.00000 23920.00| 55.00000 25300.00| 52.00000 23920.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0049 603-03692 234.000 m | 52.90000 12378.60| 58.00000 13572.00| 52.90000 12378.60 FENCE, WOOD , REMOVE AND RESET | | | 0050 603-06040 4448.000 m | 15.90000 70723.20| 17.50000 77840.00| 15.90000 70723.20 FENCE, FARM FIELD, 1190 mm | | | 0051 603-06045 239.000 m | 43.10000 10300.90| 47.20000 11280.80| 43.10000 10300.90 FENCE, CHAIN LINK, 1220 mm | | | 0052 603-96042 2.000 EACH | 1210.00000 2420.00| 1325.00000 2650.00| 1210.00000 2420.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0053 604-07901 6.000 m2 | 89.75000 538.50| 200.00000 1200.00| 220.00000 1320.00 CURB RAMP, CONCRETE, G | | | 0054 604-91531 546.000 m2 | 34.50000 18837.00| 37.50000 20475.00| 50.00000 27300.00 SIDEWALK, CONCRETE, 100 mm | | | 0055 605-06140 308.000 m | 93.00000 28644.00| 61.00000 18788.00| 80.00000 24640.00 CURB AND GUTTER, CONCRETE | | | 0056 605-94811 18.000 EACH | 750.00000 13500.00| 500.00000 9000.00| 1200.00000 21600.00 CURB TURNOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -5 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 605-97937 2097.000 m | 40.50000 84928.50| 37.00000 77589.00| 37.00000 77589.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0058 606-07484 15647.000 m | 1.05000 16429.35| 0.60000 9388.20| 0.70000 10952.90 MILLED HMA SHOULDER CORRUGATIONS | | | 0059 607-06335 55.000 m | 210.00000 11550.00| 150.00000 8250.00| 150.00000 8250.00 PAVED SIDE DITCH, A | | | 0060 610-07486 1308.000 Mg | 64.50000 84366.00| 73.00000 95484.00| 67.00000 87636.00 HMA FOR APPROACHES, TYPE A | | | 0061 610-07487 2453.000 Mg | 106.00000 260018.00| 73.00000 179069.00| 75.00000 183975.00 HMA FOR APPROACHES, TYPE B | | | 0062 610-08446 395.000 m2 | 54.00000 21330.00| 50.00000 19750.00| 65.00000 25675.00 PCCP FOR APPROACHES, 150 mm | | | 0063 610-09108 219.000 m2 | 70.00000 15330.00| 57.00000 12483.00| 70.00000 15330.00 PCCP FOR APPROACHES, 225 mm | | | 0064 611-06497 73.000 EACH | 125.00000 9125.00| 165.00000 12045.00| 125.00000 9125.00 MAILBOX ASSEMBLY, SINGLE | | | 0065 611-06498 30.000 EACH | 155.00000 4650.00| 220.00000 6600.00| 155.00000 4650.00 MAILBOX ASSEMBLY, DOUBLE | | | 0066 615-06490 310.000 EACH | 120.00000 37200.00| 131.00000 40610.00| 120.00000 37200.00 RIGHT OF WAY MARKER | | | 0067 615-06505 40.000 EACH | 470.00000 18800.00| 505.00000 20200.00| 470.00000 18800.00 MONUMENT, B | | | 0068 615-06510 5.000 EACH | 300.00000 1500.00| 330.00000 1650.00| 300.00000 1500.00 MONUMENT, C | | | 0069 615-06515 1.000 EACH | 240.00000 240.00| 265.00000 265.00| 240.00000 240.00 MONUMENT, D | | | 0070 615-06527 12.000 EACH | 350.00000 4200.00| 380.00000 4560.00| 350.00000 4200.00 MONUMENT, SECTION CORNER | | | 0071 616-02320 6478.000 m2 | 1.63000 10559.14| 1.50000 9717.00| 1.00000 6478.00 GEOTEXTILES | | | 0072 616-06406 4863.000 m2 | 18.86000 91716.18| 15.00000 72945.00| 19.00000 92397.00 RIPRAP, REVETMENT | | | 0073 621-02770 2795.000 m2 | 1.51000 4220.45| 1.65000 4611.75| 1.51000 4220.45 EROSION CONTROL BLANKET | | | 0074 621-06545 13.600 Mg | 1311.00000 17829.60| 1435.00000 19516.00| 1311.00000 17829.60 FERTILIZER | | | 0075 621-06553 2869.000 kg | 5.08000 14574.52| 5.55000 15922.95| 5.08000 14574.52 SEED MIXTURE, R | | | 0076 621-06557 291.000 kg | 3.30000 960.30| 3.65000 1062.15| 3.30000 960.30 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -6 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 621-06565 68.000 Mg | 369.00000 25092.00| 410.00000 27880.00| 369.00000 25092.00 MULCHING MATERIAL | | | 0078 621-06567 428.000 kL | 1.00000 428.00| 1.50000 642.00| 1.00000 428.00 WATER | | | 0079 621-06574 17616.000 m2 | 3.00000 52848.00| 3.40000 59894.40| 3.00000 52848.00 SODDING | | | 0080 621-06575 5977.000 m2 | 3.00000 17931.00| 3.40000 20321.80| 3.00000 17931.00 SODDING, NURSERY | | | 0081 628-09403 24.000 MOS | 2500.00000 60000.00| 1600.00000 38400.00| 2200.00000 52800.00 FIELD OFFICE, C | | | 0082 628-09407 48.000 MOS | 200.00000 9600.00| 470.00000 22560.00| 140.00000 6720.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0083 714-01366 25.000 m | 1827.78000 45694.50| 1530.00000 38250.00| 2300.00000 57500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0084 714-01634 27.000 m | 1453.32000 39239.64| 1060.00000 28620.00| 1350.00000 36450.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0085 714-09204 23.500 m | 930.73000 21872.16| 1000.00000 23500.00| 700.00000 16450.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500mm X 750mm | | | 0086 714-26703 39.000 m | 1225.90000 47810.10| 1100.00000 42900.00| 980.00000 38220.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0087 714-93641 22.500 m | 832.77000 18737.33| 720.00000 16200.00| 920.00000 20700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0088 714-95246 17.500 m | 944.40000 16527.00| 1025.00000 17937.50| 1150.00000 20125.00 CULVERT, PRECAST BOX, REINFORCED , CONC | | | 1500mm X 1200mm | | | 0089 715-04612 34.500 m | 772.75000 26659.88| 645.00000 22252.50| 550.00000 18975.00 PIPE , TYPE 1, DEFORMED, MIN AREA 2.42 | | | m2 | | | 0090 715-05019 193.500 m | 239.18000 46281.33| 210.00000 40635.00| 180.00000 34830.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0091 715-05024 19.000 m | 243.79000 4632.01| 150.00000 2850.00| 170.00000 3230.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0092 715-05048 7592.000 m | 9.89000 75084.88| 6.60000 50107.20| 10.00000 75920.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -7 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 715-05053 432.000 m | 12.49000 5395.68| 30.00000 12960.00| 47.75000 20628.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0094 715-05119 132.500 m | 98.66000 13072.45| 87.75000 11626.88| 130.00000 17225.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0095 715-05121 187.500 m | 98.68000 18502.50| 128.00000 24000.00| 95.00000 17812.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0096 715-05123 31.500 m | 139.10000 4381.65| 150.00000 4725.00| 105.00000 3307.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0097 715-05149 82.600 m | 87.56000 7232.46| 74.25000 6133.05| 70.00000 5782.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0098 715-05151 146.500 m | 94.69000 13872.09| 100.00000 14650.00| 88.00000 12892.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0099 715-05152 438.500 m | 94.47000 41425.10| 113.50000 49769.75| 95.00000 41657.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0100 715-05154 25.000 m | 201.63000 5040.75| 120.00000 3000.00| 78.00000 1950.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0101 715-05169 808.000 m | 95.64000 77277.12| 65.00000 52520.00| 75.00000 60600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0102 715-05171 188.000 m | 96.46000 18134.48| 82.50000 15510.00| 100.00000 18800.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0103 715-05172 42.000 m | 129.49000 5438.58| 108.25000 4546.50| 115.00000 4830.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0104 715-05173 30.000 m | 142.08000 4262.40| 133.00000 3990.00| 120.00000 3600.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0106 715-08305 273.000 Mg | 100.00000 27300.00| 126.50000 34534.50| 105.00000 28665.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0107 715-09064 878.600 m | 3.65000 3206.89| 2.20000 1932.92| 4.92000 4322.71 VIDEO INSPECTION FOR PIPE | | | 0109 715-26770 4.000 EACH | 3457.34000 13829.36| 3250.00000 13000.00| 3800.00000 15200.00 GRATED BOX END SECTION, I, 3:1, 600 mm | | | 0110 715-46000 1.000 EACH | 327.75000 327.75| 240.00000 240.00| 240.00000 240.00 PIPE END SECTION, 300 mm | | | 0111 715-46005 132.000 EACH | 114.88000 15164.16| 140.00000 18480.00| 270.00000 35640.00 PIPE END SECTION, 375 mm | | | 0112 715-46010 49.000 EACH | 148.93000 7297.57| 175.00000 8575.00| 380.00000 18620.00 PIPE END SECTION, 450 mm | | | 0113 715-46015 6.000 EACH | 201.25000 1207.50| 350.00000 2100.00| 410.00000 2460.00 PIPE END SECTION, 525 mm | | | 0114 715-46020 5.000 EACH | 217.35000 1086.75| 375.00000 1875.00| 460.00000 2300.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -8 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 715-46040 15.000 EACH | 562.35000 8435.25| 735.00000 11025.00| 800.00000 12000.00 PIPE END SECTION, 900 mm | | | 0116 715-97691 4.000 EACH | 4483.85000 17935.40| 5000.00000 20000.00| 5000.00000 20000.00 GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0117 718-06531 47.000 EACH | 403.24000 18952.28| 385.00000 18095.00| 490.00000 23030.00 OUTLET PROTECTOR, 3 | | | 0118 718-06532 1000.000 m | 3.61000 3610.00| 2.20000 2200.00| 3.61000 3610.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0119 718-52610 1718.000 m3 | 33.97000 58360.46| 39.00000 67002.00| 35.90000 61676.20 AGGREGATE FOR UNDERDRAINS | | | 0120 718-99153 14946.000 m2 | 0.55000 8220.30| 1.15000 17187.90| 1.52000 22717.92 GEOTEXTILES FOR UNDERDRAIN | | | 0121 720-44000 10.000 EACH | 666.16000 6661.60| 300.00000 3000.00| 265.00000 2650.00 CASTING, ADJUST TO GRADE | | | 0122 720-45030 7.000 EACH | 1122.97000 7860.79| 970.00000 6790.00| 1250.00000 8750.00 INLET, E7 | | | 0123 720-45035 5.000 EACH | 1179.52000 5897.60| 1000.00000 5000.00| 1250.00000 6250.00 INLET, F7 | | | 0124 720-45045 1.000 EACH | 2037.66000 2037.66| 1825.00000 1825.00| 1850.00000 1850.00 INLET, J10 | | | 0125 720-45075 1.000 EACH | 3235.86000 3235.86| 1500.00000 1500.00| 2000.00000 2000.00 INLET, R13 , MODIFIED | | | 0126 720-45270 5.000 EACH | 927.40000 4637.00| 685.00000 3425.00| 875.00000 4375.00 PIPE CATCH BASIN, 450 mm | | | 0127 720-45410 2.000 EACH | 1800.54000 3601.08| 1650.00000 3300.00| 1655.00000 3310.00 MANHOLE, C4 | | | 0128 720-45605 1.000 m | 1380.00000 1380.00| 2000.00000 2000.00| 1210.00000 1210.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0129 720-95422 1.000 EACH | 2288.28000 2288.28| 2100.00000 2100.00| 2240.00000 2240.00 MANHOLE, J4 | | | 0130 720-98555 1.000 EACH | 2611.14000 2611.14| 2000.00000 2000.00| 2180.00000 2180.00 INLET, C15 | | | 0131 720-99417 1.000 EACH | 2714.37000 2714.37| 2200.00000 2200.00| 2900.00000 2900.00 CATCH BASIN, C15 | | | 0132 720-99417 1.000 EACH | 1701.14000 1701.14| 2245.00000 2245.00| 2900.00000 2900.00 CATCH BASIN, C15 , MODIFIED | | | 0133 801-03290 8.000 EACH | 224.00000 1792.00| 325.00000 2600.00| 345.00000 2760.00 CONSTRUCTION SIGN, C | | | 0134 801-04308 16.000 EACH | 244.00000 3904.00| 435.00000 6960.00| 475.00000 7600.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -9 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 801-06625 38.000 EACH | 116.00000 4408.00| 240.00000 9120.00| 125.00000 4750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0136 801-06640 64.000 EACH | 184.00000 11776.00| 270.00000 17280.00| 225.00000 14400.00 CONSTRUCTION SIGN, A | | | 0137 801-06645 12.000 EACH | 52.00000 624.00| 85.00000 1020.00| 85.00000 1020.00 CONSTRUCTION SIGN, B | | | 0138 801-06775 LUMP | 245000.00000 245000.00| 94000.00000 94000.00| 165000.00000 165000.00 MAINTAINING TRAFFIC | | | 0139 801-07118 154.000 m | 19.00000 2926.00| 85.00000 13090.00| 46.00000 7084.00 BARRICADE, III-A | | | 0140 801-07119 22.000 m | 33.00000 726.00| 85.00000 1870.00| 52.00000 1144.00 BARRICADE, III-B | | | 0141 802-05701 417.720 m | 45.00000 18797.40| 38.50000 16082.22| 85.00000 35506.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0142 802-07059 116.000 EACH | 30.00000 3480.00| 33.25000 3857.00| 38.00000 4408.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0143 802-76025 29.360 m2 | 205.00000 6018.80| 300.00000 8808.00| 230.00000 6752.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0144 802-76035 12.960 m2 | 235.00000 3045.60| 300.00000 3888.00| 290.00000 3758.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0145 802-76045 5.020 m2 | 265.00000 1330.30| 345.00000 1731.90| 265.00000 1330.30 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0146 802-91122 26.000 EACH | 45.00000 1170.00| 100.00000 2600.00| 105.00000 2730.00 SIGN, GROUND MOUNTED, RESET | | | 0147 804-06770 47.000 EACH | 29.00000 1363.00| 25.00000 1175.00| 23.00000 1081.00 DELINEATOR POST | | | 0148 804-76350 17.000 EACH | 35.00000 595.00| 30.00000 510.00| 27.00000 459.00 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0149 808-06703 23110.000 m | 1.00000 23110.00| 1.00000 23110.00| 0.89000 20567.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0150 808-06705 42.000 m | 5.00000 210.00| 12.35000 518.70| 11.25000 472.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0151 808-75240 1506.000 m | 1.00000 1506.00| 1.05000 1581.30| 0.89000 1340.34 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -10 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1875662 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 808-75245 12544.000 m | 1.00000 12544.00| 1.10000 13798.40| 0.89000 11164.16 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75297 13.000 m | 50.00000 650.00| 27.00000 351.00| 24.58000 319.54 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0154 808-75996 836.000 EACH | 4.15000 3469.40| 2.10000 1755.60| 1.85000 1546.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0155 808-75998 836.000 EACH | 13.23000 11060.28| 12.40000 10366.40| 11.30000 9446.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0156 715-06825 2.000 EACH | 2500.00000 5000.00| 755.00000 1510.00| 1800.00000 3600.00 CONCRETE ANCHOR , MIN. AREA 2.42 m2 | | | SECTION TOTALS | $ 7,339,345.00| $ 7,398,485.07| $ 7,434,775.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,339,345.00| $ 7,398,485.07| $ 7,434,775.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -11 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 87000.00000 87000.00| 88000.00000 88000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 200.00000 600.00| 300.00000 900.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 125.00000 9000.00| 90.00000 6480.00| 150.00000 10800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 280000.00000 280000.00| 368000.00000 368000.00| 350000.00000 350000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 117321.85000 117321.85| 314000.00000 314000.00| 230000.00000 230000.00 CLEARING RIGHT OF WAY | | | 0014 202-02241 864.000 m | 11.50000 9936.00| 5.00000 4320.00| 12.00000 10368.00 GUARDRAIL, REMOVE | | | 0015 202-02279 268.000 m | 28.89000 7742.52| 19.00000 5092.00| 13.00000 3484.00 CURB AND GUTTER, REMOVE | | | 0016 202-03000 LUMP | 9950.00000 9950.00| 19000.00000 19000.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 132 | | | 0017 202-03000 LUMP | 9550.00000 9550.00| 18000.00000 18000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 141 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -12 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-96133 8.400 m | 154.84000 1300.66| 80.00000 672.00| 45.00000 378.00 PIPE, REMOVE | | | 0019 203-02000 59775.000 m3 | 12.33000 737025.75| 14.35000 857771.25| 16.50000 986287.50 EXCAVATION, COMMON | | | 0020 205-03371 100.000 m3 | 45.57000 4557.00| 40.00000 4000.00| 31.00000 3100.00 SEDIMENT REMOVE | | | 0021 205-06932 2826.000 m | 5.77000 16306.02| 17.00000 48042.00| 16.00000 45216.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0022 205-06933 17.000 EACH | 93.00000 1581.00| 80.00000 1360.00| 125.00000 2125.00 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06936 338.400 Mg | 56.18000 19011.31| 36.00000 12182.40| 28.00000 9475.20 TEMPORARY SEDIMENT TRAP | | | 0024 205-06937 2801.000 m | 3.77000 10559.77| 4.00000 11204.00| 3.70000 10363.70 TEMPORARY SILT FENCE | | | 0025 207-08263 91409.000 m2 | 4.85000 443333.65| 5.00000 457045.00| 4.00000 365636.00 SUBGRADE TREATMENT, TYPE IA | | | 0026 207-08267 7129.000 m2 | 10.10000 72002.90| 8.00000 57032.00| 14.00000 99806.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-09264 1944.000 m3 | 11.63000 22608.72| 22.00000 42768.00| 17.00000 33048.00 STRUCTURE BACKFILL, TYPE 1 | | | 0028 301-07448 28144.000 Mg | 17.00000 478448.00| 18.00000 506592.00| 18.00000 506592.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 152.000 Mg | 17.07000 2594.64| 25.00000 3800.00| 22.00000 3344.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 303-07449 179.000 Mg | 42.39000 7587.81| 30.00000 5370.00| 29.00000 5191.00 COMPACTED AGGREGATE, NO. 73 | | | 0031 303-60012 183.000 Mg | 21.24000 3886.92| 35.00000 6405.00| 14.50000 2653.50 AGGREGATE, 2 | | | 0032 303-94433 975.000 m3 | 56.64000 55224.00| 26.00000 25350.00| 44.00000 42900.00 AGGREGATE, 12 | | | 0033 304-07493 4307.000 Mg | 55.00000 236885.00| 65.00000 279955.00| 59.50000 256266.50 WIDENING WITH HMA, TYPE B | | | 0034 306-08033 10000.000 m2 | 1.33000 13300.00| 3.00000 30000.00| 0.90000 9000.00 MILLING, ASPHALT, 25 mm | | | 0035 306-08043 626.000 m2 | 2.40000 1502.40| 10.00000 6260.00| 2.00000 1252.00 MILLING, TRANSITION | | | 0036 401-06264 LUMP | 4400.00000 4400.00| 13000.00000 13000.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0037 401-07321 6204.000 Mg | 65.00000 403260.00| 55.60000 344942.40| 58.00000 359832.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -13 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-07390 12657.000 Mg | 54.00000 683478.00| 49.50000 626521.50| 54.50000 689806.50 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0039 401-07423 9965.000 Mg | 56.00000 558040.00| 48.50000 483302.50| 53.00000 528145.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0040 401-08333 5050.000 Mg | 56.00000 282800.00| 50.50000 255025.00| 60.00000 303000.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0041 402-07432 3975.000 Mg | 67.00000 266325.00| 55.60000 221010.00| 64.00000 254400.00 HMA SURFACE, TYPE A | | | 0042 402-07435 935.000 Mg | 69.00000 64515.00| 53.60000 50116.00| 63.00000 58905.00 HMA INTERMEDIATE, TYPE A | | | 0043 402-07440 9550.000 Mg | 53.00000 506150.00| 46.40000 443120.00| 56.00000 534800.00 HMA BASE, TYPE A | | | 0044 406-05520 80.000 Mg | 550.00000 44000.00| 400.00000 32000.00| 50.00000 4000.00 ASPHALT FOR TACK COAT | | | 0045 601-01522 2.000 EACH | 1800.00000 3600.00| 1900.00000 3800.00| 1850.00000 3700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-01740 1.000 EACH | 1600.00000 1600.00| 2000.00000 2000.00| 1632.00000 1632.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0047 601-94689 3.000 EACH | 2200.00000 6600.00| 2250.00000 6750.00| 2310.00000 6930.00 GUARDRAIL END TREATMENT, OS | | | 0048 601-99105 460.000 m | 52.00000 23920.00| 54.00000 24840.00| 52.52000 24159.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0049 603-03692 234.000 m | 52.90000 12378.60| 55.00000 12870.00| 51.84000 12130.56 FENCE, WOOD , REMOVE AND RESET | | | 0050 603-06040 4448.000 m | 15.90000 70723.20| 16.00000 71168.00| 15.58000 69299.84 FENCE, FARM FIELD, 1190 mm | | | 0051 603-06045 239.000 m | 43.10000 10300.90| 44.00000 10516.00| 44.82000 10711.98 FENCE, CHAIN LINK, 1220 mm | | | 0052 603-96042 2.000 EACH | 1210.00000 2420.00| 1300.00000 2600.00| 1197.90000 2395.80 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0053 604-07901 6.000 m2 | 330.50000 1983.00| 180.00000 1080.00| 163.20000 979.20 CURB RAMP, CONCRETE, G | | | 0054 604-91531 546.000 m2 | 43.20000 23587.20| 55.00000 30030.00| 43.00000 23478.00 SIDEWALK, CONCRETE, 100 mm | | | 0055 605-06140 308.000 m | 60.00000 18480.00| 38.00000 11704.00| 88.00000 27104.00 CURB AND GUTTER, CONCRETE | | | 0056 605-94811 18.000 EACH | 903.00000 16254.00| 810.00000 14580.00| 77.00000 1386.00 CURB TURNOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -14 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 605-97937 2097.000 m | 40.25000 84404.25| 30.50000 63958.50| 33.00000 69201.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0058 606-07484 15647.000 m | 0.79000 12361.13| 1.00000 15647.00| 0.75000 11735.25 MILLED HMA SHOULDER CORRUGATIONS | | | 0059 607-06335 55.000 m | 214.95000 11822.25| 150.00000 8250.00| 94.00000 5170.00 PAVED SIDE DITCH, A | | | 0060 610-07486 1308.000 Mg | 90.00000 117720.00| 69.00000 90252.00| 67.00000 87636.00 HMA FOR APPROACHES, TYPE A | | | 0061 610-07487 2453.000 Mg | 90.00000 220770.00| 77.00000 188881.00| 75.00000 183975.00 HMA FOR APPROACHES, TYPE B | | | 0062 610-08446 395.000 m2 | 60.00000 23700.00| 67.00000 26465.00| 51.50000 20342.50 PCCP FOR APPROACHES, 150 mm | | | 0063 610-09108 219.000 m2 | 63.00000 13797.00| 70.00000 15330.00| 63.50000 13906.50 PCCP FOR APPROACHES, 225 mm | | | 0064 611-06497 73.000 EACH | 125.00000 9125.00| 130.00000 9490.00| 150.00000 10950.00 MAILBOX ASSEMBLY, SINGLE | | | 0065 611-06498 30.000 EACH | 155.00000 4650.00| 160.00000 4800.00| 150.00000 4500.00 MAILBOX ASSEMBLY, DOUBLE | | | 0066 615-06490 310.000 EACH | 120.00000 37200.00| 123.00000 38130.00| 115.00000 35650.00 RIGHT OF WAY MARKER | | | 0067 615-06505 40.000 EACH | 470.00000 18800.00| 490.00000 19600.00| 460.00000 18400.00 MONUMENT, B | | | 0068 615-06510 5.000 EACH | 300.00000 1500.00| 350.00000 1750.00| 325.00000 1625.00 MONUMENT, C | | | 0069 615-06515 1.000 EACH | 240.00000 240.00| 300.00000 300.00| 235.00000 235.00 MONUMENT, D | | | 0070 615-06527 12.000 EACH | 350.00000 4200.00| 400.00000 4800.00| 355.00000 4260.00 MONUMENT, SECTION CORNER | | | 0071 616-02320 6478.000 m2 | 1.63000 10559.14| 2.20000 14251.60| 2.00000 12956.00 GEOTEXTILES | | | 0072 616-06406 4863.000 m2 | 18.86000 91716.18| 18.50000 89965.50| 29.00000 141027.00 RIPRAP, REVETMENT | | | 0073 621-02770 2795.000 m2 | 1.51000 4220.45| 2.10000 5869.50| 1.95000 5450.25 EROSION CONTROL BLANKET | | | 0074 621-06545 13.600 Mg | 1311.00000 17829.60| 908.00000 12348.80| 1311.00000 17829.60 FERTILIZER | | | 0075 621-06553 2869.000 kg | 5.08000 14574.52| 5.10000 14631.90| 5.00000 14345.00 SEED MIXTURE, R | | | 0076 621-06557 291.000 kg | 3.30000 960.30| 6.50000 1891.50| 6.00000 1746.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -15 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 621-06565 68.000 Mg | 369.00000 25092.00| 460.00000 31280.00| 369.00000 25092.00 MULCHING MATERIAL | | | 0078 621-06567 428.000 kL | 1.00000 428.00| 5.00000 2140.00| 1.00000 428.00 WATER | | | 0079 621-06574 17616.000 m2 | 3.00000 52848.00| 3.40000 59894.40| 3.00000 52848.00 SODDING | | | 0080 621-06575 5977.000 m2 | 3.00000 17931.00| 3.50000 20919.50| 3.00000 17931.00 SODDING, NURSERY | | | 0081 628-09403 24.000 MOS | 2850.00000 68400.00| 1980.00000 47520.00| 2000.00000 48000.00 FIELD OFFICE, C | | | 0082 628-09407 48.000 MOS | 100.00000 4800.00| 250.00000 12000.00| 180.00000 8640.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0083 714-01366 25.000 m | 1827.78000 45694.50| 2100.00000 52500.00| 2100.00000 52500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0084 714-01634 27.000 m | 1453.32000 39239.64| 1380.00000 37260.00| 1500.00000 40500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0085 714-09204 23.500 m | 930.73000 21872.16| 510.00000 11985.00| 1100.00000 25850.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500mm X 750mm | | | 0086 714-26703 39.000 m | 1225.90000 47810.10| 960.00000 37440.00| 1300.00000 50700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0087 714-93641 22.500 m | 832.77000 18737.33| 790.00000 17775.00| 740.00000 16650.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0088 714-95246 17.500 m | 944.40000 16527.00| 900.00000 15750.00| 970.00000 16975.00 CULVERT, PRECAST BOX, REINFORCED , CONC | | | 1500mm X 1200mm | | | 0089 715-04612 34.500 m | 772.75000 26659.88| 760.00000 26220.00| 400.00000 13800.00 PIPE , TYPE 1, DEFORMED, MIN AREA 2.42 | | | m2 | | | 0090 715-05019 193.500 m | 239.18000 46281.33| 155.00000 29992.50| 145.00000 28057.50 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0091 715-05024 19.000 m | 243.79000 4632.01| 155.00000 2945.00| 155.00000 2945.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0092 715-05048 7592.000 m | 9.89000 75084.88| 9.90000 75160.80| 8.60000 65291.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -16 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 715-05053 432.000 m | 12.49000 5395.68| 52.00000 22464.00| 41.50000 17928.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0094 715-05119 132.500 m | 98.66000 13072.45| 80.00000 10600.00| 73.00000 9672.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0095 715-05121 187.500 m | 98.68000 18502.50| 90.00000 16875.00| 87.00000 16312.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0096 715-05123 31.500 m | 139.10000 4381.65| 110.00000 3465.00| 160.00000 5040.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0097 715-05149 82.600 m | 87.56000 7232.46| 75.00000 6195.00| 83.00000 6855.80 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0098 715-05151 146.500 m | 94.69000 13872.09| 80.00000 11720.00| 79.00000 11573.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0099 715-05152 438.500 m | 94.47000 41425.10| 90.00000 39465.00| 81.00000 35518.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0100 715-05154 25.000 m | 201.63000 5040.75| 110.00000 2750.00| 115.00000 2875.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0101 715-05169 808.000 m | 95.64000 77277.12| 80.00000 64640.00| 96.00000 77568.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0102 715-05171 188.000 m | 96.46000 18134.48| 90.00000 16920.00| 110.00000 20680.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0103 715-05172 42.000 m | 129.49000 5438.58| 100.00000 4200.00| 130.00000 5460.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0104 715-05173 30.000 m | 142.08000 4262.40| 110.00000 3300.00| 141.00000 4230.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0106 715-08305 273.000 Mg | 115.00000 31395.00| 120.00000 32760.00| 97.00000 26481.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0107 715-09064 878.600 m | 3.60000 3162.96| 4.50000 3953.70| 4.50000 3953.70 VIDEO INSPECTION FOR PIPE | | | 0109 715-26770 4.000 EACH | 3457.34000 13829.36| 4000.00000 16000.00| 4500.00000 18000.00 GRATED BOX END SECTION, I, 3:1, 600 mm | | | 0110 715-46000 1.000 EACH | 327.75000 327.75| 500.00000 500.00| 390.00000 390.00 PIPE END SECTION, 300 mm | | | 0111 715-46005 132.000 EACH | 114.88000 15164.16| 430.00000 56760.00| 425.00000 56100.00 PIPE END SECTION, 375 mm | | | 0112 715-46010 49.000 EACH | 148.93000 7297.57| 460.00000 22540.00| 475.00000 23275.00 PIPE END SECTION, 450 mm | | | 0113 715-46015 6.000 EACH | 201.25000 1207.50| 510.00000 3060.00| 560.00000 3360.00 PIPE END SECTION, 525 mm | | | 0114 715-46020 5.000 EACH | 217.35000 1086.75| 550.00000 2750.00| 890.00000 4450.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -17 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 715-46040 15.000 EACH | 562.35000 8435.25| 950.00000 14250.00| 1350.00000 20250.00 PIPE END SECTION, 900 mm | | | 0116 715-97691 4.000 EACH | 4483.85000 17935.40| 4000.00000 16000.00| 5850.00000 23400.00 GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0117 718-06531 47.000 EACH | 403.24000 18952.28| 500.00000 23500.00| 415.00000 19505.00 OUTLET PROTECTOR, 3 | | | 0118 718-06532 1000.000 m | 2.35000 2350.00| 8.00000 8000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0119 718-52610 1718.000 m3 | 33.97000 58360.46| 44.00000 75592.00| 28.00000 48104.00 AGGREGATE FOR UNDERDRAINS | | | 0120 718-99153 14946.000 m2 | 0.55000 8220.30| 1.50000 22419.00| 1.40000 20924.40 GEOTEXTILES FOR UNDERDRAIN | | | 0121 720-44000 10.000 EACH | 666.16000 6661.60| 600.00000 6000.00| 400.00000 4000.00 CASTING, ADJUST TO GRADE | | | 0122 720-45030 7.000 EACH | 1122.97000 7860.79| 1270.00000 8890.00| 1200.00000 8400.00 INLET, E7 | | | 0123 720-45035 5.000 EACH | 1179.52000 5897.60| 1270.00000 6350.00| 1200.00000 6000.00 INLET, F7 | | | 0124 720-45045 1.000 EACH | 2037.66000 2037.66| 1800.00000 1800.00| 1500.00000 1500.00 INLET, J10 | | | 0125 720-45075 1.000 EACH | 3235.86000 3235.86| 1900.00000 1900.00| 2450.00000 2450.00 INLET, R13 , MODIFIED | | | 0126 720-45270 5.000 EACH | 927.40000 4637.00| 1000.00000 5000.00| 1350.00000 6750.00 PIPE CATCH BASIN, 450 mm | | | 0127 720-45410 2.000 EACH | 1800.54000 3601.08| 2200.00000 4400.00| 2000.00000 4000.00 MANHOLE, C4 | | | 0128 720-45605 1.000 m | 1380.00000 1380.00| 900.00000 900.00| 1200.00000 1200.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0129 720-95422 1.000 EACH | 2288.28000 2288.28| 2900.00000 2900.00| 2400.00000 2400.00 MANHOLE, J4 | | | 0130 720-98555 1.000 EACH | 2611.14000 2611.14| 1600.00000 1600.00| 2100.00000 2100.00 INLET, C15 | | | 0131 720-99417 1.000 EACH | 2714.37000 2714.37| 1600.00000 1600.00| 2300.00000 2300.00 CATCH BASIN, C15 | | | 0132 720-99417 1.000 EACH | 1701.14000 1701.14| 2400.00000 2400.00| 2300.00000 2300.00 CATCH BASIN, C15 , MODIFIED | | | 0133 801-03290 8.000 EACH | 224.00000 1792.00| 300.00000 2400.00| 293.00000 2344.00 CONSTRUCTION SIGN, C | | | 0134 801-04308 16.000 EACH | 244.00000 3904.00| 250.00000 4000.00| 318.00000 5088.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -18 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 801-06625 38.000 EACH | 116.00000 4408.00| 120.00000 4560.00| 144.00000 5472.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0136 801-06640 64.000 EACH | 184.00000 11776.00| 190.00000 12160.00| 235.00000 15040.00 CONSTRUCTION SIGN, A | | | 0137 801-06645 12.000 EACH | 52.00000 624.00| 55.00000 660.00| 88.00000 1056.00 CONSTRUCTION SIGN, B | | | 0138 801-06775 LUMP | 61978.55000 61978.55| 116000.00000 116000.00| 140000.12000 140000.12 MAINTAINING TRAFFIC | | | 0139 801-07118 154.000 m | 19.00000 2926.00| 20.00000 3080.00| 61.00000 9394.00 BARRICADE, III-A | | | 0140 801-07119 22.000 m | 33.00000 726.00| 34.00000 748.00| 67.00000 1474.00 BARRICADE, III-B | | | 0141 802-05701 417.720 m | 45.00000 18797.40| 47.00000 19632.84| 45.00000 18797.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0142 802-07059 116.000 EACH | 30.00000 3480.00| 31.00000 3596.00| 30.00000 3480.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0143 802-76025 29.360 m2 | 205.00000 6018.80| 211.00000 6194.96| 205.00000 6018.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0144 802-76035 12.960 m2 | 235.00000 3045.60| 242.00000 3136.32| 235.00000 3045.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0145 802-76045 5.020 m2 | 265.00000 1330.30| 272.00000 1365.44| 265.00000 1330.30 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0146 802-91122 26.000 EACH | 45.00000 1170.00| 47.00000 1222.00| 45.00000 1170.00 SIGN, GROUND MOUNTED, RESET | | | 0147 804-06770 47.000 EACH | 25.00000 1175.00| 30.00000 1410.00| 29.00000 1363.00 DELINEATOR POST | | | 0148 804-76350 17.000 EACH | 26.00000 442.00| 36.00000 612.00| 55.00000 935.00 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0149 808-06703 23110.000 m | 1.00000 23110.00| 1.10000 25421.00| 0.92000 21261.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0150 808-06705 42.000 m | 5.00000 210.00| 6.00000 252.00| 4.00000 168.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0151 808-75240 1506.000 m | 1.00000 1506.00| 1.10000 1656.60| 0.92000 1385.52 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -19 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1461789 |( 6 ) 35-1151771 |E & B PAVING INC |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 808-75245 12544.000 m | 1.00000 12544.00| 1.10000 13798.40| 0.92000 11540.48 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75297 13.000 m | 50.00000 650.00| 60.00000 780.00| 10.00000 130.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0154 808-75996 836.000 EACH | 1.85000 1546.60| 5.00000 4180.00| 1.85000 1546.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0155 808-75998 836.000 EACH | 11.30000 9446.80| 14.50000 12122.00| 11.30000 9446.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0156 715-06825 2.000 EACH | 1339.98000 2679.96| 4100.00000 8200.00| 1200.00000 2400.00 CONCRETE ANCHOR , MIN. AREA 2.42 m2 | | | SECTION TOTALS | $ 7,497,500.00| $ 7,739,584.81| $ 7,885,381.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,497,500.00| $ 7,739,584.81| $ 7,885,381.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -20 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 75000.00000 75000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 200.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 72.000 MOS | 80.00000 5760.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 300000.00000 300000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 107000.00000 107000.00| | CLEARING RIGHT OF WAY | | | 0014 202-02241 864.000 m | 12.00000 10368.00| | GUARDRAIL, REMOVE | | | 0015 202-02279 268.000 m | 15.00000 4020.00| | CURB AND GUTTER, REMOVE | | | 0016 202-03000 LUMP | 4500.00000 4500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 132 | | | 0017 202-03000 LUMP | 7150.00000 7150.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 141 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -21 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-96133 8.400 m | 90.00000 756.00| | PIPE, REMOVE | | | 0019 203-02000 59775.000 m3 | 13.50000 806962.50| | EXCAVATION, COMMON | | | 0020 205-03371 100.000 m3 | 29.00000 2900.00| | SEDIMENT REMOVE | | | 0021 205-06932 2826.000 m | 30.50000 86193.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0022 205-06933 17.000 EACH | 95.00000 1615.00| | TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06936 338.400 Mg | 60.00000 20304.00| | TEMPORARY SEDIMENT TRAP | | | 0024 205-06937 2801.000 m | 3.90000 10923.90| | TEMPORARY SILT FENCE | | | 0025 207-08263 91409.000 m2 | 8.00000 731272.00| | SUBGRADE TREATMENT, TYPE IA | | | 0026 207-08267 7129.000 m2 | 14.00000 99806.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-09264 1944.000 m3 | 29.50000 57348.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0028 301-07448 28144.000 Mg | 17.00000 478448.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 152.000 Mg | 29.00000 4408.00| | COMPACTED AGGREGATE, NO. 53 | | | 0030 303-07449 179.000 Mg | 25.00000 4475.00| | COMPACTED AGGREGATE, NO. 73 | | | 0031 303-60012 183.000 Mg | 24.00000 4392.00| | AGGREGATE, 2 | | | 0032 303-94433 975.000 m3 | 48.50000 47287.50| | AGGREGATE, 12 | | | 0033 304-07493 4307.000 Mg | 56.50000 243345.50| | WIDENING WITH HMA, TYPE B | | | 0034 306-08033 10000.000 m2 | 1.50000 15000.00| | MILLING, ASPHALT, 25 mm | | | 0035 306-08043 626.000 m2 | 2.50000 1565.00| | MILLING, TRANSITION | | | 0036 401-06264 LUMP | 7000.00000 7000.00| | PROFILOGRAPH, HMA | | | 0037 401-07321 6204.000 Mg | 55.50000 344322.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -22 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-07390 12657.000 Mg | 50.50000 639178.50| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0039 401-07423 9965.000 Mg | 53.00000 528145.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0040 401-08333 5050.000 Mg | 56.25000 284062.50| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0041 402-07432 3975.000 Mg | 57.50000 228562.50| | HMA SURFACE, TYPE A | | | 0042 402-07435 935.000 Mg | 59.50000 55632.50| | HMA INTERMEDIATE, TYPE A | | | 0043 402-07440 9550.000 Mg | 53.00000 506150.00| | HMA BASE, TYPE A | | | 0044 406-05520 80.000 Mg | 550.00000 44000.00| | ASPHALT FOR TACK COAT | | | 0045 601-01522 2.000 EACH | 1915.00000 3830.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-01740 1.000 EACH | 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0047 601-94689 3.000 EACH | 2300.00000 6900.00| | GUARDRAIL END TREATMENT, OS | | | 0048 601-99105 460.000 m | 55.00000 25300.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0049 603-03692 234.000 m | 56.00000 13104.00| | FENCE, WOOD , REMOVE AND RESET | | | 0050 603-06040 4448.000 m | 16.50000 73392.00| | FENCE, FARM FIELD, 1190 mm | | | 0051 603-06045 239.000 m | 45.50000 10874.50| | FENCE, CHAIN LINK, 1220 mm | | | 0052 603-96042 2.000 EACH | 1250.00000 2500.00| | FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0053 604-07901 6.000 m2 | 140.00000 840.00| | CURB RAMP, CONCRETE, G | | | 0054 604-91531 546.000 m2 | 38.00000 20748.00| | SIDEWALK, CONCRETE, 100 mm | | | 0055 605-06140 308.000 m | 58.00000 17864.00| | CURB AND GUTTER, CONCRETE | | | 0056 605-94811 18.000 EACH | 700.00000 12600.00| | CURB TURNOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -23 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 605-97937 2097.000 m | 33.00000 69201.00| | CURB AND GUTTER, CONCRETE, ROLL | | | 0058 606-07484 15647.000 m | 0.75000 11735.25| | MILLED HMA SHOULDER CORRUGATIONS | | | 0059 607-06335 55.000 m | 100.00000 5500.00| | PAVED SIDE DITCH, A | | | 0060 610-07486 1308.000 Mg | 73.00000 95484.00| | HMA FOR APPROACHES, TYPE A | | | 0061 610-07487 2453.000 Mg | 74.75000 183361.75| | HMA FOR APPROACHES, TYPE B | | | 0062 610-08446 395.000 m2 | 42.00000 16590.00| | PCCP FOR APPROACHES, 150 mm | | | 0063 610-09108 219.000 m2 | 50.00000 10950.00| | PCCP FOR APPROACHES, 225 mm | | | 0064 611-06497 73.000 EACH | 130.00000 9490.00| | MAILBOX ASSEMBLY, SINGLE | | | 0065 611-06498 30.000 EACH | 160.00000 4800.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0066 615-06490 310.000 EACH | 125.00000 38750.00| | RIGHT OF WAY MARKER | | | 0067 615-06505 40.000 EACH | 490.00000 19600.00| | MONUMENT, B | | | 0068 615-06510 5.000 EACH | 310.00000 1550.00| | MONUMENT, C | | | 0069 615-06515 1.000 EACH | 250.00000 250.00| | MONUMENT, D | | | 0070 615-06527 12.000 EACH | 365.00000 4380.00| | MONUMENT, SECTION CORNER | | | 0071 616-02320 6478.000 m2 | 3.30000 21377.40| | GEOTEXTILES | | | 0072 616-06406 4863.000 m2 | 25.75000 125222.25| | RIPRAP, REVETMENT | | | 0073 621-02770 2795.000 m2 | 1.55000 4332.25| | EROSION CONTROL BLANKET | | | 0074 621-06545 13.600 Mg | 1375.00000 18700.00| | FERTILIZER | | | 0075 621-06553 2869.000 kg | 5.30000 15205.70| | SEED MIXTURE, R | | | 0076 621-06557 291.000 kg | 3.40000 989.40| | SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -24 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 621-06565 68.000 Mg | 385.00000 26180.00| | MULCHING MATERIAL | | | 0078 621-06567 428.000 kL | 1.00000 428.00| | WATER | | | 0079 621-06574 17616.000 m2 | 3.20000 56371.20| | SODDING | | | 0080 621-06575 5977.000 m2 | 3.20000 19126.40| | SODDING, NURSERY | | | 0081 628-09403 24.000 MOS | 1600.00000 38400.00| | FIELD OFFICE, C | | | 0082 628-09407 48.000 MOS | 115.00000 5520.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0083 714-01366 25.000 m | 2165.00000 54125.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0084 714-01634 27.000 m | 1455.00000 39285.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0085 714-09204 23.500 m | 950.00000 22325.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500mm X 750mm | | | 0086 714-26703 39.000 m | 1250.00000 48750.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0087 714-93641 22.500 m | 850.00000 19125.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0088 714-95246 17.500 m | 1100.00000 19250.00| | CULVERT, PRECAST BOX, REINFORCED , CONC | | | 1500mm X 1200mm | | | 0089 715-04612 34.500 m | 875.00000 30187.50| | PIPE , TYPE 1, DEFORMED, MIN AREA 2.42 | | | m2 | | | 0090 715-05019 193.500 m | 200.00000 38700.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0091 715-05024 19.000 m | 200.00000 3800.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0092 715-05048 7592.000 m | 7.75000 58838.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -25 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 715-05053 432.000 m | 56.00000 24192.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0094 715-05119 132.500 m | 85.50000 11328.75| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0095 715-05121 187.500 m | 120.00000 22500.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0096 715-05123 31.500 m | 200.00000 6300.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0097 715-05149 82.600 m | 95.00000 7847.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0098 715-05151 146.500 m | 102.00000 14943.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0099 715-05152 438.500 m | 106.50000 46700.25| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0100 715-05154 25.000 m | 149.50000 3737.50| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0101 715-05169 808.000 m | 115.00000 92920.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0102 715-05171 188.000 m | 143.00000 26884.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0103 715-05172 42.000 m | 161.50000 6783.00| | PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0104 715-05173 30.000 m | 158.00000 4740.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0106 715-08305 273.000 Mg | 97.00000 26481.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0107 715-09064 878.600 m | 3.60000 3162.96| | VIDEO INSPECTION FOR PIPE | | | 0109 715-26770 4.000 EACH | 3275.00000 13100.00| | GRATED BOX END SECTION, I, 3:1, 600 mm | | | 0110 715-46000 1.000 EACH | 315.00000 315.00| | PIPE END SECTION, 300 mm | | | 0111 715-46005 132.000 EACH | 340.00000 44880.00| | PIPE END SECTION, 375 mm | | | 0112 715-46010 49.000 EACH | 380.00000 18620.00| | PIPE END SECTION, 450 mm | | | 0113 715-46015 6.000 EACH | 430.00000 2580.00| | PIPE END SECTION, 525 mm | | | 0114 715-46020 5.000 EACH | 450.00000 2250.00| | PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -26 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 715-46040 15.000 EACH | 785.00000 11775.00| | PIPE END SECTION, 900 mm | | | 0116 715-97691 4.000 EACH | 4875.00000 19500.00| | GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0117 718-06531 47.000 EACH | 450.00000 21150.00| | OUTLET PROTECTOR, 3 | | | 0118 718-06532 1000.000 m | 2.50000 2500.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0119 718-52610 1718.000 m3 | 44.00000 75592.00| | AGGREGATE FOR UNDERDRAINS | | | 0120 718-99153 14946.000 m2 | 1.00000 14946.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0121 720-44000 10.000 EACH | 450.00000 4500.00| | CASTING, ADJUST TO GRADE | | | 0122 720-45030 7.000 EACH | 1050.00000 7350.00| | INLET, E7 | | | 0123 720-45035 5.000 EACH | 1100.00000 5500.00| | INLET, F7 | | | 0124 720-45045 1.000 EACH | 1750.00000 1750.00| | INLET, J10 | | | 0125 720-45075 1.000 EACH | 4550.00000 4550.00| | INLET, R13 , MODIFIED | | | 0126 720-45270 5.000 EACH | 800.00000 4000.00| | PIPE CATCH BASIN, 450 mm | | | 0127 720-45410 2.000 EACH | 1600.00000 3200.00| | MANHOLE, C4 | | | 0128 720-45605 1.000 m | 600.00000 600.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0129 720-95422 1.000 EACH | 2450.00000 2450.00| | MANHOLE, J4 | | | 0130 720-98555 1.000 EACH | 2175.00000 2175.00| | INLET, C15 | | | 0131 720-99417 1.000 EACH | 2275.00000 2275.00| | CATCH BASIN, C15 | | | 0132 720-99417 1.000 EACH | 2500.00000 2500.00| | CATCH BASIN, C15 , MODIFIED | | | 0133 801-03290 8.000 EACH | 305.00000 2440.00| | CONSTRUCTION SIGN, C | | | 0134 801-04308 16.000 EACH | 330.00000 5280.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -27 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 801-06625 38.000 EACH | 150.00000 5700.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0136 801-06640 64.000 EACH | 245.00000 15680.00| | CONSTRUCTION SIGN, A | | | 0137 801-06645 12.000 EACH | 90.00000 1080.00| | CONSTRUCTION SIGN, B | | | 0138 801-06775 LUMP | 180000.00000 180000.00| | MAINTAINING TRAFFIC | | | 0139 801-07118 154.000 m | 64.00000 9856.00| | BARRICADE, III-A | | | 0140 801-07119 22.000 m | 70.00000 1540.00| | BARRICADE, III-B | | | 0141 802-05701 417.720 m | 46.00000 19215.12| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0142 802-07059 116.000 EACH | 31.00000 3596.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0143 802-76025 29.360 m2 | 212.00000 6224.32| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0144 802-76035 12.960 m2 | 170.00000 2203.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0145 802-76045 5.020 m2 | 272.00000 1365.44| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0146 802-91122 26.000 EACH | 46.50000 1209.00| | SIGN, GROUND MOUNTED, RESET | | | 0147 804-06770 47.000 EACH | 25.50000 1198.50| | DELINEATOR POST | | | 0148 804-76350 17.000 EACH | 27.00000 459.00| | DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0149 808-06703 23110.000 m | 0.95000 21954.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0150 808-06705 42.000 m | 4.25000 178.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0151 808-75240 1506.000 m | 0.95000 1430.70| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 281 -28 TABULATION OF BIDS ROUTE : SR 42 CALL ORDER : 281 CONTRACT ID : SR -30865-A COUNTIES : MORGAN LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1357381 |( ) |( ) |O`MARA DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 808-75245 12544.000 m | 0.95000 11916.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75297 13.000 m | 13.00000 169.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0154 808-75996 836.000 EACH | 1.90000 1588.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0155 808-75998 836.000 EACH | 12.00000 10032.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0156 715-06825 2.000 EACH | 3300.00000 6600.00| | CONCRETE ANCHOR , MIN. AREA 2.42 m2 | | | SECTION TOTALS | $ 7,973,486.94| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,973,486.94| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 291 -1 VENDOR RANKING CALL ORDER : 291 CONTRACT ID : SR -31736-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 06/30/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810240 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01-0729560 LAND CONSTRUCTION CORP $ 92,975.00 100.0000% 2 35-1267175 FLEMING EXCAVATING INC $ 96,413.23 103.6980% 3 35-1185040 NIBLOCK EXCAVATING INC $ 126,202.01 135.7376% 4 35-1817574 YARDBERRY LANDSCAPE $ 135,071.00 145.2767% 5 35-1817530 PIONEER ASSOCIATES INC $ 157,795.90 169.7186% 6 35-1636776 LINKEL COMPANY $ 198,000.00 212.9605% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 291 -2 TABULATION OF BIDS ROUTE : 50 CALL ORDER : 291 CONTRACT ID : SR -31736-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 01-0729560 |( 2 ) 35-1267175 |( 3 ) 35-1185040 |LAND CONSTRUCTION CORP |FLEMING EXCAVATING INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 4600.00000 4600.00| 5025.00000 5025.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 4600.00000 4600.00| 5000.00000 5000.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-06587 1.000 ACRE | 10079.10000 10079.10| 14900.00000 14900.00| 5600.00000 5600.00 CLEARING AND GRUBBING | | | 0007 202-96133 140.000 LFT | 2.50000 350.00| 3.00000 420.00| 15.00000 2100.00 PIPE, REMOVE | | | 0008 203-02000 4500.000 CYS | 6.25000 28125.00| 6.95000 31275.00| 12.00000 54000.00 EXCAVATION, COMMON | | | 0009 203-51223 300.000 CYS | 10.00000 3000.00| 8.15000 2445.00| 18.00000 5400.00 EXCAVATION, WATERWAY | | | 0010 205-02770 2360.000 SYS | 4.42000 10431.20| 4.46000 10525.60| 4.50000 10620.00 EROSION CONTROL BLANKET | | | 0011 205-06930 6.000 TON | 45.00000 270.00| 44.00000 264.00| 60.00000 360.00 SPLASHPAD, RIPRAP | | | 0012 205-06933 1.000 EACH | 125.00000 125.00| 125.00000 125.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 700.000 LFT | 2.34000 1638.00| 2.00000 1400.00| 2.35000 1645.00 TEMPORARY SILT FENCE | | | 0014 205-09543 100.000 TON | 10.00000 1000.00| 2.00000 200.00| 16.00000 1600.00 NO 2 STONE | | | 0015 211-09264 24.000 CYS | 22.00000 528.00| 13.00000 312.00| 27.00000 648.00 STRUCTURE BACKFILL, TYPE 1 | | | 0016 303-01180 6.000 TON | 10.15000 60.90| 45.00000 270.00| 20.00000 120.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 406-05520 0.010 TON | 2500.00000 25.00| 200.00000 2.00| 1.00000 0.01 ASPHALT FOR TACK COAT | | | 0018 616-06451 60.000 TON | 30.00000 1800.00| 39.00000 2340.00| 60.00000 3600.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 291 -3 TABULATION OF BIDS ROUTE : 50 CALL ORDER : 291 CONTRACT ID : SR -31736-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 01-0729560 |( 2 ) 35-1267175 |( 3 ) 35-1185040 |LAND CONSTRUCTION CORP |FLEMING EXCAVATING INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-01004 1.000 EACH | 725.00000 725.00| 446.25000 446.25| 725.00000 725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-01597 2490.000 SYS | 1.36000 3386.40| 1.42000 3535.80| 1.40000 3486.00 EROSION CONTROL, MAT | | | 0021 621-03324 0.520 ACRE | 3460.00000 1799.20| 2992.50000 1556.10| 3460.00000 1799.20 WILD FLOWERS , PRAIRIE SEEDING | | | 0022 621-03324 0.490 ACRE | 4420.00000 2165.80| 5197.51000 2546.78| 4420.00000 2165.80 WILD FLOWERS , WETLAND SEEDING | | | 0023 621-06734 1520.000 EACH | 5.92000 8998.40| 4.46000 6779.20| 6.00000 9120.00 WILD FLOWERS PLUG PLANTING | | | 0024 622-52436 4.000 EACH | 40.00000 160.00| 57.50000 230.00| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0025 628-09408 3.000 MOS | 465.00000 1395.00| 1.00000 3.00| 100.00000 300.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0026 628-09409 3.000 MOS | 150.00000 450.00| 1.00000 3.00| 100.00000 300.00 MOBILE INTERNET SERVICE , 1 COMPUTER | | | 0027 715-05128 20.000 LFT | 105.00000 2100.00| 69.30000 1386.00| 120.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0028 715-06004 2.000 EACH | 1200.00000 2400.00| 2200.00000 4400.00| 2500.00000 5000.00 CONCRETE ANCHOR, 48 IN. | | | 0029 715-08282 3.000 TON | 300.00000 900.00| 128.50000 385.50| 500.00000 1500.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0030 715-92037 120.000 LFT | 7.50000 900.00| 8.00000 960.00| 15.00000 1800.00 PIPE, PVC, 4 IN. | | | 0031 805-96014 20.000 LFT | 3.00000 60.00| 5.00000 100.00| 30.00000 600.00 SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 92,975.00| $ 96,413.23| $ 126,202.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 92,975.00| $ 96,413.23| $ 126,202.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 291 -4 TABULATION OF BIDS ROUTE : 50 CALL ORDER : 291 CONTRACT ID : SR -31736-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817574 |( 5 ) 35-1817530 |( 6 ) 35-1636776 |YARDBERRY LANDSCAPE |PIONEER ASSOCIATES INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 2000.00000 2000.00| 34927.00000 34927.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 6000.00000 6000.00| 8400.00000 8400.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-06587 1.000 ACRE | 5000.00000 5000.00| 7500.00000 7500.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0007 202-96133 140.000 LFT | 10.00000 1400.00| 7.00000 980.00| 10.00000 1400.00 PIPE, REMOVE | | | 0008 203-02000 4500.000 CYS | 16.00000 72000.00| 18.50000 83250.00| 10.00000 45000.00 EXCAVATION, COMMON | | | 0009 203-51223 300.000 CYS | 20.00000 6000.00| 16.00000 4800.00| 30.00000 9000.00 EXCAVATION, WATERWAY | | | 0010 205-02770 2360.000 SYS | 2.25000 5310.00| 5.00000 11800.00| 3.00000 7080.00 EROSION CONTROL BLANKET | | | 0011 205-06930 6.000 TON | 100.00000 600.00| 83.00000 498.00| 75.00000 450.00 SPLASHPAD, RIPRAP | | | 0012 205-06933 1.000 EACH | 150.00000 150.00| 130.00000 130.00| 200.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 700.000 LFT | 3.00000 2100.00| 3.00000 2100.00| 2.00000 1400.00 TEMPORARY SILT FENCE | | | 0014 205-09543 100.000 TON | 28.00000 2800.00| 36.00000 3600.00| 20.00000 2000.00 NO 2 STONE | | | 0015 211-09264 24.000 CYS | 35.00000 840.00| 115.00000 2760.00| 30.00000 720.00 STRUCTURE BACKFILL, TYPE 1 | | | 0016 303-01180 6.000 TON | 29.00000 174.00| 110.00000 660.00| 30.00000 180.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 406-05520 0.010 TON | 2000.00000 20.00| 10000.00000 100.00| 1000.00000 10.00 ASPHALT FOR TACK COAT | | | 0018 616-06451 60.000 TON | 50.00000 3000.00| 30.00000 1800.00| 60.00000 3600.00 RIPRAP, UNIFORM | | | 0019 621-01004 1.000 EACH | 700.00000 700.00| 800.00000 800.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 291 -5 TABULATION OF BIDS ROUTE : 50 CALL ORDER : 291 CONTRACT ID : SR -31736-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817574 |( 5 ) 35-1817530 |( 6 ) 35-1636776 |YARDBERRY LANDSCAPE |PIONEER ASSOCIATES INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 621-01597 2490.000 SYS | 2.50000 6225.00| 2.00000 4980.00| 3.00000 7470.00 EROSION CONTROL, MAT | | | 0021 621-03324 0.520 ACRE | 2350.00000 1222.00| 3470.00000 1804.40| 1000.00000 520.00 WILD FLOWERS , PRAIRIE SEEDING | | | 0022 621-03324 0.490 ACRE | 2300.00000 1127.00| 4450.00000 2180.50| 1000.00000 490.00 WILD FLOWERS , WETLAND SEEDING | | | 0023 621-06734 1520.000 EACH | 4.00000 6080.00| 6.00000 9120.00| 10.00000 15200.00 WILD FLOWERS PLUG PLANTING | | | 0024 622-52436 4.000 EACH | 55.00000 220.00| 50.00000 200.00| 200.00000 800.00 SIGN, DO NOT MOW OR SPRAY | | | 0025 628-09408 3.000 MOS | 350.00000 1050.00| 450.00000 1350.00| 400.00000 1200.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0026 628-09409 3.000 MOS | 150.00000 450.00| 130.00000 390.00| 150.00000 450.00 MOBILE INTERNET SERVICE , 1 COMPUTER | | | 0027 715-05128 20.000 LFT | 110.00000 2200.00| 92.00000 1840.00| 100.00000 2000.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0028 715-06004 2.000 EACH | 1900.00000 3800.00| 1200.00000 2400.00| 1200.00000 2400.00 CONCRETE ANCHOR, 48 IN. | | | 0029 715-08282 3.000 TON | 200.00000 600.00| 350.00000 1050.00| 100.00000 300.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0030 715-92037 120.000 LFT | 15.00000 1800.00| 10.00000 1200.00| 5.00000 600.00 PIPE, PVC, 4 IN. | | | 0031 805-96014 20.000 LFT | 10.00000 200.00| 5.00000 100.00| 5.00000 100.00 SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 135,071.00| $ 157,795.90| $ 198,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 135,071.00| $ 157,795.90| $ 198,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 321 -1 VENDOR RANKING CALL ORDER : 321 CONTRACT ID : SR -31937-A COUNTIES : VIGO LETTING DATE : 05/20/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 08/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0900122 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2097364 INDIANA RELINE INC $ 626,338.95 100.0000% 2 35-1801998 CLR INC $ 678,713.75 108.3621% 3 35-1817574 YARDBERRY LANDSCAPE $ 698,440.00 111.5115% 4 35-1526557 MIDWEST MOLE INC $ 700,029.00 111.7652% 5 35-1875662 CRIDER & CRIDER INC $ 832,658.00 132.9405% 6 35-1357381 O`MARA DAVE CONTRACTOR $ 969,577.00 154.8007% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 321 -2 TABULATION OF BIDS ROUTE : 70 CALL ORDER : 321 CONTRACT ID : SR -31937-A COUNTIES : VIGO LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1801998 |( 3 ) 35-1817574 |INDIANA RELINE INC |CLR INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 14500.00000 14500.00| 33935.00000 33935.00| 30800.00000 30800.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-96133 35.000 LFT | 37.57000 1314.95| 64.80000 2268.00| 100.00000 3500.00 PIPE, REMOVE | | | 0008 203-02000 455.000 CYS | 26.70000 12148.50| 11.95000 5437.25| 15.00000 6825.00 EXCAVATION, COMMON | | | 0009 206-93520 2600.000 SFT | 20.00000 52000.00| 19.95000 51870.00| 11.00000 28600.00 TEMPORARY SHEET PILING | | | 0010 211-09265 455.000 CYS | 45.30000 20611.50| 38.50000 17517.50| 32.00000 14560.00 STRUCTURE BACKFILL, TYPE 2 | | | 0011 616-06405 10.000 TON | 130.00000 1300.00| 175.00000 1750.00| 60.00000 600.00 RIPRAP, REVETMENT | | | 0012 621-06559 1000.000 SYS | 2.00000 2000.00| 1.35000 1350.00| 1.00000 1000.00 MULCHED SEEDING, R | | | 0013 628-09408 4.000 MOS | 250.00000 1000.00| 350.00000 1400.00| 350.00000 1400.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0014 628-09409 4.000 MOS | 75.00000 300.00| 50.00000 200.00| 150.00000 600.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0015 715-06691 1.000 EACH | 2500.00000 2500.00| 5500.00000 5500.00| 3000.00000 3000.00 CONCRETE ANCHOR, 96 IN. | | | 0016 725-06864 362.000 LFT | 1400.00000 506800.00| 1512.00000 547344.00| 1643.50000 594947.00 PIPE LINER, THERMOPLASTIC, 96 IN. | | | 0017 801-03290 6.000 EACH | 250.00000 1500.00| 225.00000 1350.00| 302.50000 1815.00 CONSTRUCTION SIGN, C | | | 0018 801-06640 26.000 EACH | 110.00000 2860.00| 88.00000 2288.00| 126.50000 3289.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 321 -3 TABULATION OF BIDS ROUTE : 70 CALL ORDER : 321 CONTRACT ID : SR -31937-A COUNTIES : VIGO LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 35-1801998 |( 3 ) 35-1817574 |INDIANA RELINE INC |CLR INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 2500.00000 2500.00| 4000.00000 4000.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 626,338.95| $ 678,713.75| $ 698,440.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 626,338.95| $ 678,713.75| $ 698,440.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 321 -4 TABULATION OF BIDS ROUTE : 70 CALL ORDER : 321 CONTRACT ID : SR -31937-A COUNTIES : VIGO LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1526557 |( 5 ) 35-1875662 |( 6 ) 35-1357381 |MIDWEST MOLE INC |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 1850.00000 1850.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 6700.00000 6700.00| 32000.00000 32000.00| 46000.00000 46000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-96133 35.000 LFT | 64.50000 2257.50| 260.00000 9100.00| 60.00000 2100.00 PIPE, REMOVE | | | 0008 203-02000 455.000 CYS | 17.50000 7962.50| 9.00000 4095.00| 20.00000 9100.00 EXCAVATION, COMMON | | | 0009 206-93520 2600.000 SFT | 14.00000 36400.00| 17.50000 45500.00| 31.00000 80600.00 TEMPORARY SHEET PILING | | | 0010 211-09265 455.000 CYS | 37.00000 16835.00| 27.00000 12285.00| 41.00000 18655.00 STRUCTURE BACKFILL, TYPE 2 | | | 0011 616-06405 10.000 TON | 288.00000 2880.00| 21.00000 210.00| 48.00000 480.00 RIPRAP, REVETMENT | | | 0012 621-06559 1000.000 SYS | 3.00000 3000.00| 2.45000 2450.00| 2.42000 2420.00 MULCHED SEEDING, R | | | 0013 628-09408 4.000 MOS | 460.00000 1840.00| 500.00000 2000.00| 100.00000 400.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0014 628-09409 4.000 MOS | 60.00000 240.00| 100.00000 400.00| 100.00000 400.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0015 715-06691 1.000 EACH | 4050.00000 4050.00| 5000.00000 5000.00| 7000.00000 7000.00 CONCRETE ANCHOR, 96 IN. | | | 0016 725-06864 362.000 LFT | 1660.00000 600920.00| 1950.00000 705900.00| 2165.00000 783730.00 PIPE LINER, THERMOPLASTIC, 96 IN. | | | 0017 801-03290 6.000 EACH | 285.00000 1710.00| 229.00000 1374.00| 229.00000 1374.00 CONSTRUCTION SIGN, C | | | 0018 801-06640 26.000 EACH | 130.00000 3380.00| 90.00000 2340.00| 89.00000 2314.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 321 -5 TABULATION OF BIDS ROUTE : 70 CALL ORDER : 321 CONTRACT ID : SR -31937-A COUNTIES : VIGO LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1526557 |( 5 ) 35-1875662 |( 6 ) 35-1357381 |MIDWEST MOLE INC |CRIDER & CRIDER INC |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 700,029.00| $ 832,658.00| $ 969,577.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 700,029.00| $ 832,658.00| $ 969,577.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 361 -1 VENDOR RANKING CALL ORDER : 361 CONTRACT ID : SRS-29872-A COUNTIES : MADISON HANCOCK LETTING DATE : 05/20/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 08/28/09 COMPLETION DATE CONTRACT DESCRIPTION : Do Not Use - Rural - Old Code PROJECT(S) : 0710492 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 1,489,250.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,635,500.00 109.8204% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 361 -2 TABULATION OF BIDS ROUTE : SR 9 CALL ORDER : 361 CONTRACT ID : SRS-29872-A COUNTIES : MADISON HANCOCK LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SURFACE TREATMENT, PM | | | 0001 105-06845 LUMP | 2800.00000 2800.00| 3100.00000 3100.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 68750.00000 68750.00| 44290.75000 44290.75| MOBILIZATION AND DEMOBILIZATION | | | 0009 303-07449 2000.000 TON | 25.00000 50000.00| 26.70000 53400.00| COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07491 1000.000 TON | 55.00000 55000.00| 100.00000 100000.00| HMA PATCHING, TYPE C | | | 0011 306-08034 4167.000 SYS | 0.30000 1250.10| 0.88000 3666.96| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08042 196009.000 SYS | 0.30000 58802.70| 0.44000 86243.96| MILLING, SCARIFICATION/PROFILE | | | 0013 306-08043 1800.000 SYS | 0.50000 900.00| 0.80000 1440.00| MILLING, TRANSITION | | | 0014 306-08432 11790.000 SYS | 2.25000 26527.50| 1.40000 16506.00| MILLING, APPROACH | | | 0015 401-06264 LUMP | 4600.00000 4600.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0016 401-07328 16515.000 TON | 57.00000 941355.00| 63.50000 1048702.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 406-05520 54.000 TON | 450.00000 24300.00| 500.00000 27000.00| ASPHALT FOR TACK COAT | | | 0018 610-07488 1035.000 TON | 147.00000 152145.00| 122.00000 126270.00| HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 361 -3 TABULATION OF BIDS ROUTE : SR 9 CALL ORDER : 361 CONTRACT ID : SRS-29872-A COUNTIES : MADISON HANCOCK LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 628-09402 6.000 MOS | 2400.00000 14400.00| 2300.00000 13800.00| FIELD OFFICE, B | | | 0020 801-03290 4.000 EACH | 135.00000 540.00| 135.00000 540.00| CONSTRUCTION SIGN, C | | | 0021 801-06203 5583.000 LFT | 0.40000 2233.20| 0.75000 4187.25| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 5583.000 LFT | 1.00000 5583.00| 1.00000 5583.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 41.000 EACH | 95.00000 3895.00| 95.00000 3895.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 14413.92000 14413.92| 34000.00000 34000.00| MAINTAINING TRAFFIC | | | 0025 805-78470 625.000 LFT | 0.50000 312.50| 0.50000 312.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0026 805-78795 240.000 LFT | 8.50000 2040.00| 8.50000 2040.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0027 808-06703 118647.000 LFT | 0.20000 23729.40| 0.20000 23729.40| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0028 808-75240 9325.000 LFT | 0.20000 1865.00| 0.20000 1865.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0029 808-75245 47202.000 LFT | 0.20000 9440.40| 0.20000 9440.40| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0030 808-75297 128.000 LFT | 4.86000 622.08| 4.86000 622.08| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75320 9.000 EACH | 38.00000 342.00| 38.00000 342.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0032 808-75325 7.000 EACH | 54.00000 378.00| 54.00000 378.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0033 808-75996 1056.000 EACH | 1.20000 1267.20| 1.20000 1267.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 808-75998 1056.000 EACH | 10.75000 11352.00| 10.75000 11352.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 361 -4 TABULATION OF BIDS ROUTE : SR 9 CALL ORDER : 361 CONTRACT ID : SRS-29872-A COUNTIES : MADISON HANCOCK LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 615-06520 8.000 EACH | 650.00000 5200.00| 470.00000 3760.00| MONUMENT, RE-ESTABLISH | | | 0036 615-06525 8.000 EACH | 650.00000 5200.00| 470.00000 3760.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | SECTION TOTALS | $ 1,489,250.00| $ 1,635,500.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,489,250.00| $ 1,635,500.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 371 -1 VENDOR RANKING CALL ORDER : 371 CONTRACT ID : SRS-30083-A COUNTIES : ST. JOSEPH LETTING DATE : 05/20/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 11/01/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710040 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 1,593,244.25 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,621,471.29 101.7717% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,792,974.35 112.5361% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 371 -2 TABULATION OF BIDS ROUTE : 23 CALL ORDER : 371 CONTRACT ID : SRS-30083-A COUNTIES : ST. JOSEPH LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1150.00000 1150.00| 1000.00000 1000.00| 7985.50000 7985.50 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 50.00000 150.00| 100.00000 300.00| 80.00000 240.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 50.00000 900.00| 100.00000 1800.00| 40.00000 720.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 40000.00000 40000.00| 45000.00000 45000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-94749 50.000 LFT | 8.50000 425.00| 5.00000 250.00| 6.00000 300.00 CURB, ASPHALT, REMOVE | | | 0013 203-08607 450.000 LFT | 6.00000 2700.00| 3.00000 1350.00| 7.00000 3150.00 LINEAR GRADING | | | 0014 205-06937 500.000 LFT | 1.25000 625.00| 1.98000 990.00| 1.98000 990.00 TEMPORARY SILT FENCE | | | 0015 303-07449 6080.000 TON | 8.00000 48640.00| 19.00000 115520.00| 18.00000 109440.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07491 200.000 TON | 100.00000 20000.00| 110.00000 22000.00| 50.00000 10000.00 HMA PATCHING, TYPE C | | | 0017 306-08033 73055.000 SYS | 1.25000 91318.75| 1.15000 84013.25| 1.90000 138804.50 MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 371 -3 TABULATION OF BIDS ROUTE : 23 CALL ORDER : 371 CONTRACT ID : SRS-30083-A COUNTIES : ST. JOSEPH LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 306-08036 31000.000 SYS | 1.25000 38750.00| 1.25000 38750.00| 1.35000 41850.00 MILLING, ASPHALT, 2 IN. | | | 0019 306-08043 900.000 SYS | 1.25000 1125.00| 1.10000 990.00| 2.70000 2430.00 MILLING, TRANSITION | | | 0020 306-08432 24300.000 SYS | 1.25000 30375.00| 0.01000 243.00| 1.00000 24300.00 MILLING, APPROACH | | | 0021 401-06264 LUMP | 4000.00000 4000.00| 1000.00000 1000.00| 7289.15000 7289.15 PROFILOGRAPH, HMA | | | 0022 401-07347 20250.000 TON | 49.00000 992250.00| 50.00000 1012500.00| 50.72000 1027080.00 QC/QA-HMA, 3, 70, SURFACE, 12.5 mm | | | 0023 401-07379 715.000 TON | 49.00000 35035.00| 49.00000 35035.00| 56.00000 40040.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0024 406-05520 24.000 TON | 775.00000 18600.00| 0.01000 0.24| 750.00000 18000.00 ASPHALT FOR TACK COAT | | | 0025 601-06035 50.000 LFT | 25.00000 1250.00| 60.00000 3000.00| 60.00000 3000.00 GUARDRAIL, RESET | | | 0026 605-05523 50.000 LFT | 16.00000 800.00| 10.00000 500.00| 33.00000 1650.00 CURB, HMA | | | 0027 610-07488 1375.000 TON | 75.00000 103125.00| 95.00000 130625.00| 63.00000 86625.00 HMA FOR APPROACHES, TYPE C | | | 0028 615-06527 5.000 EACH | 300.00000 1500.00| 1000.00000 5000.00| 900.00000 4500.00 MONUMENT, SECTION CORNER | | | 0029 621-01004 1.000 EACH | 425.00000 425.00| 425.00000 425.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 9000.000 SYS | 0.55000 4950.00| 0.55000 4950.00| 0.55000 4950.00 MULCHED SEEDING, R | | | 0031 628-09402 6.000 MOS | 750.00000 4500.00| 800.00000 4800.00| 2165.00000 12990.00 FIELD OFFICE, B | | | 0032 715-01662 150.000 LFT | 30.00000 4500.00| 30.00000 4500.00| 30.00000 4500.00 PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0033 720-01355 3.000 EACH | 100.00000 300.00| 100.00000 300.00| 100.00000 300.00 CLEAN EXISTING INLET | | | 0034 720-44000 6.000 EACH | 250.00000 1500.00| 200.00000 1200.00| 520.00000 3120.00 CASTING, ADJUST TO GRADE | | | 0035 720-94840 1.000 EACH | 35.00000 35.00| 75.00000 75.00| 220.00000 220.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0036 801-03290 2.000 EACH | 75.00000 150.00| 75.00000 150.00| 75.00000 150.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 371 -4 TABULATION OF BIDS ROUTE : 23 CALL ORDER : 371 CONTRACT ID : SRS-30083-A COUNTIES : ST. JOSEPH LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 801-06203 6400.000 LFT | 0.25000 1600.00| 0.15000 960.00| 0.25000 1600.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06209 6400.000 LFT | 1.00000 6400.00| 1.00000 6400.00| 1.96000 12544.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN. | | | 0039 801-06640 44.000 EACH | 61.00000 2684.00| 61.00000 2684.00| 61.00000 2684.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 46000.00000 46000.00| 2500.00000 2500.00| 41900.70000 41900.70 MAINTAINING TRAFFIC | | | 0041 805-02327 6.000 EACH | 125.00000 750.00| 125.00000 750.00| 125.00000 750.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0042 805-02441 1150.000 LFT | 0.40000 460.00| 0.40000 460.00| 0.40000 460.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78795 550.000 LFT | 10.00000 5500.00| 10.00000 5500.00| 10.00000 5500.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 808-06701 5900.000 LFT | 0.01000 59.00| 0.01000 59.00| 0.01000 59.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0045 808-06703 124000.000 LFT | 0.26000 32240.00| 0.26000 32240.00| 0.26000 32240.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0046 808-75240 31900.000 LFT | 0.01000 319.00| 0.01000 319.00| 0.01000 319.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0047 808-75245 76400.000 LFT | 0.26000 19864.00| 0.26000 19864.00| 0.26000 19864.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0048 808-75297 660.000 LFT | 4.00000 2640.00| 4.00000 2640.00| 4.00000 2640.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0049 808-75320 4.000 EACH | 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0050 808-75325 3.000 EACH | 125.00000 375.00| 125.00000 375.00| 125.00000 375.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0051 808-75996 1715.000 EACH | 3.00000 5145.00| 3.90000 6688.50| 4.00000 6860.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 1715.000 EACH | 11.50000 19722.50| 13.62000 23358.30| 11.50000 19722.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,593,244.25| $ 1,621,471.29| $ 1,792,974.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,593,244.25| $ 1,621,471.29| $ 1,792,974.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 381 -1 VENDOR RANKING CALL ORDER : 381 CONTRACT ID : SRS-30147-A COUNTIES : HANCOCK LETTING DATE : 05/20/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 08/07/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710541 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 738,000.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 752,088.00 101.9089% 3 35-1917625 MILESTONE CONTRACTORS LP $ 1,056,516.00 143.1593% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 381 -2 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 381 CONTRACT ID : SRS-30147-A COUNTIES : HANCOCK LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 MICROSURFACE | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 1100.00000 1100.00| 2200.00000 2200.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 100.00000 200.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 125.00000 1500.00| 100.00000 1200.00| 95.00000 1140.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 36000.00000 36000.00| 37604.40000 37604.40| 52500.00000 52500.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 303-07449 391.000 TON | 37.00000 14467.00| 38.89000 15205.99| 15.50000 6060.50 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07783 52.000 TON | 500.00000 26000.00| 407.11000 21169.72| 550.00000 28600.00 HMA PATCHING, TYPE D | | | 0013 402-09325 104750.000 SYS | 5.50000 576125.00| 5.69000 596027.50| 7.55000 790862.50 ULTRATHIN BONDING WEARING COURSE , SIZE | | | 3/8 IN | | | 0014 615-06525 2.000 EACH | 900.00000 1800.00| 735.68000 1471.36| 400.00000 800.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 628-09402 6.000 MOS | 2400.00000 14400.00| 2435.42000 14612.52| 2300.00000 13800.00 FIELD OFFICE, B | | | 0016 801-03290 4.000 EACH | 145.00000 580.00| 145.00000 580.00| 150.00000 600.00 CONSTRUCTION SIGN, C | | | 0017 801-06207 800.000 LFT | 3.00000 2400.00| 1.10000 880.00| 1.95000 1560.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 381 -3 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 381 CONTRACT ID : SRS-30147-A COUNTIES : HANCOCK LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06211 40.000 EACH | 50.36000 2014.40| 49.00000 1960.00| 51.00000 2040.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0019 801-06212 39.000 EACH | 74.98000 2924.22| 78.00000 3042.00| 82.00000 3198.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0020 801-06640 63.000 EACH | 95.00000 5985.00| 95.00000 5985.00| 99.00000 6237.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 18371.24000 18371.24| 19516.37000 19516.37| 113869.95000 113869.95 MAINTAINING TRAFFIC | | | 0022 808-06701 4649.000 LFT | 0.24000 1115.76| 0.24000 1115.76| 0.25000 1162.25 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0023 808-06703 43824.000 LFT | 0.24000 10517.76| 0.24000 10517.76| 0.25000 10956.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0024 808-74815 776.000 LFT | 1.72000 1334.72| 1.72000 1334.72| 1.80000 1396.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0025 808-75245 39120.000 LFT | 0.24000 9388.80| 0.24000 9388.80| 0.25000 9780.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75256 1120.000 LFT | 1.15000 1288.00| 1.15000 1288.00| 1.20000 1344.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0027 808-75260 310.000 LFT | 1.72000 533.20| 1.72000 533.20| 1.80000 558.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0028 808-75274 570.000 LFT | 1.15000 655.50| 1.15000 655.50| 1.20000 684.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0029 808-75278 55.000 LFT | 1.72000 94.60| 1.72000 94.60| 1.80000 99.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0030 808-75297 320.000 LFT | 3.44000 1100.80| 3.44000 1100.80| 3.60000 1152.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75320 40.000 EACH | 53.00000 2120.00| 53.00000 2120.00| 55.00000 2200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 381 -4 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 381 CONTRACT ID : SRS-30147-A COUNTIES : HANCOCK LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-75325 39.000 EACH | 77.00000 3003.00| 77.00000 3003.00| 80.00000 3120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0033 808-75994 15.000 EACH | 25.00000 375.00| 25.00000 375.00| 26.00000 390.00 PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 738,000.00| $ 752,088.00| $ 1,056,516.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 738,000.00| $ 752,088.00| $ 1,056,516.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 391 -1 VENDOR RANKING CALL ORDER : 391 CONTRACT ID : SRS-30300-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/02/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710886 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,682,644.06 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 1,849,729.00 109.9299% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,899,258.36 112.8734% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 391 -2 TABULATION OF BIDS ROUTE : 19 CALL ORDER : 391 CONTRACT ID : SRS-30300-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 5575.82000 5575.82| 5600.00000 5600.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 100.00000 100.00| 125.00000 125.00| 80.00000 80.00 RADIO | | | 0003 105-08520 1.000 EACH | 100.00000 100.00| 125.00000 125.00| 80.00000 80.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 160.00000 960.00| 75.00000 450.00| 40.00000 240.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 6.000 MOS | 160.00000 960.00| 50.00000 300.00| 40.00000 240.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 85000.00000 85000.00| 92500.00000 92500.00| 115480.70000 115480.70 MOBILIZATION AND DEMOBILIZATION | | | 0014 202-02241 115.000 LFT | 8.00000 920.00| 8.00000 920.00| 8.00000 920.00 GUARDRAIL, REMOVE | | | 0015 202-90277 31.000 EACH | 225.00000 6975.00| 225.00000 6975.00| 250.00000 7750.00 DETECTOR HOUSING, REMOVE | | | 0016 202-93741 6.000 EACH | 250.00000 1500.00| 250.00000 1500.00| 250.00000 1500.00 GUARD RAIL END TREATMENT, REMOVE | | | 0017 304-07783 100.000 TON | 100.00000 10000.00| 175.00000 17500.00| 95.00000 9500.00 HMA PATCHING, TYPE D , FULL DEPTH, | | | UNDISTRIBUTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 391 -3 TABULATION OF BIDS ROUTE : 19 CALL ORDER : 391 CONTRACT ID : SRS-30300-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 304-07783 56.000 TON | 100.00000 5600.00| 175.00000 9800.00| 177.00000 9912.00 HMA PATCHING, TYPE D , PARTIAL DEPTH | | | 0019 306-08034 13653.000 SYS | 0.39000 5324.67| 0.50000 6826.50| 1.20000 16383.60 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08041 73065.000 SYS | 1.90000 138823.50| 2.00000 146130.00| 3.23000 235999.95 MILLING, PCCP | | | 0021 306-08043 2835.000 SYS | 1.90000 5386.50| 2.35000 6662.25| 1.08000 3061.80 MILLING, TRANSITION | | | 0022 306-08432 3255.000 SYS | 1.90000 6184.50| 2.35000 7649.25| 1.08000 3515.40 MILLING, APPROACH | | | 0023 401-06264 LUMP | 6000.00000 6000.00| 10000.00000 10000.00| 6429.10000 6429.10 PROFILOGRAPH, HMA | | | 0024 401-07335 7389.000 TON | 63.25000 467354.25| 70.00000 517230.00| 62.82000 464176.98 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0025 401-07387 8349.000 TON | 60.00000 500940.00| 57.00000 475893.00| 57.10000 476727.90 QC/QA-HMA, 4, 76, INTERMEDIATE, 12.5 mm | | | 0026 406-05520 42.600 TON | 1.00000 42.60| 0.01000 0.43| 0.10000 4.26 ASPHALT FOR TACK COAT | | | 0027 503-05240 950.000 LFT | 12.00000 11400.00| 12.00000 11400.00| 7.00000 6650.00 D-1 CONTRACTION JOINT | | | 0028 506-06333 2570.000 SYS | 75.00000 192750.00| 80.00000 205600.00| 56.00000 143920.00 PCCP PATCHING, FULL DEPTH | | | 0029 601-09238 24.000 EACH | 65.00000 1560.00| 65.00000 1560.00| 65.00000 1560.00 HAND DIG GUARDRAIL POST HOLES | | | 0030 601-94689 6.000 EACH | 2825.00000 16950.00| 2825.00000 16950.00| 3700.00000 22200.00 GUARDRAIL END TREATMENT, OS | | | 0031 604-07897 7.000 SYS | 120.00000 840.00| 140.00000 980.00| 140.00000 980.00 CURB RAMP, CONCRETE, C | | | 0032 604-07900 173.000 SYS | 120.00000 20760.00| 125.00000 21625.00| 65.00000 11245.00 CURB RAMP, CONCRETE, F | | | 0033 604-07901 15.000 SYS | 120.00000 1800.00| 140.00000 2100.00| 132.00000 1980.00 CURB RAMP, CONCRETE, G | | | 0034 604-07902 7.000 SYS | 120.00000 840.00| 140.00000 980.00| 140.00000 980.00 CURB RAMP, CONCRETE, H | | | 0035 605-06090 26.000 LFT | 60.00000 1560.00| 50.00000 1300.00| 40.00000 1040.00 CURB, INTEGRAL, CONCRETE | | | 0036 610-07788 269.000 TON | 65.00000 17485.00| 100.00000 26900.00| 77.00000 20713.00 HMA FOR APPROACHES, TYPE D | | | 0037 628-09401 6.000 MOS | 1500.00000 9000.00| 2450.00000 14700.00| 2055.00000 12330.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 391 -4 TABULATION OF BIDS ROUTE : 19 CALL ORDER : 391 CONTRACT ID : SRS-30300-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 720-04499 12.000 EACH | 1000.00000 12000.00| 1700.00000 20400.00| 418.00000 5016.00 INLET, RECONSTRUCT | | | 0039 720-44000 36.000 EACH | 640.00000 23040.00| 1165.00000 41940.00| 667.00000 24012.00 CASTING, ADJUST TO GRADE | | | 0040 720-44000 20.000 EACH | 640.00000 12800.00| 1165.00000 23300.00| 537.00000 10740.00 CASTING, ADJUST TO GRADE , INLET, | | | UNDISTRIBUTED | | | 0041 720-44000 13.000 EACH | 640.00000 8320.00| 1165.00000 15145.00| 726.00000 9438.00 CASTING, ADJUST TO GRADE , INLET, | | | UNDISTRIBUTED, WITH PLATE STEEL | | | 0042 720-44055 2.000 EACH | 1000.00000 2000.00| 1760.00000 3520.00| 1186.00000 2372.00 CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0043 720-44080 2.000 EACH | 1250.00000 2500.00| 2425.00000 4850.00| 1816.00000 3632.00 CASTING, 15, FURNISH AND ADJUST TO GRAD | | | 0044 720-94840 22.000 EACH | 250.00000 5500.00| 355.00000 7810.00| 170.00000 3740.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0045 720-96995 3.000 EACH | 570.00000 1710.00| 300.00000 900.00| 575.00000 1725.00 CLEAN INLET | | | 0046 801-01093 2.000 EACH | 170.00000 340.00| 170.00000 340.00| 170.00000 340.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-03290 4.000 EACH | 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 CONSTRUCTION SIGN, C | | | 0048 801-06203 11438.000 LFT | 0.20000 2287.60| 0.25000 2859.50| 0.25000 2859.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0049 801-06207 6199.000 LFT | 0.24000 1487.76| 1.15000 7128.85| 1.30000 8058.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06640 45.000 EACH | 80.00000 3600.00| 80.00000 3600.00| 80.00000 3600.00 CONSTRUCTION SIGN, A | | | 0051 801-06710 240.000 DAY | 8.00000 1920.00| 8.00000 1920.00| 8.00000 1920.00 FLASHING ARROW SIGN | | | 0052 801-06775 LUMP | 27000.00000 27000.00| 48000.00000 48000.00| 178941.07000 178941.07 MAINTAINING TRAFFIC | | | 0053 801-92448 1260.000 DAY | 1.00000 1260.00| 1.00000 1260.00| 4.10000 5166.00 CONSTRUCTION SIGNS, MOBILE | | | 0054 805-78470 8598.000 LFT | 0.15000 1289.70| 0.15000 1289.70| 0.15000 1289.70 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0055 805-78785 27.000 EACH | 600.00000 16200.00| 600.00000 16200.00| 600.00000 16200.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 391 -5 TABULATION OF BIDS ROUTE : 19 CALL ORDER : 391 CONTRACT ID : SRS-30300-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 805-78795 2813.000 LFT | 8.25000 23207.25| 8.25000 23207.25| 8.25000 23207.25 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0057 808-01045 30.000 LFT | 4.95000 148.50| 5.00000 150.00| 5.00000 150.00 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0058 808-06701 6450.000 LFT | 0.26000 1677.00| 0.26000 1677.00| 0.26000 1677.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0059 808-06703 1411.000 LFT | 0.26000 366.86| 0.26000 366.86| 0.26000 366.86 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0060 808-75240 3804.000 LFT | 0.26000 989.04| 0.26000 989.04| 0.26000 989.04 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75245 24905.000 LFT | 0.26000 6475.30| 0.26000 6475.30| 0.26000 6475.30 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75278 230.000 LFT | 1.64000 377.20| 2.00000 460.00| 2.00000 460.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0063 808-75297 379.000 LFT | 3.27000 1239.33| 2.75000 1042.25| 2.75000 1042.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0064 808-75300 200.000 LFT | 0.80000 160.00| 1.00000 200.00| 1.00000 200.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0065 808-75320 70.000 EACH | 43.00000 3010.00| 45.00000 3150.00| 45.00000 3150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0066 808-92027 952.000 LFT | 1.10000 1047.20| 0.75000 714.00| 0.75000 714.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0067 808-98796 34.000 LFT | 4.95000 168.30| 5.00000 170.00| 5.00000 170.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | SECTION TOTALS | $ 1,682,644.06| $ 1,849,729.00| $ 1,899,258.36 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,682,644.06| $ 1,849,729.00| $ 1,899,258.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 401 -1 VENDOR RANKING CALL ORDER : 401 CONTRACT ID : SRS-30381-A COUNTIES : BLACKFORD LETTING DATE : 05/20/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/13/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710921 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 721,676.31 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 749,754.65 103.8907% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 759,246.13 105.2059% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 401 -2 TABULATION OF BIDS ROUTE : 26 CALL ORDER : 401 CONTRACT ID : SRS-30381-A COUNTIES : BLACKFORD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1145884 |( 3 ) 35-1065659 |E & B PAVING INC |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 6940.00000 6940.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 19100.00000 19100.00| 37594.00000 37594.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 207-08268 218.000 SYS | 30.00000 6540.00| 14.68000 3200.24| 22.58000 4922.44 SUBGRADE TREATMENT, TYPE IV | | | 0010 303-01180 28.700 TON | 34.00000 975.80| 33.07000 949.11| 36.19000 1038.65 COMPACTED AGGREGATE, NO. 53 | | | 0011 303-07449 1975.000 TON | 12.00000 23700.00| 18.02000 35589.50| 5.00000 9875.00 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 187.000 TON | 95.00000 17765.00| 72.26000 13512.62| 25.00000 4675.00 HMA PATCHING, TYPE B | | | 0013 306-08034 111391.000 SYS | 0.36000 40100.76| 0.52000 57923.32| 0.45000 50125.95 MILLING, ASPHALT, 1 1/2 IN. | | | 0014 306-08432 4130.000 SYS | 4.00000 16520.00| 1.38000 5699.40| 0.01000 41.30 MILLING, APPROACH | | | 0015 401-06264 LUMP | 3000.00000 3000.00| 3600.00000 3600.00| 500.00000 500.00 PROFILOGRAPH, HMA | | | 0016 401-07321 9189.750 TON | 52.50000 482461.88| 50.19000 461233.55| 61.22000 562596.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 406-05520 29.800 TON | 50.00000 1490.00| 100.00000 2980.00| 10.00000 298.00 ASPHALT FOR TACK COAT | | | 0018 610-07486 341.000 TON | 165.00000 56265.00| 75.65000 25796.65| 108.68000 37059.88 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 401 -3 TABULATION OF BIDS ROUTE : 26 CALL ORDER : 401 CONTRACT ID : SRS-30381-A COUNTIES : BLACKFORD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1145884 |( 3 ) 35-1065659 |E & B PAVING INC |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 615-06500 48.000 EACH | 150.00000 7200.00| 200.00000 9600.00| 318.41000 15283.68 MONUMENT, A | | | 0021 628-09402 4.000 MOS | 1820.00000 7280.00| 1992.50000 7970.00| 1876.25000 7505.00 FIELD OFFICE, B | | | 0022 715-05053 31.000 LFT | 19.00000 589.00| 29.61000 917.91| 1.00000 31.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0023 715-05203 140.000 LFT | 12.00000 1680.00| 7.27000 1017.80| 7.86000 1100.40 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0024 718-99153 70.000 SYS | 1.80000 126.00| 5.00000 350.00| 0.53000 37.10 GEOTEXTILES FOR UNDERDRAIN | | | 0025 732-07653 9.700 TON | 71.00000 688.70| 54.20000 525.74| 19.08000 185.08 COARSE AGGREGATE, NO. 8 | | | 0026 801-03290 2.000 EACH | 130.00000 260.00| 239.00000 478.00| 126.00000 252.00 CONSTRUCTION SIGN, C | | | 0027 801-06203 4077.000 LFT | 0.26000 1060.02| 0.30000 1223.10| 0.19000 774.63 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 4077.000 LFT | 1.25000 5096.25| 0.70000 2853.90| 0.88000 3587.76 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 22.000 EACH | 98.00000 2156.00| 109.00000 2398.00| 126.00000 2772.00 CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP | 200.00000 200.00| 17560.00000 17560.00| 1025.65000 1025.65 MAINTAINING TRAFFIC | | | 0031 808-06703 82014.000 LFT | 0.10000 8201.40| 0.26000 21323.64| 0.26000 21323.64 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0032 808-06706 204.000 LFT | 3.70000 754.80| 5.00000 1020.00| 5.00000 1020.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0033 808-75240 6361.000 LFT | 0.10000 636.10| 0.26000 1653.86| 0.26000 1653.86 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0034 808-75245 49956.000 LFT | 0.10000 4995.60| 0.26000 12988.56| 0.26000 12988.56 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0035 808-75320 1.000 EACH | 99.00000 99.00| 100.00000 100.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0036 808-75325 1.000 EACH | 145.00000 145.00| 125.00000 125.00| 125.00000 125.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 401 -4 TABULATION OF BIDS ROUTE : 26 CALL ORDER : 401 CONTRACT ID : SRS-30381-A COUNTIES : BLACKFORD LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1145884 |( 3 ) 35-1065659 |E & B PAVING INC |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 808-75996 905.000 EACH | 1.85000 1674.25| 3.00000 2715.00| 2.61000 2362.05 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 905.000 EACH | 10.95000 9909.75| 10.95000 9909.75| 16.00000 14480.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 721,676.31| $ 749,754.65| $ 759,246.13 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 721,676.31| $ 749,754.65| $ 759,246.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 411 -1 VENDOR RANKING CALL ORDER : 411 CONTRACT ID : SRS-30449-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710833 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION CORP $ 1,451,671.15 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,455,689.77 100.2768% 3 35-1139301 E & B PAVING INC $ 1,456,396.30 100.3255% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 411 -2 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 411 CONTRACT ID : SRS-30449-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |API CONSTRUCTION CORP |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3350.00000 3350.00| 10000.00000 10000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 185.00000 370.00| 80.00000 160.00| 25.00000 50.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 125.00000 1500.00| 36.00000 432.00| 50.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 72535.00000 72535.00| 70000.00000 70000.00| 72800.00000 72800.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-93741 4.000 EACH | 250.00000 1000.00| 695.00000 2780.00| 300.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-91878 500.000 LFT | 3.65000 1825.00| 3.36000 1680.00| 5.00000 2500.00 LINEAR DITCH GRADING | | | 0014 301-07448 3086.000 TON | 12.00000 37032.00| 5.55000 17127.30| 7.00000 21602.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-07449 2479.000 TON | 25.00000 61975.00| 21.55000 53422.45| 22.00000 54538.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 2849.000 TON | 60.00000 170940.00| 75.00000 213675.00| 55.00000 156695.00 HMA PATCHING, TYPE B | | | 0017 306-08033 88786.000 SYS | 0.40000 35514.40| 0.01000 887.86| 0.01000 887.86 MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 411 -3 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 411 CONTRACT ID : SRS-30449-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |API CONSTRUCTION CORP |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 306-08043 767.000 SYS | 10.00000 7670.00| 0.01000 7.67| 0.01000 7.67 MILLING, TRANSITION | | | 0019 306-08432 4427.000 SYS | 1.50000 6640.50| 0.01000 44.27| 0.01000 44.27 MILLING, APPROACH | | | 0020 401-06264 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0021 401-07321 7325.000 TON | 54.25000 397381.25| 50.11000 367055.75| 59.00000 432175.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07371 9766.000 TON | 44.65000 436051.90| 49.17000 480194.22| 57.00000 556662.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0023 402-07451 500.000 TON | 49.25000 24625.00| 58.96000 29480.00| 57.00000 28500.00 HMA WEDGE AND LEVEL, TYPE B | | | 0024 406-05520 55.000 TON | 1.00000 55.00| 100.00000 5500.00| 50.00000 2750.00 ASPHALT FOR TACK COAT | | | 0025 601-09238 16.000 EACH | 100.00000 1600.00| 100.00000 1600.00| 100.00000 1600.00 HAND DIG GUARDRAIL POST HOLES | | | 0026 601-94689 4.000 EACH | 3275.00000 13100.00| 2800.00000 11200.00| 3200.00000 12800.00 GUARDRAIL END TREATMENT, OS | | | 0027 608-04395 28.000 TON | 60.50000 1694.00| 81.26000 2275.28| 25.00000 700.00 AGGREGATE FOR SHOULDER DRAINS | | | 0028 610-07487 2417.000 TON | 35.00000 84595.00| 20.00000 48340.00| 20.00000 48340.00 HMA FOR APPROACHES, TYPE B | | | 0029 615-06527 13.000 EACH | 740.00000 9620.00| 425.00000 5525.00| 425.00000 5525.00 MONUMENT, SECTION CORNER | | | 0030 616-02320 71.000 SYS | 5.50000 390.50| 0.99000 70.29| 3.00000 213.00 GEOTEXTILES | | | 0031 616-06405 100.000 TON | 30.65000 3065.00| 50.81000 5081.00| 25.00000 2500.00 RIPRAP, REVETMENT | | | 0032 621-06559 100.000 SYS | 2.80000 280.00| 12.02000 1202.00| 2.00000 200.00 MULCHED SEEDING, R | | | 0033 628-09402 6.000 MOS | 2145.00000 12870.00| 1842.50000 11055.00| 1000.00000 6000.00 FIELD OFFICE, B | | | 0034 628-09407 6.000 MOS | 230.00000 1380.00| 231.00000 1386.00| 50.00000 300.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL ,1 EACH | | | 0035 715-01662 30.000 LFT | 82.25000 2467.50| 18.95000 568.50| 27.50000 825.00 PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0036 715-05048 150.000 LFT | 30.00000 4500.00| 76.00000 11400.00| 15.00000 2250.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 411 -4 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 411 CONTRACT ID : SRS-30449-A COUNTIES : STEUBEN LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |API CONSTRUCTION CORP |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 715-05053 80.000 LFT | 13.50000 1080.00| 3.37000 269.60| 15.00000 1200.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0038 718-06526 10.000 TON | 220.00000 2200.00| 269.44000 2694.40| 100.00000 1000.00 HMA FOR UNDERDRAINS | | | 0039 718-06528 4.000 EACH | 1250.00000 5000.00| 100.00000 400.00| 500.00000 2000.00 OUTLET PROTECTOR, 1 | | | 0040 718-52610 24.000 CYS | 20.60000 494.40| 30.64000 735.36| 50.00000 1200.00 AGGREGATE FOR UNDERDRAINS | | | 0041 801-03290 2.000 EACH | 199.00000 398.00| 130.00000 260.00| 139.00000 278.00 CONSTRUCTION SIGN, C | | | 0042 801-06203 7200.000 LFT | 0.30000 2160.00| 0.01000 72.00| 0.50000 3600.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 3600.000 LFT | 0.80000 2880.00| 0.01000 36.00| 0.50000 1800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06640 30.000 EACH | 160.00000 4800.00| 100.00000 3000.00| 100.00000 3000.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 16825.00000 16825.00| 65652.52000 65652.52| 14500.00000 14500.00 MAINTAINING TRAFFIC | | | 0046 801-92448 360.000 DAY | 8.00000 2880.00| 0.01000 3.60| 3.00000 1080.00 CONSTRUCTION SIGNS, MOBILE | | | 0047 808-09378 2050.000 LFT | 0.09000 184.50| 0.09000 184.50| 0.05000 102.50 LINE, PERFORMANCE BASED, PAINT, BROKEN, | | | YELLOW, 4 IN. | | | 0048 808-09379 70280.000 LFT | 0.09000 6325.20| 0.09000 6325.20| 0.05000 3514.00 LINE, PERFORMANCE BASED, PAINT, SOLID, | | | WHITE, 4 IN. | | | 0049 808-09380 60000.000 LFT | 0.09000 5400.00| 0.09000 5400.00| 0.05000 3000.00 LINE, PERFORMANCE BASED, PAINT, SOLID, | | | YELLOW, 4 IN. | | | 0050 808-09381 LUMP | 1200.00000 1200.00| 800.00000 800.00| 500.00000 500.00 RETRO-REFLECTIVITY TEST | | | 0051 808-75097 270.000 LFT | 3.00000 810.00| 10.00000 2700.00| 5.00000 1350.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 1,451,671.15| $ 1,455,689.77| $ 1,456,396.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,451,671.15| $ 1,455,689.77| $ 1,456,396.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 421 -1 VENDOR RANKING CALL ORDER : 421 CONTRACT ID : SRS-30768-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/09/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0800158 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN INC $ 979,865.66 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,172,415.50 119.6506% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,282,058.03 130.8402% 4 35-1185040 NIBLOCK EXCAVATING INC $ 1,436,764.50 146.6287% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 421 -2 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 421 CONTRACT ID : SRS-30768-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |PHEND & BROWN INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 500.00000 500.00| 6000.00000 6000.00| 6200.00000 6200.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 300.00000 300.00| 160.00000 160.00| 80.00000 80.00 RADIO | | | 0003 105-08520 1.000 EACH | 300.00000 300.00| 210.00000 210.00| 80.00000 80.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 8.000 MOS | 50.00000 400.00| 160.00000 1280.00| 40.00000 320.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 8.000 MOS | 50.00000 400.00| 100.00000 800.00| 40.00000 320.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 48993.28000 48993.28| 59000.00000 59000.00| 67428.83000 67428.83 MOBILIZATION AND DEMOBILIZATION | | | 0014 202-90277 3.000 EACH | 200.00000 600.00| 250.00000 750.00| 250.00000 750.00 DETECTOR HOUSING, REMOVE | | | 0015 203-02000 118.000 CYS | 8.00000 944.00| 13.00000 1534.00| 60.00000 7080.00 EXCAVATION, COMMON | | | 0016 207-08267 666.000 SYS | 3.00000 1998.00| 31.50000 20979.00| 10.00000 6660.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 301-07448 100.000 TON | 7.00000 700.00| 20.00000 2000.00| 12.00000 1200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 421 -3 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 421 CONTRACT ID : SRS-30768-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |PHEND & BROWN INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 303-01180 2013.000 TON | 7.00000 14091.00| 14.00000 28182.00| 18.00000 36234.00 COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07783 250.000 TON | 55.00000 13750.00| 90.00000 22500.00| 58.00000 14500.00 HMA PATCHING, TYPE D , FULL DEPTH | | | 0020 304-07783 2560.000 TON | 55.00000 140800.00| 75.00000 192000.00| 83.20000 212992.00 HMA PATCHING, TYPE D , PARTIAL DEPTH | | | 0021 306-08034 128750.000 SYS | 0.24000 30900.00| 0.38000 48925.00| 0.78000 100425.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0022 306-08432 11252.000 SYS | 0.24000 2700.48| 1.50000 16878.00| 0.78000 8776.56 MILLING, APPROACH | | | 0023 401-06264 LUMP | 2400.00000 2400.00| 3000.00000 3000.00| 9700.00000 9700.00 PROFILOGRAPH, HMA | | | 0024 401-07329 10622.000 TON | 55.00000 584210.00| 56.50000 600143.00| 55.50000 589521.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0025 406-05520 40.000 TON | 0.01000 0.40| 1.00000 40.00| 0.10000 4.00 ASPHALT FOR TACK COAT | | | 0026 610-07487 1162.000 TON | 55.00000 63910.00| 60.00000 69720.00| 55.00000 63910.00 HMA FOR APPROACHES, TYPE B | | | 0027 615-06520 3.000 EACH | 440.00000 1320.00| 625.00000 1875.00| 662.00000 1986.00 MONUMENT, RE-ESTABLISH | | | 0028 615-06527 3.000 EACH | 440.00000 1320.00| 525.00000 1575.00| 662.00000 1986.00 MONUMENT, SECTION CORNER | | | 0029 628-09401 8.000 MOS | 1947.50000 15580.00| 1900.00000 15200.00| 2000.00000 16000.00 FIELD OFFICE, A | | | 0030 628-09407 8.000 MOS | 231.00000 1848.00| 275.00000 2200.00| 231.00000 1848.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0031 801-01506 1.000 EACH | 58.00000 58.00| 58.00000 58.00| 200.00000 200.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0032 801-03290 2.000 EACH | 150.00000 300.00| 168.00000 336.00| 150.00000 300.00 CONSTRUCTION SIGN, C | | | 0033 801-06203 4500.000 LFT | 0.18000 810.00| 0.25000 1125.00| 0.01000 45.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 4500.000 LFT | 0.18000 810.00| 0.76000 3420.00| 1.70000 7650.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06213 1.000 EACH | 100.00000 100.00| 98.00000 98.00| 97.00000 97.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 421 -4 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 421 CONTRACT ID : SRS-30768-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-0918397 |( 3 ) 35-1065659 |PHEND & BROWN INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 801-06640 29.000 EACH | 84.00000 2436.00| 119.00000 3451.00| 84.00000 2436.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP | 1500.00000 1500.00| 25000.00000 25000.00| 74256.14000 74256.14 MAINTAINING TRAFFIC | | | 0038 801-92448 600.000 DAY | 1.00000 600.00| 1.50000 900.00| 6.00000 3600.00 CONSTRUCTION SIGNS, MOBILE | | | 0039 805-02441 470.000 LFT | 0.77000 361.90| 0.77000 361.90| 0.77000 361.90 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-06616 2.000 EACH | 1510.00000 3020.00| 1510.00000 3020.00| 1510.00000 3020.00 PIEZO, CLASS II | | | 0041 805-78510 360.000 LFT | 0.66000 237.60| 0.66000 237.60| 0.66000 237.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0042 805-78785 2.000 EACH | 548.00000 1096.00| 548.00000 1096.00| 548.00000 1096.00 SIGNAL DETECTOR HOUSING | | | 0043 805-78795 170.000 LFT | 12.20000 2074.00| 12.20000 2074.00| 12.20000 2074.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 808-75205 74000.000 LFT | 0.27000 19980.00| 0.27000 19980.00| 0.27000 19980.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0045 808-75240 7900.000 LFT | 0.27000 2133.00| 0.27000 2133.00| 0.27000 2133.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0046 808-75245 19700.000 LFT | 0.27000 5319.00| 0.27000 5319.00| 0.27000 5319.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75340 1.000 EACH | 518.00000 518.00| 518.00000 518.00| 500.00000 500.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0048 808-75996 680.000 EACH | 4.00000 2720.00| 0.75000 510.00| 4.30000 2924.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 680.000 EACH | 11.50000 7820.00| 11.50000 7820.00| 11.50000 7820.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 979,865.66| $ 1,172,415.50| $ 1,282,058.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 979,865.66| $ 1,172,415.50| $ 1,282,058.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 421 -5 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 421 CONTRACT ID : SRS-30768-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 190.00000 190.00| | RADIO | | | 0003 105-08520 1.000 EACH | 190.00000 190.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 8.000 MOS | 140.00000 1120.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 8.000 MOS | 100.00000 800.00| | RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 60000.00000 60000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0014 202-90277 3.000 EACH | 230.00000 690.00| | DETECTOR HOUSING, REMOVE | | | 0015 203-02000 118.000 CYS | 45.00000 5310.00| | EXCAVATION, COMMON | | | 0016 207-08267 666.000 SYS | 26.00000 17316.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0017 301-07448 100.000 TON | 19.00000 1900.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 2013.000 TON | 19.00000 38247.00| | COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 421 -6 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 421 CONTRACT ID : SRS-30768-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 304-07783 250.000 TON | 70.00000 17500.00| | HMA PATCHING, TYPE D , FULL DEPTH | | | 0020 304-07783 2560.000 TON | 78.00000 199680.00| | HMA PATCHING, TYPE D , PARTIAL DEPTH | | | 0021 306-08034 128750.000 SYS | 0.80000 103000.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0022 306-08432 11252.000 SYS | 0.55000 6188.60| | MILLING, APPROACH | | | 0023 401-06264 LUMP | 6500.00000 6500.00| | PROFILOGRAPH, HMA | | | 0024 401-07329 10622.000 TON | 68.00000 722296.00| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0025 406-05520 40.000 TON | 567.07000 22682.80| | ASPHALT FOR TACK COAT | | | 0026 610-07487 1162.000 TON | 95.00000 110390.00| | HMA FOR APPROACHES, TYPE B | | | 0027 615-06520 3.000 EACH | 625.00000 1875.00| | MONUMENT, RE-ESTABLISH | | | 0028 615-06527 3.000 EACH | 525.00000 1575.00| | MONUMENT, SECTION CORNER | | | 0029 628-09401 8.000 MOS | 1600.00000 12800.00| | FIELD OFFICE, A | | | 0030 628-09407 8.000 MOS | 270.00000 2160.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0031 801-01506 1.000 EACH | 200.00000 200.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0032 801-03290 2.000 EACH | 150.00000 300.00| | CONSTRUCTION SIGN, C | | | 0033 801-06203 4500.000 LFT | 0.30000 1350.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 4500.000 LFT | 0.78000 3510.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06213 1.000 EACH | 100.00000 100.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0036 801-06640 29.000 EACH | 84.00000 2436.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 421 -7 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 421 CONTRACT ID : SRS-30768-A COUNTIES : ELKHART LETTING DATE : 05/20/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 801-06775 LUMP | 37000.00000 37000.00| | MAINTAINING TRAFFIC | | | 0038 801-92448 600.000 DAY | 1.00000 600.00| | CONSTRUCTION SIGNS, MOBILE | | | 0039 805-02441 470.000 LFT | 0.15000 70.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-06616 2.000 EACH | 3150.00000 6300.00| | PIEZO, CLASS II | | | 0041 805-78510 360.000 LFT | 1.25000 450.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0042 805-78785 2.000 EACH | 370.00000 740.00| | SIGNAL DETECTOR HOUSING | | | 0043 805-78795 170.000 LFT | 8.70000 1479.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 808-75205 74000.000 LFT | 0.27000 19980.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0045 808-75240 7900.000 LFT | 0.27000 2133.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0046 808-75245 19700.000 LFT | 0.27000 5319.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75340 1.000 EACH | 500.00000 500.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0048 808-75996 680.000 EACH | 4.47000 3039.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 680.000 EACH | 13.00000 8840.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,436,764.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,436,764.50| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 431 -1 VENDOR RANKING CALL ORDER : 431 CONTRACT ID : SRS-31503-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 11/06/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710394 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 3,436,551.55 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,473,000.00 101.0606% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 431 -2 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 431 CONTRACT ID : SRS-31503-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 9000.00000 9000.00| 4800.00000 4800.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 100.00000 300.00| 100.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 33.000 MOS | 100.00000 3300.00| 100.00000 3300.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 146000.00000 146000.00| 91779.19000 91779.19| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-60815 120.000 LFT | 37.00000 4440.00| 13.00000 1560.00| CENTER CURB, REMOVE | | | 0013 202-94954 6060.000 LFT | 14.00000 84840.00| 13.50000 81810.00| BARRIER WALL, CONCRETE, REMOVE | | | 0014 203-02070 40.000 CYS | 130.00000 5200.00| 90.00000 3600.00| BORROW | | | 0015 203-08607 800.000 LFT | 3.40000 2720.00| 4.50000 3600.00| LINEAR GRADING | | | 0016 301-07448 5570.000 TON | 23.00000 128110.00| 27.40000 152618.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 400.000 TON | 23.00000 9200.00| 32.00000 12800.00| COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 431 -3 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 431 CONTRACT ID : SRS-31503-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 303-07449 1543.000 TON | 18.00000 27774.00| 21.00000 32403.00| COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07491 5570.000 TON | 63.00000 350910.00| 73.00000 406610.00| HMA PATCHING, TYPE C | | | 0020 306-08034 6436.000 SYS | 0.60000 3861.60| 0.94000 6049.84| MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08042 122087.000 SYS | 0.50000 61043.50| 0.51000 62264.37| MILLING, SCARIFICATION/PROFILE | | | 0022 306-08043 12388.000 SYS | 1.50000 18582.00| 1.60000 19820.80| MILLING, TRANSITION | | | 0023 306-08432 6797.000 SYS | 1.10000 7476.70| 2.75000 18691.75| MILLING, APPROACH | | | 0024 401-06264 LUMP | 5000.00000 5000.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0025 401-07320 3382.000 TON | 51.00000 172482.00| 59.50000 201229.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0026 401-07335 8269.000 TON | 71.00000 587099.00| 74.50000 616040.50| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0027 401-07389 5003.000 TON | 51.00000 255153.00| 50.50000 252651.50| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0028 401-07404 12325.000 TON | 56.25000 693281.25| 53.00000 653225.00| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0029 406-05520 72.000 TON | 550.00000 39600.00| 500.00000 36000.00| ASPHALT FOR TACK COAT | | | 0030 501-06266 LUMP | 700.00000 700.00| 1000.00000 1000.00| PROFILOGRAPH, PCCP | | | 0031 506-06333 320.000 SYS | 130.00000 41600.00| 115.00000 36800.00| PCCP PATCHING, FULL DEPTH | | | 0032 507-07479 512.000 TON | 135.00000 69120.00| 102.00000 52224.00| HMA PARTIAL DEPTH PATCH | | | 0033 507-07480 6747.000 SYS | 6.50000 43855.50| 8.00000 53976.00| PCCP PROFILING | | | 0034 507-07482 2530.000 LFT | 2.75000 6957.50| 2.65000 6704.50| CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | | 0035 601-06306 12.000 EACH | 4500.00000 54000.00| 3800.00000 45600.00| IMPACT ATTENUATOR, RESET, R2, W1, TL-3 | | | 0036 601-07050 8.000 EACH | 1400.00000 11200.00| 1400.00000 11200.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0037 601-92948 1693.750 LFT | 3.00000 5081.25| 3.00000 5081.25| GUARDRAIL, ADJUST HEIGHT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 431 -4 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 431 CONTRACT ID : SRS-31503-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 602-06729 303.000 EACH | 10.00000 3030.00| 13.00000 3939.00| BARRIER DELINEATOR | | | 0039 602-06944 6060.000 LFT | 40.00000 242400.00| 42.00000 254520.00| BARRIER, CONCRETE, 33 IN. | | | 0040 605-06215 120.000 LFT | 60.00000 7200.00| 37.00000 4440.00| CENTER CURB, D, CONCRETE | | | 0041 608-04395 100.000 TON | 40.00000 4000.00| 50.00000 5000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0042 610-07488 1121.000 TON | 95.00000 106495.00| 100.00000 112100.00| HMA FOR APPROACHES, TYPE C | | | 0043 615-06505 16.000 EACH | 1375.00000 22000.00| 950.00000 15200.00| MONUMENT, B | | | 0044 628-09403 11.000 MOS | 2075.00000 22825.00| 2500.00000 27500.00| FIELD OFFICE, C | | | 0045 628-09407 11.000 MOS | 230.00000 2530.00| 250.00000 2750.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL 1 EACH | | | 0046 720-44000 80.000 EACH | 500.00000 40000.00| 375.00000 30000.00| CASTING, ADJUST TO GRADE | | | 0047 801-01093 8.000 EACH | 395.00000 3160.00| 395.00000 3160.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0048 801-03290 6.000 EACH | 145.00000 870.00| 145.00000 870.00| CONSTRUCTION SIGN, C | | | 0049 801-06203 6365.000 LFT | 0.20000 1273.00| 1.00000 6365.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 3185.000 LFT | 1.20000 3822.00| 1.15000 3662.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06640 33.000 EACH | 95.00000 3135.00| 95.00000 3135.00| CONSTRUCTION SIGN, A | | | 0052 801-06710 200.000 DAY | 10.00000 2000.00| 10.00000 2000.00| FLASHING ARROW SIGN | | | 0053 801-06775 LUMP | 70000.00000 70000.00| 70000.00000 70000.00| MAINTAINING TRAFFIC | | | 0054 801-09133 2.000 EACH | 3000.00000 6000.00| 2995.00000 5990.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0055 805-02328 4060.000 LFT | 0.25000 1015.00| 0.25000 1015.00| SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 431 -5 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 431 CONTRACT ID : SRS-31503-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 805-78795 1450.000 LFT | 7.50000 10875.00| 7.50000 10875.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0057 805-92951 13.000 EACH | 125.00000 1625.00| 125.00000 1625.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0058 808-03002 700.000 LFT | 0.30000 210.00| 0.30000 210.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0059 808-03631 2785.000 LFT | 0.30000 835.50| 0.30000 835.50| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0060 808-03632 4300.000 LFT | 0.30000 1290.00| 0.30000 1290.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0061 808-04896 75.000 LFT | 0.30000 22.50| 0.30000 22.50| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0062 808-06701 7900.000 LFT | 0.20000 1580.00| 0.20000 1580.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0063 808-06703 34975.000 LFT | 0.20000 6995.00| 0.20000 6995.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0064 808-74805 132.000 LFT | 5.00000 660.00| 5.00000 660.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0065 808-74807 5.000 EACH | 100.00000 500.00| 100.00000 500.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0066 808-75240 2800.000 LFT | 0.20000 560.00| 0.20000 560.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0067 808-75245 33900.000 LFT | 0.20000 6780.00| 0.20000 6780.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0068 808-75297 350.000 LFT | 3.00000 1050.00| 3.00000 1050.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0069 808-75320 47.000 EACH | 30.00000 1410.00| 30.00000 1410.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 17.000 EACH | 43.00000 731.00| 43.00000 731.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0071 808-75998 836.000 EACH | 12.75000 10659.00| 11.25000 9405.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 431 -6 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 431 CONTRACT ID : SRS-31503-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-95933 2035.000 LFT | 0.55000 1119.25| 0.53000 1078.55| CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 3,436,551.55| $ 3,473,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,436,551.55| $ 3,473,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 441 -1 VENDOR RANKING CALL ORDER : 441 CONTRACT ID : SRS-31806-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/13/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810412 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA DAVE CONTRACTOR $ 1,224,335.79 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 1,454,512.44 118.8001% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 441 -2 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 441 CONTRACT ID : SRS-31806-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( ) |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 2800.00000 2800.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 11000.00000 11000.00| 44300.00000 44300.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02278 20.000 LFT | 20.00000 400.00| 13.00000 260.00| CURB, CONCRETE, REMOVE | | | 0010 202-52710 10.000 SYS | 20.00000 200.00| 20.00000 200.00| SIDEWALK, CONCRETE, REMOVE | | | 0011 303-07449 800.000 TON | 25.00000 20000.00| 26.00000 20800.00| COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 575.000 TON | 100.00000 57500.00| 140.00000 80500.00| HMA PATCHING, TYPE B | | | 0013 306-08033 214431.000 SYS | 0.25000 53607.75| 0.30000 64329.30| MILLING, ASPHALT, 1 IN. | | | 0014 306-08034 418.000 SYS | 1.00000 418.00| 0.30000 125.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08043 1500.000 SYS | 1.00000 1500.00| 0.30000 450.00| MILLING, TRANSITION | | | 0016 306-08432 10849.000 SYS | 1.00000 10849.00| 1.00000 10849.00| MILLING, APPROACH | | | 0017 401-06264 LUMP | 3500.00000 3500.00| 1500.00000 1500.00| PROFILOGRAPH, HMA | | | 0018 401-07321 17726.000 TON | 47.30000 838439.80| 55.00000 974930.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 441 -3 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 441 CONTRACT ID : SRS-31806-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( ) |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07452 50.000 TON | 100.00000 5000.00| 115.00000 5750.00| HMA WEDGE AND LEVEL, TYPE C | | | 0020 406-05520 62.000 TON | 450.00000 27900.00| 320.00000 19840.00| ASPHALT FOR TACK COAT | | | 0021 604-06070 10.000 SYS | 40.00000 400.00| 60.00000 600.00| SIDEWALK, CONCRETE | | | 0022 604-07896 61.200 SYS | 125.00000 7650.00| 195.00000 11934.00| CURB RAMP, CONCRETE, B | | | 0023 604-07901 12.000 SYS | 125.00000 1500.00| 195.00000 2340.00| CURB RAMP, CONCRETE, G | | | 0024 605-01870 20.000 LFT | 20.00000 400.00| 35.00000 700.00| CURB, CONCRETE, A | | | 0025 610-07487 896.000 TON | 80.00000 71680.00| 90.00000 80640.00| HMA FOR APPROACHES, TYPE B | | | 0026 615-06527 12.000 EACH | 500.00000 6000.00| 525.00000 6300.00| MONUMENT, SECTION CORNER | | | 0027 621-06574 50.000 SYS | 5.00000 250.00| 20.00000 1000.00| SODDING | | | 0028 628-09402 6.000 MOS | 1000.00000 6000.00| 2300.00000 13800.00| FIELD OFFICE, B | | | 0029 720-44000 1.000 EACH | 500.00000 500.00| 550.00000 550.00| CASTING, ADJUST TO GRADE | | | 0030 801-03290 2.000 EACH | 250.00000 500.00| 220.00000 440.00| CONSTRUCTION SIGN, C | | | 0031 801-06203 6545.000 LFT | 0.50000 3272.50| 0.40000 2618.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 6545.000 LFT | 1.00000 6545.00| 1.30000 8508.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 61.000 EACH | 100.00000 6100.00| 90.00000 5490.00| CONSTRUCTION SIGN, A | | | 0034 801-06645 1.000 EACH | 75.00000 75.00| 60.00000 60.00| CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP | 30000.00000 30000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0036 808-04097 2.000 EACH | 150.00000 300.00| 125.00000 250.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (AHEAD) | | | 0037 808-05929 310.000 LFT | 1.25000 387.50| 1.10000 341.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 441 -4 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 441 CONTRACT ID : SRS-31806-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( ) |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 808-06712 12607.000 LFT | 0.20000 2521.40| 0.16000 2017.12| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0039 808-06713 130981.000 LFT | 0.12000 15717.72| 0.11000 14407.91| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-06714 68101.000 LFT | 0.12000 8172.12| 0.11000 7491.11| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0041 808-75297 161.000 LFT | 4.00000 644.00| 3.40000 547.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75996 1584.000 EACH | 2.00000 3168.00| 4.00000 6336.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 1584.000 EACH | 12.00000 19008.00| 13.45000 21304.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 808-75998 2.000 EACH | 12.00000 24.00| 13.45000 26.90| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | BLUE FOR FIRE HYDRANT | | | 0045 808-94435 2.000 EACH | 100.00000 200.00| 85.00000 170.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | SECTION TOTALS | $ 1,224,335.79| $ 1,454,512.44| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,224,335.79| $ 1,454,512.44| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 461 -1 VENDOR RANKING CALL ORDER : 461 CONTRACT ID : SRS-31875-A COUNTIES : FULTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 07/18/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810431 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2688853 STRAWSER CONSTRUCTION INC/ TAMI $ 487,095.33 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 461 -2 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 461 CONTRACT ID : SRS-31875-A COUNTIES : FULTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 MICROSURFACE | | | 0001 105-06845 LUMP | 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 28600.00000 28600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 408-07504 7.600 TON | 3129.01000 23780.48| | CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0008 411-09521 118300.000 SYS | 3.08000 364364.00| | MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0009 801-03290 4.000 EACH | 250.00000 1000.00| | CONSTRUCTION SIGN, C | | | 0010 801-06640 32.000 EACH | 95.00000 3040.00| | CONSTRUCTION SIGN, A | | | 0011 801-06710 60.000 DAY | 18.00000 1080.00| | FLASHING ARROW SIGN | | | 0012 801-06775 LUMP | 24966.00000 24966.00| | MAINTAINING TRAFFIC | | | 0013 808-06701 10064.000 LFT | 0.29000 2918.56| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0014 808-06703 45147.000 LFT | 0.29000 13092.63| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0015 808-75245 40254.000 LFT | 0.29000 11673.66| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0016 808-75996 504.000 EACH | 5.00000 2520.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 461 -3 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 461 CONTRACT ID : SRS-31875-A COUNTIES : FULTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 808-75998 504.000 EACH | 14.00000 7056.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TWO-WAY WHITE/RED | | | SECTION TOTALS | $ 487,095.33| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 487,095.33| $ 1,454,512.44| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 481 -1 VENDOR RANKING CALL ORDER : 481 CONTRACT ID : SRS-31918-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 11/28/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0900079 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 3,816,213.94 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,131,903.31 108.2723% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 481 -2 TABULATION OF BIDS ROUTE : 52 CALL ORDER : 481 CONTRACT ID : SRS-31918-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2400.00000 2400.00| 2160.00000 2160.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 100.00000 100.00| 100.00000 100.00| RADIO | | | 0003 105-08520 1.000 EACH | 100.00000 100.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 100.00000 1200.00| 60.00000 720.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 12.000 MOS | 100.00000 1200.00| 60.00000 720.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 80000.00000 80000.00| 38586.55000 38586.55| MOBILIZATION AND DEMOBILIZATION | | | 0014 202-02241 2934.000 LFT | 1.30000 3814.20| 1.30000 3814.20| GUARDRAIL, REMOVE | | | 0015 202-02278 100.000 LFT | 10.00000 1000.00| 3.60000 360.00| CURB, CONCRETE, REMOVE | | | 0016 202-86946 2.000 EACH | 350.00000 700.00| 350.00000 700.00| HANDHOLE, REMOVE | | | 0017 202-90277 10.000 EACH | 250.00000 2500.00| 250.00000 2500.00| DETECTOR HOUSING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 481 -3 TABULATION OF BIDS ROUTE : 52 CALL ORDER : 481 CONTRACT ID : SRS-31918-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-93741 8.000 EACH | 250.00000 2000.00| 327.78000 2622.24| GUARD RAIL END TREATMENT, REMOVE | | | 0019 202-94749 85.000 LFT | 6.00000 510.00| 5.59000 475.15| CURB, ASPHALT, REMOVE | | | 0020 203-02070 260.000 CYS | 40.00000 10400.00| 22.58000 5870.80| BORROW | | | 0021 203-08607 2700.000 LFT | 3.00000 8100.00| 0.97000 2619.00| LINEAR GRADING | | | 0022 211-02050 10.000 CYS | 35.00000 350.00| 63.17000 631.70| B BORROW | | | 0023 303-01180 6050.000 TON | 14.00000 84700.00| 7.50000 45375.00| COMPACTED AGGREGATE, NO. 53 | | | 0024 304-07783 2326.000 TON | 66.00000 153516.00| 94.31000 219365.06| HMA PATCHING, TYPE D | | | 0025 306-08036 241234.000 SYS | 0.85000 205048.90| 0.68000 164039.12| MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 1947.000 SYS | 1.50000 2920.50| 1.22000 2375.34| MILLING, TRANSITION | | | 0027 306-08432 16470.000 SYS | 1.60000 26352.00| 1.56000 25693.20| MILLING, APPROACH | | | 0028 401-06264 LUMP | 4000.00000 4000.00| 6270.07000 6270.07| PROFILOGRAPH, HMA | | | 0029 401-07320 4031.000 TON | 48.00000 193488.00| 53.64000 216222.84| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07329 16029.000 TON | 59.00000 945711.00| 60.42000 968472.18| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0031 401-07389 6724.000 TON | 40.00000 268960.00| 48.99000 329408.76| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0032 401-07399 26714.000 TON | 45.00000 1202130.00| 51.92000 1386990.88| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0033 406-05520 125.000 TON | 500.00000 62500.00| 460.52000 57565.00| ASPHALT FOR TACK COAT | | | 0034 601-01839 2.000 EACH | 1825.00000 3650.00| 1825.00000 3650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0035 601-05999 4.000 EACH | 60.00000 240.00| 60.00000 240.00| CURVED TERMINAL END | | | 0036 601-06035 525.000 LFT | 7.00000 3675.00| 7.00000 3675.00| GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 481 -4 TABULATION OF BIDS ROUTE : 52 CALL ORDER : 481 CONTRACT ID : SRS-31918-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 601-07050 1.000 EACH | 1350.00000 1350.00| 1350.00000 1350.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0038 601-93346 8.000 EACH | 120.00000 960.00| 120.00000 960.00| GUARDRAIL CONNECTOR, AS | | | 0039 601-94689 12.000 EACH | 2275.00000 27300.00| 3003.51000 36042.12| GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 2594.000 LFT | 14.25000 36964.50| 14.25000 36964.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 605-05523 400.000 LFT | 11.00000 4400.00| 6.99000 2796.00| CURB, HMA | | | 0042 610-07788 1812.000 TON | 94.00000 170328.00| 120.81000 218907.72| HMA FOR APPROACHES, TYPE D | | | 0043 612-04315 20.200 TON | 1840.00000 37168.00| 1840.00000 37168.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0044 612-60410 336.000 EACH | 12.30000 4132.80| 12.30000 4132.80| DRILLED HOLE FOR UNDERSEAL | | | 0045 616-02320 20.000 SYS | 20.00000 400.00| 5.00000 100.00| GEOTEXTILES | | | 0046 616-06405 15.000 TON | 80.00000 1200.00| 59.51000 892.65| RIPRAP, REVETMENT | | | 0047 628-09401 12.000 MOS | 2215.00000 26580.00| 2132.66000 25591.92| FIELD OFFICE, A | | | 0048 628-09407 12.000 MOS | 210.00000 2520.00| 260.00000 3120.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0049 720-44000 14.000 EACH | 675.00000 9450.00| 715.89000 10022.46| CASTING, ADJUST TO GRADE | | | 0050 801-01093 12.000 EACH | 483.00000 5796.00| 500.00000 6000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0051 801-03290 8.000 EACH | 145.00000 1160.00| 109.00000 872.00| CONSTRUCTION SIGN, C | | | 0052 801-06203 23740.000 LFT | 0.15000 3561.00| 0.41000 9733.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0053 801-06207 11870.000 LFT | 1.00000 11870.00| 1.03000 12226.10| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0054 801-06640 55.000 EACH | 105.00000 5775.00| 102.00000 5610.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 481 -5 TABULATION OF BIDS ROUTE : 52 CALL ORDER : 481 CONTRACT ID : SRS-31918-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 801-06710 200.000 DAY | 4.73000 946.00| 10.00000 2000.00| FLASHING ARROW SIGN | | | 0056 801-06775 LUMP | 75000.00000 75000.00| 107694.62000 107694.62| MAINTAINING TRAFFIC | | | 0057 801-09133 6.000 EACH | 3325.00000 19950.00| 3200.00000 19200.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0058 805-01843 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0059 805-05905 1.000 EACH | 13057.00000 13057.00| 12157.00000 12157.00| ATR STATION- 4 LANE | | | 0060 805-78470 4680.000 LFT | 0.25000 1170.00| 0.25000 1170.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0061 805-78510 100.000 LFT | 3.00000 300.00| 3.00000 300.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0062 805-78785 10.000 EACH | 750.00000 7500.00| 750.00000 7500.00| SIGNAL DETECTOR HOUSING | | | 0063 805-78795 1800.000 LFT | 7.25000 13050.00| 7.25000 13050.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0064 808-06701 13380.000 LFT | 0.26000 3478.80| 0.27000 3612.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0065 808-06703 63784.000 LFT | 0.26000 16583.84| 0.27000 17221.68| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0066 808-75245 51370.000 LFT | 0.26000 13356.20| 0.27000 13869.90| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75297 927.000 LFT | 3.35000 3105.45| 4.00000 3708.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0068 808-75320 36.000 EACH | 58.00000 2088.00| 60.00000 2160.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0069 808-75996 1213.000 EACH | 1.50000 1819.50| 1.50000 1819.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 1765.000 EACH | 12.25000 21621.25| 12.25000 21621.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,816,213.94| $ 4,131,903.31| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,816,213.94| $ 4,131,903.31| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 491 -1 VENDOR RANKING CALL ORDER : 491 CONTRACT ID : SRS-31919-A COUNTIES : NEWTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 08/28/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0900084 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-2688853 STRAWSER CONSTRUCTION INC/ TAMI $ 1,973,246.73 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 491 -2 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 491 CONTRACT ID : SRS-31919-A COUNTIES : NEWTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 MICROSURFACE | | | 0001 105-06845 LUMP | 8900.00000 8900.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 43821.00000 43821.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 304-07491 1440.000 TON | 510.00000 734400.00| | HMA PATCHING, TYPE C | | | 0008 408-07504 24.000 TON | 2020.08000 48481.92| | CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0009 411-09521 348785.000 SYS | 2.68000 934743.80| | MICRO-SURFACING, WARRANTED, MULTIPLE | | | COURSE | | | 0010 628-09402 4.000 MOS | 1800.00000 7200.00| | FIELD OFFICE, B | | | 0011 628-09407 4.000 MOS | 400.00000 1600.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0012 801-03290 4.000 EACH | 160.00000 640.00| | CONSTRUCTION SIGN, C | | | 0013 801-06207 25070.000 LFT | 0.05000 1253.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 42.000 EACH | 100.00000 4200.00| | CONSTRUCTION SIGN, A | | | 0015 801-06710 60.000 DAY | 8.50000 510.00| | FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 66903.00000 66903.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 491 -3 TABULATION OF BIDS ROUTE : 41 CALL ORDER : 491 CONTRACT ID : SRS-31919-A COUNTIES : NEWTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-2688853 |( ) |( ) |STRAWSER CONSTRUCTION INC/ T | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 808-02157 8.000 EACH | 44.00000 352.00| | PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0018 808-06368 65.000 LFT | 3.70000 240.50| | TRANSVERSE MARKING, REMOVE | | | 0019 808-06701 125347.000 LFT | 0.01000 1253.47| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0020 808-06703 131293.000 LFT | 0.33000 43326.69| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0021 808-06716 381987.000 LFT | 0.02000 7639.74| | LINE, REMOVE | | | 0022 808-75245 125347.000 LFT | 0.33000 41364.51| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0023 808-75297 65.000 LFT | 5.49000 356.85| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 4.000 EACH | 60.00000 240.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 4.000 EACH | 88.00000 352.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 1567.000 EACH | 4.00000 6268.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 1567.000 EACH | 12.25000 19195.75| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,973,246.73| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,973,246.73| $ 4,131,903.31| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 581 -1 VENDOR RANKING CALL ORDER : 581 CONTRACT ID : SB -28734-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 10/16/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0401139 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO INC $ 996,973.79 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,255,000.00 125.8809% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,288,694.00 129.2606% 4 61-1013120 T & C CONTRACTING INC $ 1,356,665.36 136.0783% 5 35-1801998 CLR INC $ 1,454,930.31 145.9347% 6 35-1310611 DUNCAN ROBERTSON INC $ 1,961,384.66 196.7338% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 581 -2 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 581 CONTRACT ID : SB -28734-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO INC |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION OR REPAIR | | | 0001 105-06845 LUMP | 3300.00000 3300.00| 10000.00000 10000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 49700.00000 49700.00| 62500.00000 62500.00| 64434.70000 64434.70 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 126.000 SYS | 8.96000 1128.96| 30.00000 3780.00| 25.00000 3150.00 PAVEMENT REMOVAL | | | 0009 202-02241 1150.000 LFT | 2.74000 3151.00| 0.55000 632.50| 1.00000 1150.00 GUARDRAIL, REMOVE | | | 0010 202-51328 LUMP | 55179.33000 55179.33| 141144.45000 141144.45| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 203-02000 80.000 CYS | 63.59000 5087.20| 22.00000 1760.00| 30.00000 2400.00 EXCAVATION, COMMON | | | 0012 211-06467 38.800 CYS | 47.52000 1843.78| 85.00000 3298.00| 75.00000 2910.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 302-07455 40.800 CYS | 62.85000 2564.28| 75.00000 3060.00| 75.00000 3060.00 DENSE GRADED SUBBASE | | | 0014 306-08043 400.000 SYS | 6.88000 2752.00| 11.00000 4400.00| 14.00000 5600.00 MILLING, TRANSITION | | | 0015 402-07451 69.000 TON | 130.00000 8970.00| 130.00000 8970.00| 140.00000 9660.00 HMA WEDGE AND LEVEL, TYPE B | | | 0016 601-01522 4.000 EACH | 1825.00000 7300.00| 1925.00000 7700.00| 1950.00000 7800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-94689 4.000 EACH | 2255.00000 9020.00| 1975.00000 7900.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 800.000 LFT | 16.00000 12800.00| 13.05000 10440.00| 14.00000 11200.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 581 -3 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 581 CONTRACT ID : SB -28734-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO INC |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 602-06729 38.000 EACH | 14.00000 532.00| 10.00000 380.00| 10.00000 380.00 BARRIER DELINEATOR | | | 0020 609-06259 244.000 SYS | 61.40000 14981.60| 85.00000 20740.00| 95.00000 23180.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0021 616-02320 175.000 SYS | 2.18000 381.50| 3.50000 612.50| 5.00000 875.00 GEOTEXTILES | | | 0022 616-06405 73.000 TON | 24.10000 1759.30| 45.00000 3285.00| 35.00000 2555.00 RIPRAP, REVETMENT | | | 0023 621-06574 1148.000 SYS | 3.10000 3558.80| 3.45000 3960.60| 4.00000 4592.00 SODDING | | | 0024 628-09402 7.000 MOS | 1492.75000 10449.25| 1650.00000 11550.00| 2500.00000 17500.00 FIELD OFFICE, B | | | 0025 702-51005 12.600 CYS | 620.77000 7821.70| 1300.00000 16380.00| 1200.00000 15120.00 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51110 1440.000 LBS | 8.33000 11995.20| 8.00000 11520.00| 6.00000 8640.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 702-51863 184.000 EACH | 11.12000 2046.08| 15.00000 2760.00| 17.00000 3128.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51032 310743.000 LBS | 0.70000 217520.10| 0.73000 226842.39| 0.90000 279668.70 REINFORCING STEEL, EPOXY COATED | | | 0029 704-51002 934.800 CYS | 416.47539 389321.19| 540.00000 504792.00| 500.00000 467400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-06339 1514.000 LFT | 43.90000 66464.60| 45.00000 68130.00| 44.00000 66616.00 RAILING, PF-1 | | | 0031 706-06351 4.000 EACH | 1643.25000 6573.00| 1350.00000 5400.00| 3000.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 TPF-1 | | | 0032 706-51020 93.400 CYS | 487.94000 45573.60| 525.00000 49035.00| 800.00000 74720.00 CONCRETE, C, RAILING | | | 0033 709-51821 LUMP | 13275.00000 13275.00| 14275.00000 14275.00| 14275.00000 14275.00 SURFACE SEAL | | | 0034 711-96800 5904.000 EACH | 3.99000 23556.96| 3.99000 23556.96| 4.00000 23616.00 STUD SHEAR CONNECTORS | | | 0035 724-51925 88.000 LFT | 140.77000 12387.76| 125.00000 11000.00| 186.00000 16368.00 STRUCTURAL EXPANSION JOINT, SS | | | 0036 801-06625 33.000 EACH | 55.00000 1815.00| 55.00000 1815.00| 55.00000 1815.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 14.000 EACH | 95.00000 1330.00| 95.00000 1330.00| 95.00000 1330.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 581 -4 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 581 CONTRACT ID : SB -28734-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO INC |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-06775 LUMP | 750.00000 750.00| 9000.00000 9000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0039 808-06713 2084.000 LFT | 0.20000 416.80| 0.20000 416.80| 0.20000 416.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-06714 2084.000 LFT | 0.20000 416.80| 0.20000 416.80| 0.20000 416.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0041 808-75998 14.000 EACH | 89.00000 1246.00| 158.00000 2212.00| 158.00000 2212.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 996,973.79| $ 1,255,000.00| $ 1,288,694.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 996,973.79| $ 1,255,000.00| $ 1,288,694.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 581 -5 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 581 CONTRACT ID : SB -28734-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1013120 |( 5 ) 35-1801998 |( 6 ) 35-1310611 |T & C CONTRACTING INC |CLR INC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION OR REPAIR | | | 0001 105-06845 LUMP | 9000.00000 9000.00| 5000.00000 5000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 21000.00000 21000.00| 72250.00000 72250.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 126.000 SYS | 6.50000 819.00| 50.00000 6300.00| 25.00000 3150.00 PAVEMENT REMOVAL | | | 0009 202-02241 1150.000 LFT | 2.66000 3059.00| 1.00000 1150.00| 1.00000 1150.00 GUARDRAIL, REMOVE | | | 0010 202-51328 LUMP | 112000.00000 112000.00| 125000.00000 125000.00| 475000.00000 475000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 203-02000 80.000 CYS | 15.50000 1240.00| 27.00000 2160.00| 50.00000 4000.00 EXCAVATION, COMMON | | | 0012 211-06467 38.800 CYS | 65.00000 2522.00| 100.00000 3880.00| 50.00000 1940.00 AGGREGATE FOR END BENT BACKFILL | | | 0013 302-07455 40.800 CYS | 59.00000 2407.20| 100.00000 4080.00| 50.00000 2040.00 DENSE GRADED SUBBASE | | | 0014 306-08043 400.000 SYS | 7.32000 2928.00| 17.00000 6800.00| 10.00000 4000.00 MILLING, TRANSITION | | | 0015 402-07451 69.000 TON | 130.00000 8970.00| 200.00000 13800.00| 150.00000 10350.00 HMA WEDGE AND LEVEL, TYPE B | | | 0016 601-01522 4.000 EACH | 2076.02000 8304.08| 2135.00000 8540.00| 2000.00000 8000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-94689 4.000 EACH | 2549.78000 10199.12| 2200.00000 8800.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 800.000 LFT | 16.55000 13240.00| 18.75000 15000.00| 18.00000 14400.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 581 -6 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 581 CONTRACT ID : SB -28734-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1013120 |( 5 ) 35-1801998 |( 6 ) 35-1310611 |T & C CONTRACTING INC |CLR INC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 602-06729 38.000 EACH | 14.90000 566.20| 12.50000 475.00| 10.00000 380.00 BARRIER DELINEATOR | | | 0020 609-06259 244.000 SYS | 158.00000 38552.00| 120.00000 29280.00| 100.00000 24400.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0021 616-02320 175.000 SYS | 5.50000 962.50| 7.00000 1225.00| 4.00000 700.00 GEOTEXTILES | | | 0022 616-06405 73.000 TON | 41.00000 2993.00| 46.00000 3358.00| 40.00000 2920.00 RIPRAP, REVETMENT | | | 0023 621-06574 1148.000 SYS | 6.50000 7462.00| 3.30000 3788.40| 4.00000 4592.00 SODDING | | | 0024 628-09402 7.000 MOS | 2424.00000 16968.00| 1600.00000 11200.00| 1500.00000 10500.00 FIELD OFFICE, B | | | 0025 702-51005 12.600 CYS | 1400.00000 17640.00| 525.00000 6615.00| 1500.00000 18900.00 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51110 1440.000 LBS | 6.00000 8640.00| 11.65000 16776.00| 7.50000 10800.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 702-51863 184.000 EACH | 8.00000 1472.00| 16.00000 2944.00| 12.50000 2300.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51032 310743.000 LBS | 0.95000 295205.85| 0.95000 295205.85| 0.90000 279668.70 REINFORCING STEEL, EPOXY COATED | | | 0029 704-51002 934.800 CYS | 586.00000 547792.80| 599.00000 559945.20| 750.00000 701100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-06339 1514.000 LFT | 50.57000 76562.98| 45.15000 68357.10| 52.00000 78728.00 RAILING, PF-1 | | | 0031 706-06351 4.000 EACH | 2932.97000 11731.88| 2540.00000 10160.00| 2500.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 TPF-1 | | | 0032 706-51020 93.400 CYS | 690.00000 64446.00| 550.00000 51370.00| 800.00000 74720.00 CONCRETE, C, RAILING | | | 0033 709-51821 LUMP | 17000.00000 17000.00| 20000.00000 20000.00| 20000.00000 20000.00 SURFACE SEAL | | | 0034 711-96800 5904.000 EACH | 4.50000 26568.00| 4.45000 26272.80| 6.00000 35424.00 STUD SHEAR CONNECTORS | | | 0035 724-51925 88.000 LFT | 145.00000 12760.00| 220.00000 19360.00| 175.00000 15400.00 STRUCTURAL EXPANSION JOINT, SS | | | 0036 801-06625 33.000 EACH | 117.11000 3864.63| 62.00000 2046.00| 60.00000 1980.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 14.000 EACH | 122.43000 1714.02| 105.00000 1470.00| 105.00000 1470.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 581 -7 TABULATION OF BIDS ROUTE : 258 CALL ORDER : 581 CONTRACT ID : SB -28734-A COUNTIES : JACKSON LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1013120 |( 5 ) 35-1801998 |( 6 ) 35-1310611 |T & C CONTRACTING INC |CLR INC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-06775 LUMP | 6000.00000 6000.00| 50000.00000 50000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0039 808-06713 2084.000 LFT | 0.30000 625.20| 0.22000 458.48| 0.22000 458.48 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-06714 2084.000 LFT | 0.30000 625.20| 0.22000 458.48| 0.22000 458.48 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0041 808-75998 14.000 EACH | 58.55000 819.70| 100.00000 1400.00| 175.00000 2450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,356,665.36| $ 1,454,930.31| $ 1,961,384.66 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,356,665.36| $ 1,454,930.31| $ 1,961,384.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -1 VENDOR RANKING CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 11/30/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : L720015 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 5,428,016.40 100.0000% 2 35-1386990 ISOM JACK CONSTRUCTION CO $ 5,775,105.88 106.3944% 3 36-2231526 WALSH CONSTR COMPANY $ 5,816,029.21 107.1483% 4 35-1385672 FORCE CONSTRUCTION CO INC $ 5,995,957.88 110.4631% 5 35-1128289 BEATY CONSTRUCTION INC $ 6,077,490.43 111.9652% 6 35-1917625 MILESTONE CONTRACTORS LP $ 6,112,713.08 112.6141% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 6,985,849.49 128.6999% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -2 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1386990 |( 3 ) 36-2231526 |CRIDER & CRIDER INC |ISOM JACK CONSTRUCTION CO |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE, STEEL GIRDER | | | 0001 105-06845 LUMP | 125000.00000 125000.00| 25000.00000 25000.00| 154945.09000 154945.09 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 250.00000 500.00| 120.00000 240.00| 125.00000 250.00 RADIO | | | 0003 105-08520 1.000 EACH | 250.00000 250.00| 120.00000 120.00| 125.00000 125.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 24.000 MOS | 50.00000 1200.00| 75.00000 1800.00| 100.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 24.000 MOS | 50.00000 1200.00| 75.00000 1800.00| 100.00000 2400.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 272500.00000 272500.00| 225000.00000 225000.00| 297584.00000 297584.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 100000.00000 100000.00| 27000.00000 27000.00| 59516.00000 59516.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 15247.000 SYS | 2.00000 30494.00| 9.00000 137223.00| 3.29000 50162.63 PAVEMENT REMOVAL | | | 0015 202-02278 36.000 LFT | 3.75000 135.00| 6.00000 216.00| 7.55000 271.80 CURB, CONCRETE, REMOVE | | | 0016 203-02000 5510.000 CYS | 50.00000 275500.00| 6.00000 33060.00| 5.55000 30580.50 EXCAVATION, COMMON | | | 0017 203-02070 266209.000 CYS | 3.50000 931731.50| 5.00000 1331045.00| 5.62000 1496094.58 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -3 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1386990 |( 3 ) 36-2231526 |CRIDER & CRIDER INC |ISOM JACK CONSTRUCTION CO |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 204-02290 4.000 EACH | 1000.00000 4000.00| 2500.00000 10000.00| 767.94000 3071.76 SETTLEMENT PLATE | | | 0019 204-08415 4.000 EACH | 450.00000 1800.00| 500.00000 2000.00| 458.97000 1835.88 STAKES, SETTLEMENT | | | 0020 205-06932 160.000 LFT | 9.75000 1560.00| 15.00000 2400.00| 8.90000 1424.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06933 7.000 EACH | 90.00000 630.00| 150.00000 1050.00| 95.80000 670.60 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 5567.000 LFT | 1.32000 7348.44| 1.75000 9742.25| 1.26000 7014.42 TEMPORARY SILT FENCE | | | 0023 205-06938 920.000 LFT | 7.50000 6900.00| 25.00000 23000.00| 11.89000 10938.80 TEMPORARY SLOPE DRAIN | | | 0024 207-08262 27679.000 SYS | 0.55000 15223.45| 4.00000 110716.00| 1.11000 30723.69 SUBGRADE TREATMENT, TYPE I | | | 0025 207-08266 2762.000 SYS | 0.75000 2071.50| 5.72000 15798.64| 0.86000 2375.32 SUBGRADE TREATMENT, TYPE III | | | 0026 211-02050 7954.000 CYS | 12.00000 95448.00| 12.00000 95448.00| 11.68000 92902.72 B BORROW | | | 0027 211-06467 204.000 CYS | 55.00000 11220.00| 35.00000 7140.00| 31.09000 6342.36 AGGREGATE FOR END BENT BACKFILL | | | 0028 211-09264 484.900 CYS | 12.00000 5818.80| 25.00000 12122.50| 13.66000 6623.73 STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09266 11348.000 CYS | 18.00000 204264.00| 21.00000 238308.00| 13.65000 154900.20 STRUCTURE BACKFILL, TYPE 3 | | | 0030 301-07448 6050.000 TON | 15.00000 90750.00| 18.00000 108900.00| 13.52000 81796.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 136.000 CYS | 45.00000 6120.00| 45.00000 6120.00| 42.56000 5788.16 DENSE GRADED SUBBASE | | | 0032 306-08034 1627.000 SYS | 4.00000 6508.00| 4.00000 6508.00| 2.15000 3498.05 MILLING, ASPHALT, 1 1/2 IN. | | | 0033 401-07334 2437.000 TON | 69.09000 168372.33| 78.27000 190743.99| 71.73000 174806.01 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0034 401-07403 2121.000 TON | 56.57000 119984.97| 65.50000 138925.50| 58.73000 124566.33 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0035 401-07408 12626.000 TON | 47.62000 601250.12| 54.65000 690010.90| 49.44000 624229.44 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 406-05520 14.900 TON | 510.45000 7605.71| 650.00000 9685.00| 529.96000 7896.40 ASPHALT FOR TACK COAT | | | 0037 601-01522 6.000 EACH | 1700.00000 10200.00| 2100.00000 12600.00| 1700.00000 10200.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -4 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1386990 |( 3 ) 36-2231526 |CRIDER & CRIDER INC |ISOM JACK CONSTRUCTION CO |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-94689 4.000 EACH | 2200.00000 8800.00| 2400.00000 9600.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH | 3200.00000 6400.00| 4400.00000 8800.00| 3200.00000 6400.00 GUARDRAIL END TREATMENT, MS | | | 0040 601-99105 1469.000 LFT | 16.00000 23504.00| 19.00000 27911.00| 16.00000 23504.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99108 350.000 LFT | 20.00000 7000.00| 28.00000 9800.00| 20.00000 7000.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0042 602-06729 24.000 EACH | 15.00000 360.00| 15.00000 360.00| 10.00000 240.00 BARRIER DELINEATOR | | | 0043 603-92636 438.000 LFT | 20.00000 8760.00| 36.00000 15768.00| 2.59000 1134.42 FENCE, CHAIN LINK, 72 IN. | | | 0044 609-06259 824.000 SYS | 75.00000 61800.00| 63.00000 51912.00| 70.00000 57680.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0045 610-07486 580.500 TON | 107.13000 62188.97| 120.11000 69723.86| 111.22000 64563.21 HMA FOR APPROACHES, TYPE A | | | 0046 611-02825 2.000 EACH | 330.00000 660.00| 325.00000 650.00| 330.00000 660.00 MAILBOX ASSEMBLY, TRIPLE | | | 0047 611-06497 5.000 EACH | 140.00000 700.00| 212.00000 1060.00| 140.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 4.000 EACH | 190.00000 760.00| 275.00000 1100.00| 190.00000 760.00 MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06490 20.000 EACH | 130.00000 2600.00| 150.00000 3000.00| 130.00000 2600.00 RIGHT OF WAY MARKER | | | 0050 615-06510 4.000 EACH | 310.00000 1240.00| 750.00000 3000.00| 310.00000 1240.00 MONUMENT, C | | | 0051 616-02320 1588.000 SYS | 1.50000 2382.00| 3.00000 4764.00| 2.23000 3541.24 GEOTEXTILES | | | 0052 616-06405 598.000 TON | 22.00000 13156.00| 32.00000 19136.00| 22.08000 13203.84 RIPRAP, REVETMENT | | | 0053 621-01004 4.000 EACH | 275.00000 1100.00| 350.00000 1400.00| 2150.00000 8600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 5.400 TON | 1413.00000 7630.20| 1800.00000 9720.00| 1124.00000 6069.60 FERTILIZER | | | 0055 621-06554 2025.000 LBS | 2.50000 5062.50| 4.00000 8100.00| 2.79000 5649.75 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -5 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1386990 |( 3 ) 36-2231526 |CRIDER & CRIDER INC |ISOM JACK CONSTRUCTION CO |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-06565 27.000 TON | 304.00000 8208.00| 600.00000 16200.00| 316.00000 8532.00 MULCHING MATERIAL | | | 0057 621-06567 58.330 kGAL | 1.00000 58.33| 1.00000 58.33| 1.00000 58.33 WATER | | | 0058 621-06574 4012.000 SYS | 2.22000 8906.64| 3.00000 12036.00| 2.54000 10190.48 SODDING | | | 0059 621-06575 12192.000 SYS | 2.22000 27066.24| 3.00000 36576.00| 2.54000 30967.68 SODDING, NURSERY | | | 0060 628-09402 24.000 MOS | 1452.08000 34849.92| 2000.00000 48000.00| 2100.00000 50400.00 FIELD OFFICE, B | | | 0061 701-51195 3500.000 LFT | 50.00000 175000.00| 44.00000 154000.00| 27.40000 95900.00 PILE, STEEL H, HP 12" X 53 | | | 0062 701-91792 40.000 EACH | 100.00000 4000.00| 115.00000 4600.00| 200.00000 8000.00 PILE TIP, STEEL H | | | 0063 702-92857 311.000 CYS | 320.00000 99520.00| 475.00000 147725.00| 350.00000 108850.00 CONCRETE, C, SUBSTRUCTURE | | | 0064 703-51032 191116.000 LBS | 0.73000 139514.68| 0.68000 129958.88| 1.00000 191116.00 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 340.000 CYS | 450.00000 153000.00| 475.00000 161500.00| 725.00000 246500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 8.000 EACH | 1200.00000 9600.00| 1400.00000 11200.00| 1092.26000 8738.08 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51025 560.000 LFT | 35.00000 19600.00| 52.00000 29120.00| 35.07000 19639.20 CONCRETE, C, RAILING | | | 0068 709-51821 LUMP | 9000.00000 9000.00| 15000.00000 15000.00| 15000.00000 15000.00 SURFACE SEAL | | | 0069 711-51038 LUMP | 800000.00000 800000.00| 665000.00000 665000.00| 750000.00000 750000.00 STRUCTURAL STEEL | | | 0070 711-51070 40.000 EACH | 120.00000 4800.00| 175.00000 7000.00| 65.08000 2603.20 ANCHOR PLATE, AP 1 | | | 0071 715-02397 4.000 EACH | 1300.00000 5200.00| 1800.00000 7200.00| 1204.14000 4816.56 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0072 715-03475 23.000 EACH | 275.00000 6325.00| 295.00000 6785.00| 334.29000 7688.67 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0073 715-03584 2.000 EACH | 350.00000 700.00| 322.00000 644.00| 566.58000 1133.16 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0074 715-04611 1.000 EACH | 275.00000 275.00| 262.00000 262.00| 341.95000 341.95 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0075 715-05019 265.000 LFT | 37.00000 9805.00| 48.00000 12720.00| 62.12000 16461.80 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -6 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1386990 |( 3 ) 36-2231526 |CRIDER & CRIDER INC |ISOM JACK CONSTRUCTION CO |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-05128 324.000 LFT | 60.00000 19440.00| 58.00000 18792.00| 83.38000 27015.12 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0077 715-05151 187.000 LFT | 23.00000 4301.00| 19.00000 3553.00| 26.11000 4882.57 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0078 715-05152 248.000 LFT | 25.00000 6200.00| 25.00000 6200.00| 31.69000 7859.12 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0079 715-05169 381.000 LFT | 23.00000 8763.00| 21.00000 8001.00| 26.11000 9947.91 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0080 715-05171 44.000 LFT | 25.00000 1100.00| 24.00000 1056.00| 39.74000 1748.56 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0081 715-05407 410.000 LFT | 6.00000 2460.00| 10.00000 4100.00| 4.23000 1734.30 PIPE, END BENT DRAIN, 6 IN. | | | 0082 715-06004 2.000 EACH | 1250.00000 2500.00| 2300.00000 4600.00| 1447.73000 2895.46 CONCRETE ANCHOR, 48 IN. | | | 0083 720-06525 2.000 EACH | 175.00000 350.00| 350.00000 700.00| 383.08000 766.16 CASTING, ADJUST TO GRADE, MONUMENT | | | 0084 720-45030 2.000 EACH | 1325.00000 2650.00| 1800.00000 3600.00| 1268.33000 2536.66 INLET, E7 | | | 0085 720-45070 3.000 EACH | 2400.00000 7200.00| 1500.00000 4500.00| 2741.02000 8223.06 INLET, P12A | | | 0086 720-94157 1.000 EACH | 2000.00000 2000.00| 2500.00000 2500.00| 2724.23000 2724.23 MANHOLE, C | | | 0087 731-93945 17204.000 SFT | 12.75000 219351.00| 14.00000 240856.00| 13.00000 223652.00 FACE PANELS, CONCRETE | | | 0088 731-93946 17204.000 SFT | 8.00000 137632.00| 8.00000 137632.00| 8.00000 137632.00 WALL ERECTION | | | 0089 731-93947 740.000 LFT | 20.00000 14800.00| 28.00000 20720.00| 15.00000 11100.00 LEVELING PAD, CONCRETE | | | 0090 801-04308 8.000 EACH | 350.00000 2800.00| 375.00000 3000.00| 292.00000 2336.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06625 27.000 EACH | 78.00000 2106.00| 175.00000 4725.00| 106.00000 2862.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 16.000 EACH | 245.00000 3920.00| 265.00000 4240.00| 217.00000 3472.00 CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP | 100000.00000 100000.00| 35000.00000 35000.00| 70000.00000 70000.00 MAINTAINING TRAFFIC | | | 0094 801-07118 96.000 LFT | 9.50000 912.00| 18.00000 1728.00| 14.00000 1344.00 BARRICADE, III-A | | | 0095 801-07119 48.000 LFT | 12.25000 588.00| 20.00000 960.00| 16.00000 768.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -7 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1386990 |( 3 ) 36-2231526 |CRIDER & CRIDER INC |ISOM JACK CONSTRUCTION CO |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 802-05701 50.500 LFT | 31.50000 1590.75| 18.00000 909.00| 31.50000 1590.75 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0097 802-76025 16.500 SFT | 40.50000 668.25| 29.00000 478.50| 40.50000 668.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0098 802-76035 18.000 SFT | 41.50000 747.00| 22.00000 396.00| 41.50000 747.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0099 805-78100 1.000 EACH | 11548.00000 11548.00| 13850.00000 13850.00| 11548.00000 11548.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0100 805-78230 2.000 EACH | 1312.00000 2624.00| 1665.00000 3330.00| 1312.00000 2624.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78490 100.000 LFT | 9.50000 950.00| 12.00000 1200.00| 9.50000 950.00 SIGNAL CABLE, 7C 14GA. | | | 0102 805-92504 5.000 EACH | 346.00000 1730.00| 575.00000 2875.00| 346.00000 1730.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0103 808-03002 112.000 LFT | 1.50000 168.00| 3.15000 352.80| 2.65000 296.80 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0104 808-03631 448.000 LFT | 1.50000 672.00| 3.15000 1411.20| 2.65000 1187.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0105 808-03632 448.000 LFT | 1.50000 672.00| 3.15000 1411.20| 2.65000 1187.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0106 808-06701 1415.000 LFT | 0.20000 283.00| 1.02000 1443.30| 0.86000 1216.90 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0107 808-06703 6469.000 LFT | 0.20000 1293.80| 0.61000 3946.09| 0.40000 2587.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0108 808-75245 4854.000 LFT | 0.20000 970.80| 0.61000 2960.94| 0.40000 1941.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75297 35.000 LFT | 3.00000 105.00| 12.00000 420.00| 5.00000 175.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0110 808-75320 2.000 EACH | 55.00000 110.00| 100.00000 200.00| 75.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -8 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1386990 |( 3 ) 36-2231526 |CRIDER & CRIDER INC |ISOM JACK CONSTRUCTION CO |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 808-75325 2.000 EACH | 79.00000 158.00| 135.00000 270.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0112 808-75998 82.000 EACH | 26.75000 2193.50| 85.00000 6970.00| 20.70000 1697.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0113 205-03371 60.000 CYS | 20.00000 1200.00| 25.00000 1500.00| 13.64000 818.40 SEDIMENT, REMOVE | | | 0114 205-06934 50.000 TON | 323.00000 16150.00| 500.00000 25000.00| 359.00000 17950.00 TEMPORARY MULCHING | | | 0115 205-09543 200.000 TON | 25.00000 5000.00| 30.00000 6000.00| 12.20000 2440.00 NO 2 STONE | | | 0116 621-06557 2000.000 LBS | 1.98000 3960.00| 3.00000 6000.00| 2.24000 4480.00 SEED MIXTURE, T | | | 0117 720-44000 2.000 EACH | 300.00000 600.00| 675.00000 1350.00| 385.66000 771.32 CASTING, ADJUST TO GRADE | | | 0118 808-75996 50.000 EACH | 8.50000 425.00| 25.00000 1250.00| 7.00000 350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 5,428,016.40| $ 5,775,105.88| $ 5,816,029.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,428,016.40| $ 5,775,105.88| $ 5,816,029.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -9 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |FORCE CONSTRUCTION CO INC |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE, STEEL GIRDER | | | 0001 105-06845 LUMP | 16160.00000 16160.00| 21500.00000 21500.00| 28500.00000 28500.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 443.58000 887.16| 125.00000 250.00| 100.00000 200.00 RADIO | | | 0003 105-08520 1.000 EACH | 348.52000 348.52| 125.00000 125.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 24.000 MOS | 158.42000 3802.08| 85.00000 2040.00| 100.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 24.000 MOS | 171.09000 4106.16| 85.00000 2040.00| 100.00000 2400.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 299910.56000 299910.56| 303870.00000 303870.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 35000.00000 35000.00| 60800.00000 60800.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0014 202-02240 15247.000 SYS | 7.50000 114352.50| 5.00000 76235.00| 5.00000 76235.00 PAVEMENT REMOVAL | | | 0015 202-02278 36.000 LFT | 22.00000 792.00| 23.00000 828.00| 17.00000 612.00 CURB, CONCRETE, REMOVE | | | 0016 203-02000 5510.000 CYS | 45.00000 247950.00| 46.25000 254837.50| 7.00000 38570.00 EXCAVATION, COMMON | | | 0017 203-02070 266209.000 CYS | 4.95000 1317734.55| 5.15000 1370976.35| 6.00000 1597254.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -10 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |FORCE CONSTRUCTION CO INC |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 204-02290 4.000 EACH | 1600.00000 6400.00| 1675.00000 6700.00| 210.00000 840.00 SETTLEMENT PLATE | | | 0019 204-08415 4.000 EACH | 630.00000 2520.00| 675.00000 2700.00| 220.00000 880.00 STAKES, SETTLEMENT | | | 0020 205-06932 160.000 LFT | 9.75000 1560.00| 10.35000 1656.00| 9.75000 1560.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06933 7.000 EACH | 90.00000 630.00| 95.00000 665.00| 90.00000 630.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 5567.000 LFT | 1.32000 7348.44| 1.45000 8072.15| 1.35000 7515.45 TEMPORARY SILT FENCE | | | 0023 205-06938 920.000 LFT | 11.00000 10120.00| 11.50000 10580.00| 18.00000 16560.00 TEMPORARY SLOPE DRAIN | | | 0024 207-08262 27679.000 SYS | 3.45000 95492.55| 3.50000 96876.50| 4.20000 116251.80 SUBGRADE TREATMENT, TYPE I | | | 0025 207-08266 2762.000 SYS | 5.30000 14638.60| 5.50000 15191.00| 4.30000 11876.60 SUBGRADE TREATMENT, TYPE III | | | 0026 211-02050 7954.000 CYS | 26.06000 207281.24| 20.25000 161068.50| 22.50000 178965.00 B BORROW | | | 0027 211-06467 204.000 CYS | 41.60000 8486.40| 63.00000 12852.00| 60.00000 12240.00 AGGREGATE FOR END BENT BACKFILL | | | 0028 211-09264 484.900 CYS | 26.26000 12733.47| 22.50000 10910.25| 17.00000 8243.30 STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09266 11348.000 CYS | 18.85000 213909.80| 19.50000 221286.00| 20.00000 226960.00 STRUCTURE BACKFILL, TYPE 3 | | | 0030 301-07448 6050.000 TON | 16.80000 101640.00| 17.85000 107992.50| 19.00000 114950.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 136.000 CYS | 46.37000 6306.32| 95.00000 12920.00| 60.00000 8160.00 DENSE GRADED SUBBASE | | | 0032 306-08034 1627.000 SYS | 2.15000 3498.05| 4.25000 6914.75| 6.00000 9762.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0033 401-07334 2437.000 TON | 76.00000 185212.00| 72.50000 176682.50| 76.00000 185212.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0034 401-07403 2121.000 TON | 59.00000 125139.00| 59.75000 126729.75| 59.00000 125139.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0035 401-07408 12626.000 TON | 48.75000 615517.50| 50.50000 637613.00| 48.75000 615517.50 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 406-05520 14.900 TON | 550.00000 8195.00| 525.00000 7822.50| 550.00000 8195.00 ASPHALT FOR TACK COAT | | | 0037 601-01522 6.000 EACH | 2012.75000 12076.50| 1980.00000 11880.00| 2000.00000 12000.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -11 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |FORCE CONSTRUCTION CO INC |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-94689 4.000 EACH | 2275.00000 9100.00| 2275.00000 9100.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH | 3950.00000 7900.00| 3950.00000 7900.00| 3950.00000 7900.00 GUARDRAIL END TREATMENT, MS | | | 0040 601-99105 1469.000 LFT | 15.60000 22916.40| 15.60000 22916.40| 15.50000 22769.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99108 350.000 LFT | 22.35000 7822.50| 22.35000 7822.50| 22.00000 7700.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0042 602-06729 24.000 EACH | 14.00000 336.00| 15.00000 360.00| 20.00000 480.00 BARRIER DELINEATOR | | | 0043 603-92636 438.000 LFT | 32.70000 14322.60| 32.70000 14322.60| 33.00000 14454.00 FENCE, CHAIN LINK, 72 IN. | | | 0044 609-06259 824.000 SYS | 61.02000 50280.48| 87.00000 71688.00| 85.00000 70040.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0045 610-07486 580.500 TON | 95.00000 55147.50| 112.50000 65306.25| 95.00000 55147.50 HMA FOR APPROACHES, TYPE A | | | 0046 611-02825 2.000 EACH | 275.00000 550.00| 275.00000 550.00| 275.00000 550.00 MAILBOX ASSEMBLY, TRIPLE | | | 0047 611-06497 5.000 EACH | 170.00000 850.00| 170.00000 850.00| 170.00000 850.00 MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 4.000 EACH | 225.00000 900.00| 225.00000 900.00| 225.00000 900.00 MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06490 20.000 EACH | 125.00000 2500.00| 125.00000 2500.00| 125.00000 2500.00 RIGHT OF WAY MARKER | | | 0050 615-06510 4.000 EACH | 505.00000 2020.00| 505.00000 2020.00| 760.00000 3040.00 MONUMENT, C | | | 0051 616-02320 1588.000 SYS | 1.97000 3128.36| 1.40000 2223.20| 0.85000 1349.80 GEOTEXTILES | | | 0052 616-06405 598.000 TON | 25.34000 15153.32| 30.00000 17940.00| 30.00000 17940.00 RIPRAP, REVETMENT | | | 0053 621-01004 4.000 EACH | 275.00000 1100.00| 295.00000 1180.00| 500.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 5.400 TON | 1413.00000 7630.20| 1500.00000 8100.00| 1420.00000 7668.00 FERTILIZER | | | 0055 621-06554 2025.000 LBS | 2.50000 5062.50| 2.70000 5467.50| 2.55000 5163.75 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -12 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |FORCE CONSTRUCTION CO INC |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-06565 27.000 TON | 304.00000 8208.00| 325.00000 8775.00| 305.00000 8235.00 MULCHING MATERIAL | | | 0057 621-06567 58.330 kGAL | 1.00000 58.33| 1.05000 61.25| 1.00000 58.33 WATER | | | 0058 621-06574 4012.000 SYS | 2.67000 10712.04| 2.85000 11434.20| 2.25000 9027.00 SODDING | | | 0059 621-06575 12192.000 SYS | 2.67000 32552.64| 2.85000 34747.20| 2.25000 27432.00 SODDING, NURSERY | | | 0060 628-09402 24.000 MOS | 1504.96000 36119.04| 2150.00000 51600.00| 2500.00000 60000.00 FIELD OFFICE, B | | | 0061 701-51195 3500.000 LFT | 37.36000 130760.00| 40.25000 140875.00| 43.00000 150500.00 PILE, STEEL H, HP 12" X 53 | | | 0062 701-91792 40.000 EACH | 106.60000 4264.00| 145.00000 5800.00| 100.00000 4000.00 PILE TIP, STEEL H | | | 0063 702-92857 311.000 CYS | 406.14000 126309.54| 355.00000 110405.00| 700.00000 217700.00 CONCRETE, C, SUBSTRUCTURE | | | 0064 703-51032 191116.000 LBS | 0.84000 160537.44| 0.75000 143337.00| 0.70000 133781.20 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 340.000 CYS | 511.01000 173743.40| 575.00000 195500.00| 600.00000 204000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 8.000 EACH | 1159.47000 9275.76| 1800.00000 14400.00| 1300.00000 10400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51025 560.000 LFT | 42.94000 24046.40| 43.00000 24080.00| 45.00000 25200.00 CONCRETE, C, RAILING | | | 0068 709-51821 LUMP | 8755.20000 8755.20| 9400.00000 9400.00| 8800.00000 8800.00 SURFACE SEAL | | | 0069 711-51038 LUMP | 710696.34000 710696.34| 755615.59000 755615.59| 677000.00000 677000.00 STRUCTURAL STEEL | | | 0070 711-51070 40.000 EACH | 74.69000 2987.60| 75.00000 3000.00| 110.00000 4400.00 ANCHOR PLATE, AP 1 | | | 0071 715-02397 4.000 EACH | 1300.00000 5200.00| 1375.00000 5500.00| 1600.00000 6400.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0072 715-03475 23.000 EACH | 625.00000 14375.00| 675.00000 15525.00| 325.00000 7475.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0073 715-03584 2.000 EACH | 700.00000 1400.00| 750.00000 1500.00| 550.00000 1100.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0074 715-04611 1.000 EACH | 600.00000 600.00| 645.00000 645.00| 340.00000 340.00 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0075 715-05019 265.000 LFT | 90.00000 23850.00| 95.00000 25175.00| 48.00000 12720.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -13 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |FORCE CONSTRUCTION CO INC |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-05128 324.000 LFT | 125.00000 40500.00| 132.00000 42768.00| 72.00000 23328.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0077 715-05151 187.000 LFT | 35.00000 6545.00| 37.00000 6919.00| 22.00000 4114.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0078 715-05152 248.000 LFT | 38.00000 9424.00| 40.50000 10044.00| 24.00000 5952.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0079 715-05169 381.000 LFT | 35.00000 13335.00| 36.50000 13906.50| 22.00000 8382.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0080 715-05171 44.000 LFT | 42.00000 1848.00| 45.00000 1980.00| 27.00000 1188.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0081 715-05407 410.000 LFT | 9.25000 3792.50| 4.50000 1845.00| 13.00000 5330.00 PIPE, END BENT DRAIN, 6 IN. | | | 0082 715-06004 2.000 EACH | 1800.00000 3600.00| 2000.00000 4000.00| 2100.00000 4200.00 CONCRETE ANCHOR, 48 IN. | | | 0083 720-06525 2.000 EACH | 454.33000 908.66| 475.00000 950.00| 350.00000 700.00 CASTING, ADJUST TO GRADE, MONUMENT | | | 0084 720-45030 2.000 EACH | 1500.00000 3000.00| 1600.00000 3200.00| 1500.00000 3000.00 INLET, E7 | | | 0085 720-45070 3.000 EACH | 2200.00000 6600.00| 2300.00000 6900.00| 1600.00000 4800.00 INLET, P12A | | | 0086 720-94157 1.000 EACH | 2900.00000 2900.00| 3125.00000 3125.00| 2100.00000 2100.00 MANHOLE, C | | | 0087 731-93945 17204.000 SFT | 16.31000 280597.24| 13.00000 223652.00| 13.50000 232254.00 FACE PANELS, CONCRETE | | | 0088 731-93946 17204.000 SFT | 6.33000 108901.32| 5.50000 94622.00| 9.00000 154836.00 WALL ERECTION | | | 0089 731-93947 740.000 LFT | 22.07000 16331.80| 65.00000 48100.00| 7.00000 5180.00 LEVELING PAD, CONCRETE | | | 0090 801-04308 8.000 EACH | 292.00000 2336.00| 485.00000 3880.00| 300.00000 2400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06625 27.000 EACH | 106.00000 2862.00| 90.00000 2430.00| 105.00000 2835.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 16.000 EACH | 217.00000 3472.00| 180.00000 2880.00| 220.00000 3520.00 CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP | 55335.27000 55335.27| 7000.00000 7000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0094 801-07118 96.000 LFT | 14.00000 1344.00| 24.50000 2352.00| 14.00000 1344.00 BARRICADE, III-A | | | 0095 801-07119 48.000 LFT | 16.00000 768.00| 23.50000 1128.00| 18.00000 864.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -14 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |FORCE CONSTRUCTION CO INC |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 802-05701 50.500 LFT | 13.40000 676.70| 13.40000 676.70| 22.00000 1111.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0097 802-76025 16.500 SFT | 23.00000 379.50| 23.00000 379.50| 22.00000 363.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0098 802-76035 18.000 SFT | 18.75000 337.50| 18.75000 337.50| 22.00000 396.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0099 805-78100 1.000 EACH | 11548.00000 11548.00| 12250.00000 12250.00| 16000.00000 16000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0100 805-78230 2.000 EACH | 1312.00000 2624.00| 1400.00000 2800.00| 1400.00000 2800.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78490 100.000 LFT | 9.50000 950.00| 10.25000 1025.00| 8.00000 800.00 SIGNAL CABLE, 7C 14GA. | | | 0102 805-92504 5.000 EACH | 409.82000 2049.10| 375.00000 1875.00| 240.00000 1200.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0103 808-03002 112.000 LFT | 2.65000 296.80| 2.85000 319.20| 2.65000 296.80 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0104 808-03631 448.000 LFT | 2.65000 1187.20| 2.85000 1276.80| 2.65000 1187.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0105 808-03632 448.000 LFT | 2.65000 1187.20| 2.85000 1276.80| 2.65000 1187.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0106 808-06701 1415.000 LFT | 0.86000 1216.90| 0.48000 679.20| 0.90000 1273.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0107 808-06703 6469.000 LFT | 0.40000 2587.60| 0.48000 3105.12| 0.45000 2911.05 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0108 808-75245 4854.000 LFT | 0.40000 1941.60| 0.48000 2329.92| 0.40000 1941.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75297 35.000 LFT | 5.00000 175.00| 4.15000 145.25| 5.00000 175.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0110 808-75320 2.000 EACH | 75.00000 150.00| 83.00000 166.00| 75.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -15 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1128289 |( 6 ) 35-1917625 |FORCE CONSTRUCTION CO INC |BEATY CONSTRUCTION INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 808-75325 2.000 EACH | 100.00000 200.00| 92.00000 184.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0112 808-75998 82.000 EACH | 34.00000 2788.00| 38.00000 3116.00| 34.00000 2788.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0113 205-03371 60.000 CYS | 50.00000 3000.00| 52.50000 3150.00| 75.00000 4500.00 SEDIMENT, REMOVE | | | 0114 205-06934 50.000 TON | 323.00000 16150.00| 345.00000 17250.00| 325.00000 16250.00 TEMPORARY MULCHING | | | 0115 205-09543 200.000 TON | 26.66000 5332.00| 42.00000 8400.00| 21.00000 4200.00 NO 2 STONE | | | 0116 621-06557 2000.000 LBS | 1.98000 3960.00| 2.10000 4200.00| 2.00000 4000.00 SEED MIXTURE, T | | | 0117 720-44000 2.000 EACH | 650.00000 1300.00| 675.00000 1350.00| 500.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0118 808-75996 50.000 EACH | 11.90000 595.00| 7.50000 375.00| 14.00000 700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 5,995,957.88| $ 6,077,490.43| $ 6,112,713.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,995,957.88| $ 6,077,490.43| $ 6,112,713.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -16 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE, STEEL GIRDER | | | 0001 105-06845 LUMP | 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 500.00000 1000.00| | RADIO | | | 0003 105-08520 1.000 EACH | 500.00000 500.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 24.000 MOS | 75.00000 1800.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 24.000 MOS | 75.00000 1800.00| | RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 349292.47000 349292.47| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 69858.49000 69858.49| | CLEARING RIGHT OF WAY | | | 0014 202-02240 15247.000 SYS | 7.50000 114352.50| | PAVEMENT REMOVAL | | | 0015 202-02278 36.000 LFT | 22.00000 792.00| | CURB, CONCRETE, REMOVE | | | 0016 203-02000 5510.000 CYS | 45.00000 247950.00| | EXCAVATION, COMMON | | | 0017 203-02070 266209.000 CYS | 4.95000 1317734.55| | BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -17 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 204-02290 4.000 EACH | 1600.00000 6400.00| | SETTLEMENT PLATE | | | 0019 204-08415 4.000 EACH | 630.00000 2520.00| | STAKES, SETTLEMENT | | | 0020 205-06932 160.000 LFT | 8.90000 1424.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06933 7.000 EACH | 95.80000 670.60| | TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 5567.000 LFT | 1.26000 7014.42| | TEMPORARY SILT FENCE | | | 0023 205-06938 920.000 LFT | 11.00000 10120.00| | TEMPORARY SLOPE DRAIN | | | 0024 207-08262 27679.000 SYS | 3.30000 91340.70| | SUBGRADE TREATMENT, TYPE I | | | 0025 207-08266 2762.000 SYS | 5.30000 14638.60| | SUBGRADE TREATMENT, TYPE III | | | 0026 211-02050 7954.000 CYS | 35.00000 278390.00| | B BORROW | | | 0027 211-06467 204.000 CYS | 85.00000 17340.00| | AGGREGATE FOR END BENT BACKFILL | | | 0028 211-09264 484.900 CYS | 21.00000 10182.90| | STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09266 11348.000 CYS | 25.00000 283700.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0030 301-07448 6050.000 TON | 21.00000 127050.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 136.000 CYS | 75.00000 10200.00| | DENSE GRADED SUBBASE | | | 0032 306-08034 1627.000 SYS | 6.00000 9762.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0033 401-07334 2437.000 TON | 69.09000 168372.33| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0034 401-07403 2121.000 TON | 56.57000 119984.97| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0035 401-07408 12626.000 TON | 47.62000 601250.12| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0036 406-05520 14.900 TON | 510.45000 7605.71| | ASPHALT FOR TACK COAT | | | 0037 601-01522 6.000 EACH | 1980.00000 11880.00| | GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -18 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-94689 4.000 EACH | 2275.00000 9100.00| | GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH | 3950.00000 7900.00| | GUARDRAIL END TREATMENT, MS | | | 0040 601-99105 1469.000 LFT | 15.60000 22916.40| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99108 350.000 LFT | 22.35000 7822.50| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0042 602-06729 24.000 EACH | 14.00000 336.00| | BARRIER DELINEATOR | | | 0043 603-92636 438.000 LFT | 32.70000 14322.60| | FENCE, CHAIN LINK, 72 IN. | | | 0044 609-06259 824.000 SYS | 100.00000 82400.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0045 610-07486 580.500 TON | 107.13000 62188.97| | HMA FOR APPROACHES, TYPE A | | | 0046 611-02825 2.000 EACH | 275.00000 550.00| | MAILBOX ASSEMBLY, TRIPLE | | | 0047 611-06497 5.000 EACH | 170.00000 850.00| | MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 4.000 EACH | 225.00000 900.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06490 20.000 EACH | 125.00000 2500.00| | RIGHT OF WAY MARKER | | | 0050 615-06510 4.000 EACH | 505.00000 2020.00| | MONUMENT, C | | | 0051 616-02320 1588.000 SYS | 1.40000 2223.20| | GEOTEXTILES | | | 0052 616-06405 598.000 TON | 28.00000 16744.00| | RIPRAP, REVETMENT | | | 0053 621-01004 4.000 EACH | 2150.00000 8600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 5.400 TON | 1124.00000 6069.60| | FERTILIZER | | | 0055 621-06554 2025.000 LBS | 2.79000 5649.75| | SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -19 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-06565 27.000 TON | 316.00000 8532.00| | MULCHING MATERIAL | | | 0057 621-06567 58.330 kGAL | 1.00000 58.33| | WATER | | | 0058 621-06574 4012.000 SYS | 2.99000 11995.88| | SODDING | | | 0059 621-06575 12192.000 SYS | 2.99000 36454.08| | SODDING, NURSERY | | | 0060 628-09402 24.000 MOS | 3000.00000 72000.00| | FIELD OFFICE, B | | | 0061 701-51195 3500.000 LFT | 36.00000 126000.00| | PILE, STEEL H, HP 12" X 53 | | | 0062 701-91792 40.000 EACH | 200.00000 8000.00| | PILE TIP, STEEL H | | | 0063 702-92857 311.000 CYS | 650.00000 202150.00| | CONCRETE, C, SUBSTRUCTURE | | | 0064 703-51032 191116.000 LBS | 1.00000 191116.00| | REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 340.000 CYS | 700.00000 238000.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 8.000 EACH | 2500.00000 20000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51025 560.000 LFT | 65.00000 36400.00| | CONCRETE, C, RAILING | | | 0068 709-51821 LUMP | 8755.20000 8755.20| | SURFACE SEAL | | | 0069 711-51038 LUMP | 1138000.00000 1138000.00| | STRUCTURAL STEEL | | | 0070 711-51070 40.000 EACH | 45.00000 1800.00| | ANCHOR PLATE, AP 1 | | | 0071 715-02397 4.000 EACH | 1300.00000 5200.00| | SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0072 715-03475 23.000 EACH | 625.00000 14375.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0073 715-03584 2.000 EACH | 700.00000 1400.00| | SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0074 715-04611 1.000 EACH | 600.00000 600.00| | SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0075 715-05019 265.000 LFT | 90.00000 23850.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -20 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-05128 324.000 LFT | 125.00000 40500.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0077 715-05151 187.000 LFT | 35.00000 6545.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0078 715-05152 248.000 LFT | 38.00000 9424.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0079 715-05169 381.000 LFT | 35.00000 13335.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0080 715-05171 44.000 LFT | 42.00000 1848.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0081 715-05407 410.000 LFT | 30.00000 12300.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0082 715-06004 2.000 EACH | 1800.00000 3600.00| | CONCRETE ANCHOR, 48 IN. | | | 0083 720-06525 2.000 EACH | 1000.00000 2000.00| | CASTING, ADJUST TO GRADE, MONUMENT | | | 0084 720-45030 2.000 EACH | 1500.00000 3000.00| | INLET, E7 | | | 0085 720-45070 3.000 EACH | 2200.00000 6600.00| | INLET, P12A | | | 0086 720-94157 1.000 EACH | 2900.00000 2900.00| | MANHOLE, C | | | 0087 731-93945 17204.000 SFT | 18.00000 309672.00| | FACE PANELS, CONCRETE | | | 0088 731-93946 17204.000 SFT | 9.00000 154836.00| | WALL ERECTION | | | 0089 731-93947 740.000 LFT | 30.00000 22200.00| | LEVELING PAD, CONCRETE | | | 0090 801-04308 8.000 EACH | 450.00000 3600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06625 27.000 EACH | 80.00000 2160.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 16.000 EACH | 165.00000 2640.00| | CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP | 2500.00000 2500.00| | MAINTAINING TRAFFIC | | | 0094 801-07118 96.000 LFT | 23.00000 2208.00| | BARRICADE, III-A | | | 0095 801-07119 48.000 LFT | 22.00000 1056.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -21 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 802-05701 50.500 LFT | 13.40000 676.70| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0097 802-76025 16.500 SFT | 23.00000 379.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0098 802-76035 18.000 SFT | 18.75000 337.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0099 805-78100 1.000 EACH | 12570.91000 12570.91| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0100 805-78230 2.000 EACH | 1428.22000 2856.44| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78490 100.000 LFT | 10.34000 1034.00| | SIGNAL CABLE, 7C 14GA. | | | 0102 805-92504 5.000 EACH | 376.65000 1883.25| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0103 808-03002 112.000 LFT | 2.77000 310.24| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0104 808-03631 448.000 LFT | 2.77000 1240.96| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0105 808-03632 448.000 LFT | 2.77000 1240.96| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0106 808-06701 1415.000 LFT | 0.45000 636.75| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0107 808-06703 6469.000 LFT | 0.45000 2911.05| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0108 808-75245 4854.000 LFT | 0.45000 2184.30| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75297 35.000 LFT | 3.90000 136.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0110 808-75320 2.000 EACH | 78.00000 156.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 591 -22 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 591 CONTRACT ID : SB -28901-A COUNTIES : TIPPECANOE LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 808-75325 2.000 EACH | 86.00000 172.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0112 808-75998 82.000 EACH | 36.33000 2979.06| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0113 205-03371 60.000 CYS | 50.00000 3000.00| | SEDIMENT, REMOVE | | | 0114 205-06934 50.000 TON | 359.00000 17950.00| | TEMPORARY MULCHING | | | 0115 205-09543 200.000 TON | 75.00000 15000.00| | NO 2 STONE | | | 0116 621-06557 2000.000 LBS | 2.24000 4480.00| | SEED MIXTURE, T | | | 0117 720-44000 2.000 EACH | 650.00000 1300.00| | CASTING, ADJUST TO GRADE | | | 0118 808-75996 50.000 EACH | 35.55000 1777.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 6,985,849.49| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,985,849.49| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 601 -1 VENDOR RANKING CALL ORDER : 601 CONTRACT ID : SB -29731-A COUNTIES : LAKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9610820 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 2,153,446.87 100.0000% 2 36-2231526 WALSH CONSTR COMPANY $ 2,847,863.30 132.2467% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,692,830.01 171.4846% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 601 -2 TABULATION OF BIDS ROUTE : 312 CALL ORDER : 601 CONTRACT ID : SB -29731-A COUNTIES : LAKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114 |ELLAS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION 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 | 11845.00000 11845.00| 121899.92000 121899.92| 199000.00000 199000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 75.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 14.000 MOS | 100.00000 1400.00| 80.00000 1120.00| 75.00000 1050.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 105000.00000 105000.00| 142393.00000 142393.00| 167000.00000 167000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 21000.00000 21000.00| 28478.00000 28478.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0012 202-02274 114.000 LFT | 6.00000 684.00| 7.24000 825.36| 5.00000 570.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0013 202-05545 104.000 CYS | 48.00000 4992.00| 45.00000 4680.00| 97.50000 10140.00 REGULATED MATERIALS, DISPOSE, C | | | 0014 202-05550 104.000 CYS | 38.89000 4044.56| 45.02000 4682.08| 50.00000 5200.00 REGULATED MATERIALS, REMOVE, C | | | 0015 202-05555 104.000 CYS | 47.00000 4888.00| 84.74000 8812.96| 25.00000 2600.00 REGULATED MATERIALS, TRANSPORT, C | | | 0016 202-06578 1018.000 CYS | 47.00000 47846.00| 22.36000 22762.48| 26.75000 27231.50 CONTAMINATED SOIL, TRANSPORT | | | 0017 202-06579 1018.000 CYS | 48.00000 48864.00| 90.00000 91620.00| 50.00000 50900.00 CONTAMINATED SOIL, DISPOSE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 601 -3 TABULATION OF BIDS ROUTE : 312 CALL ORDER : 601 CONTRACT ID : SB -29731-A COUNTIES : LAKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114 |ELLAS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-06580 1018.000 CYS | 25.20000 25653.60| 37.23000 37900.14| 15.00000 15270.00 CONTAMINATED SOIL, REMOVE | | | 0019 202-07603 20.000 EACH | 675.00000 13500.00| 1500.00000 30000.00| 750.00000 15000.00 TESTING FOR WASTE, C | | | 0020 202-51330 LUMP | 369000.00000 369000.00| 270000.00000 270000.00| 575000.00000 575000.00 PRESENT STRUCTURE, REMOVE | | | 0021 202-52710 50.000 SYS | 13.40000 670.00| 10.76000 538.00| 5.00000 250.00 SIDEWALK, CONCRETE, REMOVE | | | 0022 205-06934 0.900 TON | 985.00000 886.50| 985.00000 886.50| 985.00000 886.50 TEMPORARY MULCHING | | | 0023 205-06937 162.000 LFT | 4.20000 680.40| 7.34000 1189.08| 4.18000 677.16 TEMPORARY SILT FENCE | | | 0024 206-09386 6000.000 LFT | 10.00000 60000.00| 15.91000 95460.00| 1.00000 6000.00 OIL SORBENT BOOM | | | 0025 206-09387 500.000 LFT | 23.00000 11500.00| 19.55000 9775.00| 18.00000 9000.00 TURBIDITY CURTAIN | | | 0026 206-51235 LUMP | 231000.00000 231000.00| 500000.00000 500000.00| 369000.00000 369000.00 COFFERDAM | | | 0027 210-07739 9.000 EACH | 2843.00000 25587.00| 4240.00000 38160.00| 3000.00000 27000.00 TEMPORARY , PILE STABILIZER | | | 0028 211-06467 58.000 CYS | 44.75000 2595.50| 66.29000 3844.82| 115.00000 6670.00 AGGREGATE FOR END BENT BACKFILL | | | 0029 302-07455 55.000 CYS | 48.85000 2686.75| 100.59000 5532.45| 55.00000 3025.00 DENSE GRADED SUBBASE | | | 0030 306-08034 313.000 SYS | 21.20000 6635.60| 20.00000 6260.00| 20.00000 6260.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0031 306-08043 50.000 SYS | 21.20000 1060.00| 40.25000 2012.50| 40.00000 2000.00 MILLING, TRANSITION | | | 0032 406-05521 413.000 SYS | 1.00000 413.00| 3.00000 1239.00| 3.00000 1239.00 ASPHALT FOR TACK COAT | | | 0033 601-06424 1.000 EACH | 2800.00000 2800.00| 2800.00000 2800.00| 2100.00000 2100.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-2 , MODIFIED | | | 0034 601-07607 2.000 EACH | 11450.00000 22900.00| 11450.00000 22900.00| 10100.00000 20200.00 IMPACT ATTENUATOR | | | 0035 604-91531 48.000 SYS | 107.00000 5136.00| 78.62000 3773.76| 35.00000 1680.00 SIDEWALK, CONCRETE, 4 IN. | | | 0036 605-06090 84.000 LFT | 57.00000 4788.00| 35.88000 3013.92| 20.00000 1680.00 CURB, INTEGRAL, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 601 -4 TABULATION OF BIDS ROUTE : 312 CALL ORDER : 601 CONTRACT ID : SB -29731-A COUNTIES : LAKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114 |ELLAS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 609-06259 333.200 SYS | 78.00000 25989.60| 130.43000 43459.28| 150.00000 49980.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0038 610-07488 37.000 TON | 275.00000 10175.00| 185.00000 6845.00| 185.00000 6845.00 HMA FOR APPROACHES, TYPE C | | | 0039 616-02320 1484.000 SYS | 2.50000 3710.00| 2.24000 3324.16| 1.85000 2745.40 GEOTEXTILES | | | 0040 616-06405 1014.000 TON | 48.60000 49280.40| 46.44000 47090.16| 30.00000 30420.00 RIPRAP, REVETMENT | | | 0041 621-01004 1.000 EACH | 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 1.000 TON | 985.00000 985.00| 985.00000 985.00| 985.00000 985.00 FERTILIZER | | | 0043 621-06557 7.000 LBS | 73.00000 511.00| 73.00000 511.00| 73.00000 511.00 SEED MIXTURE, T | | | 0044 621-06567 1.000 kGAL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 WATER | | | 0045 621-06575 219.000 SYS | 15.65000 3427.35| 16.65000 3646.35| 15.65000 3427.35 SODDING, NURSERY | | | 0046 628-09402 7.000 MOS | 2500.00000 17500.00| 2677.14000 18739.98| 1800.00000 12600.00 FIELD OFFICE, B | | | 0047 701-06011 1.000 EACH | 2000.00000 2000.00| 5010.74000 5010.74| 780.00000 780.00 DYNAMIC PILE LOAD TEST | | | 0048 701-06012 1.000 EACH | 2000.00000 2000.00| 2583.94000 2583.94| 1200.00000 1200.00 TEST PILE, RESTRIKE | | | 0049 701-06027 1.000 EACH | 2000.00000 2000.00| 2426.79000 2426.79| 1900.00000 1900.00 TEST PILE | | | 0050 701-51195 3942.000 LFT | 51.40000 202618.80| 34.02000 134106.84| 20.00000 78840.00 PILE, STEEL H, HP 12" X 53 | | | 0051 702-51005 233.200 CYS | 650.00000 151580.00| 629.65000 146834.38| 780.00000 181896.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 16.200 CYS | 550.00000 8910.00| 810.95000 13137.39| 450.00000 7290.00 CONCRETE, B, FOOTINGS | | | 0053 703-01540 118.000 EACH | 10.00000 1180.00| 34.50000 4071.00| 25.00000 2950.00 THREADED TIE BAR ASSEMBLY | | | 0054 703-06028 22880.000 LBS | 0.83000 18990.40| 0.71000 16244.80| 1.00000 22880.00 REINFORCING BARS | | | 0055 703-06029 136133.000 LBS | 0.92000 125242.36| 0.77000 104822.41| 1.50000 204199.50 REINFORCING BARS, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 601 -5 TABULATION OF BIDS ROUTE : 312 CALL ORDER : 601 CONTRACT ID : SB -29731-A COUNTIES : LAKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114 |ELLAS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 703-97936 40.000 EACH | 18.80000 752.00| 34.50000 1380.00| 25.00000 1000.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0057 704-51002 454.400 CYS | 550.00000 249920.00| 800.00000 363520.00| 1000.00000 454400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-06342 311.000 LFT | 65.00000 20215.00| 65.00000 20215.00| 84.00000 26124.00 RAILING, PS-1 | | | 0059 706-06353 2.000 EACH | 2070.00000 4140.00| 2993.20000 5986.40| 3500.00000 7000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0060 706-06353 2.000 EACH | 2070.00000 4140.00| 2209.65000 4419.30| 3500.00000 7000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 , MODIFIED | | | 0061 706-51020 18.200 CYS | 530.00000 9646.00| 1220.01000 22204.18| 2000.00000 36400.00 CONCRETE, C, RAILING | | | 0062 707-05983 1160.000 LFT | 127.00000 147320.00| 250.00000 290000.00| 600.00000 696000.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0063 709-51821 LUMP | 9300.00000 9300.00| 9300.00000 9300.00| 9720.00000 9720.00 SURFACE SEAL | | | 0064 711-51070 32.000 EACH | 25.00000 800.00| 167.33000 5354.56| 75.00000 2400.00 ANCHOR PLATE, AP 1 | | | 0065 714-44240 13.000 CYS | 650.00000 8450.00| 368.86000 4795.18| 125.00000 1625.00 CONCRETE, A, STRUCTURES | | | 0066 715-05407 160.000 LFT | 6.00000 960.00| 6.69000 1070.40| 8.00000 1280.00 PIPE, END BENT DRAIN, 6 IN. | | | 0067 801-03290 2.000 EACH | 160.00000 320.00| 242.02000 484.04| 160.00000 320.00 CONSTRUCTION SIGN, C | | | 0068 801-06207 7100.000 LFT | 0.95000 6745.00| 1.44000 10224.00| 0.95000 6745.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0069 801-06213 1.000 EACH | 225.00000 225.00| 340.34000 340.34| 225.00000 225.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (RXR) | | | 0070 801-06640 18.000 EACH | 120.00000 2160.00| 181.52000 3267.36| 120.00000 2160.00 CONSTRUCTION SIGN, A | | | 0071 801-06645 5.000 EACH | 46.00000 230.00| 69.58000 347.90| 46.00000 230.00 CONSTRUCTION SIGN, B | | | 0072 801-06710 220.000 DAY | 6.00000 1320.00| 9.08000 1997.60| 6.00000 1320.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 601 -6 TABULATION OF BIDS ROUTE : 312 CALL ORDER : 601 CONTRACT ID : SB -29731-A COUNTIES : LAKE LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114 |ELLAS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 801-06775 LUMP | 6800.00000 6800.00| 50000.00000 50000.00| 250000.00000 250000.00 MAINTAINING TRAFFIC | | | 0074 801-07119 36.000 LFT | 9.25000 333.00| 13.99000 503.64| 9.25000 333.00 BARRICADE, III-B | | | 0075 801-08508 403.000 LFT | 24.15000 9732.45| 57.61000 23216.83| 29.00000 11687.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0076 802-94715 LUMP | 250.00000 250.00| 5000.00000 5000.00| 500.00000 500.00 SIGNS, SHEET, REMOVE AND RESET | | | 0077 808-03002 94.000 LFT | 1.50000 141.00| 2.27000 213.38| 1.50000 141.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0078 808-03632 376.000 LFT | 1.50000 564.00| 2.27000 853.52| 1.50000 564.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0079 808-04298 4.000 EACH | 235.00000 940.00| 355.47000 1421.88| 235.00000 940.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0080 808-06701 956.000 LFT | 0.50000 478.00| 0.76000 726.56| 0.50000 478.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0081 808-06716 2280.000 LFT | 0.27000 615.60| 0.41000 934.80| 0.27000 615.60 LINE, REMOVE | | | 0082 808-75245 3824.000 LFT | 0.50000 1912.00| 0.76000 2906.24| 0.50000 1912.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 2,153,446.87| $ 2,847,863.30| $ 3,692,830.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,153,446.87| $ 2,847,863.30| $ 3,692,830.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -1 VENDOR RANKING CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : 63 HENDRICKS OTHERS CONTRACT TIME : 11/15/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0200606 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-1460460 MEADE ELECTRIC CO $ 3,592,423.77 100.0000% 2 35-0821499 JAMES H DREW CORPORATION $ 3,886,842.00 108.1955% 3 06-1675328 MARTELL ELECTRIC LLC $ 4,570,977.20 127.2394% 4 36-2066660 DIVANE BROTHERS ELECTRIC $ 4,942,783.00 137.5891% 5 20-3074609 G U Y CONSTRUCTION LLC $ 5,154,617.75 143.4858% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -2 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-1460460 |( 2 ) 35-0821499 |( 3 ) 06-1675328 |MEADE ELECTRIC CO |JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM | | | 0002 105-06899 15.000 EACH | 3725.00000 55875.00| 3217.00000 48255.00| 3600.00000 54000.00 RADIO , AP DUAL RADIO | | | 0003 105-08520 2.000 EACH | 25.00000 50.00| 400.00000 800.00| 50.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 125.00000 2250.00| 75.00000 1350.00| 100.00000 1800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 210000.00000 210000.00| 190052.00000 190052.00| 200000.00000 200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-96531 4.000 LFT | 165.00000 660.00| 21.00000 84.00| 100.00000 400.00 FENCE, RIGHT-OF-WAY, REMOVE | | | 0012 203-02020 963.000 CYS | 32.00000 30816.00| 42.00000 40446.00| 35.00000 33705.00 EXCAVATION, UNCLASSIFIED | | | 0013 210-05106 18.000 EACH | 276.00000 4968.00| 1932.00000 34776.00| 400.00000 7200.00 CONCRETE STANDING PAD, 3 FT X 4.5 FT | | | 0014 210-07239 2.000 EACH | 11600.00000 23200.00| 11883.00000 23766.00| 6500.00000 13000.00 SPUR , HIGH-SPEED RELAY | | | 0015 210-07239 25.000 EACH | 1160.00000 29000.00| 1773.00000 44325.00| 4400.00000 110000.00 SPUR , LOW POWER | | | 0016 210-07239 16.000 EACH | 3520.00000 56320.00| 3242.00000 51872.00| 3600.00000 57600.00 SPUR HIGH-SPEED, BASE STATION | | | 0017 210-07239 7.000 EACH | 2530.00000 17710.00| 1773.00000 12411.00| 6000.00000 42000.00 SPUR HIGH-SPEED, REMOTE UNIT | | | 0018 210-07244 24.000 EACH | 9.35000 224.40| 17.50000 420.00| 24.00000 576.00 CROSSOVER PATCH CABLES, 5 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -3 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-1460460 |( 2 ) 35-0821499 |( 3 ) 06-1675328 |MEADE ELECTRIC CO |JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 210-07801 1.000 EACH | 1500.00000 1500.00| 421.00000 421.00| 500.00000 500.00 CABINET REMOVAL | | | 0020 210-07809 6.000 EACH | 1855.00000 11130.00| 1909.00000 11454.00| 3200.00000 19200.00 FIBER GBIC CARD, LONG RANGE | | | 0021 210-07809 1.000 EACH | 1840.00000 1840.00| 1853.00000 1853.00| 3000.00000 3000.00 FIBER GBIC CARD, LONG RANGE, SPARE | | | 0022 210-07809 28.000 EACH | 626.70000 17547.60| 682.00000 19096.00| 720.00000 20160.00 FIBER GBIC CARD, MEDIUM RANGE | | | 0023 210-07809 3.000 EACH | 611.00000 1833.00| 626.00000 1878.00| 700.00000 2100.00 FIBER GBIC CARD, MEDIUM RANGE, SPARE | | | 0026 210-08571 14.000 EACH | 3910.00000 54740.00| 3660.00000 51240.00| 6000.00000 84000.00 AFP AV | | | 0027 210-08571 17.000 EACH | 3527.00000 59959.00| 3413.00000 58021.00| 4000.00000 68000.00 AFP JR | | | 0028 210-08577 17.000 EACH | 10195.00000 173315.00| 9358.00000 159086.00| 12500.00000 212500.00 SOLAR ARRAY ASSEMBLY | | | 0029 210-09628 151.000 EACH | 19.85000 2997.35| 20.00000 3020.00| 25.00000 3775.00 OUTDOOR ETHERNET PATCH CORD, 10 FT. | | | 0030 210-09628 17.000 EACH | 37.86000 643.62| 27.50000 467.50| 40.00000 680.00 OUTDOOR ETHERNET PATCH CORD, 40 FT. | | | 0031 210-09628 27.000 EACH | 47.75000 1289.25| 31.50000 850.50| 50.00000 1350.00 OUTDOOR ETHERNET PATCH CORD, 60 FT. | | | 0032 210-09629 2.000 EACH | 960.00000 1920.00| 589.00000 1178.00| 1750.00000 3500.00 CELL TOWER CCTV ASSEMBLY, REMOVAL | | | 0033 210-09629 1.000 EACH | 5000.00000 5000.00| 6881.00000 6881.00| 7500.00000 7500.00 CELL TOWER SAFETY RAILING | | | 0034 303-01180 507.000 TON | 29.20000 14804.40| 47.50000 24082.50| 48.00000 24336.00 COMPACTED AGGREGATE, NO. 53 | | | 0035 303-04489 834.000 TON | 33.10000 27605.40| 47.50000 39615.00| 45.00000 37530.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0036 603-01752 10.000 EACH | 705.00000 7050.00| 975.00000 9750.00| 800.00000 8000.00 FENCE GATE, CHAIN LINK, 96 IN. X 5 FT. | | | 0037 603-01932 560.000 LFT | 55.82000 31259.20| 53.00000 29680.00| 70.00000 39200.00 FENCE, CHAIN LINK, 96 IN. | | | 0038 603-93513 1.000 EACH | 662.00000 662.00| 815.00000 815.00| 750.00000 750.00 FENCE GATE, PEDESTRIAN, 4 FT. | | | 0039 616-09395 1840.000 SYS | 5.30000 9752.00| 6.50000 11960.00| 3.00000 5520.00 GEOMEMBRANE , FILTER FABRIC | | | 0040 621-01004 1.000 EACH | 575.00000 575.00| 2625.00000 2625.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -4 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-1460460 |( 2 ) 35-0821499 |( 3 ) 06-1675328 |MEADE ELECTRIC CO |JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06560 894.000 SYS | 1.50000 1341.00| 1.50000 1341.00| 1.40000 1251.60 MULCHED SEEDING, U | | | 0042 628-09402 18.000 MOS | 1350.00000 24300.00| 1.00000 18.00| 1500.00000 27000.00 FIELD OFFICE, B | | | 0043 715-05173 120.000 LFT | 60.20000 7224.00| 73.50000 8820.00| 100.00000 12000.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0044 715-46020 3.000 EACH | 402.00000 1206.00| 1050.00000 3150.00| 1000.00000 3000.00 PIPE END SECTION, 24 IN. | | | 0045 715-97688 3.000 EACH | 930.00000 2790.00| 10500.00000 31500.00| 10500.00000 31500.00 GRATED BOX END SECTION, II, 10:1, 24 IN | | | 0046 732-04985 30.000 EACH | 2540.00000 76200.00| 3445.00000 103350.00| 3600.00000 108000.00 VAULT , ATMS | | | 0047 801-06775 LUMP | 85000.00000 85000.00| 76807.00000 76807.00| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0048 805-01439 33.000 EACH | 5600.00000 184800.00| 5893.00000 194469.00| 5500.00000 181500.00 MICROWAVE DETECTOR | | | 0050 805-04970 1116.000 EACH | 6.80000 7588.80| 99.50000 111042.00| 40.00000 44640.00 FIBER OPTIC FUSION SPLICE | | | 0051 805-04970 10.000 EACH | 480.00000 4800.00| 596.00000 5960.00| 800.00000 8000.00 FIBER OPTIC ITS DROP CABLE ASSEMBLY, 6 | | | FIBER | | | 0052 805-04970 84.000 EACH | 40.60000 3410.40| 43.50000 3654.00| 55.00000 4620.00 FIBER OPTIC PATCH CORD, LC-SC, 5 FT. | | | 0053 805-04970 17.000 EACH | 770.00000 13090.00| 905.00000 15385.00| 750.00000 12750.00 FIBER OPTIC SPLICE ENCLOSURE, | | | UNDERGROUND | | | 0054 805-04973 473.000 LFT | 1.27000 600.71| 1.60000 756.80| 2.40000 1135.20 CONDUIT , 2 IN., HDPE, IN TRENCH | | | 0055 805-04973 5227.000 LFT | 5.73000 29950.71| 6.00000 31362.00| 7.20000 37634.40 CONDUIT , 2 IN., HDPE, TRENCH | | | 0056 805-04973 3490.000 LFT | 20.75000 72417.50| 21.50000 75035.00| 26.00000 90740.00 CONDUIT , 2 IN., RGS, ATTACHED | | | 0057 805-04973 1002.000 LFT | 8.09000 8106.18| 39.00000 39078.00| 16.00000 16032.00 CONDUIT , 2 IN., RGS, DIRECTIONAL DRILL | | | 0058 805-04973 56168.000 LFT | 6.20000 348241.60| 8.00000 449344.00| 8.50000 477428.00 CONDUIT , 4 IN., HDPE, TRENCH | | | 0059 805-04973 5540.000 LFT | 16.65000 92241.00| 24.00000 132960.00| 28.00000 155120.00 CONDUIT , 4 IN., RGS, DIRECTIONAL DRILL | | | 0060 805-06114 3.000 EACH | 160.00000 480.00| 300.00000 900.00| 550.00000 1650.00 ANTENNA , SPLITTER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -5 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-1460460 |( 2 ) 35-0821499 |( 3 ) 06-1675328 |MEADE ELECTRIC CO |JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 805-06128 14.000 EACH | 16000.00000 224000.00| 10309.00000 144326.00| 15000.00000 210000.00 CCTV ASSEMBLY | | | 0062 805-06997 14.000 EACH | 1125.00000 15750.00| 1271.00000 17794.00| 1500.00000 21000.00 CAMERA INTERFACE, RACK MOUNT | | | 0063 805-07074 1.000 EACH | 11015.00000 11015.00| 13647.00000 13647.00| 12800.00000 12800.00 ITS CONTROLLER CABINET | | | 0064 805-07074 12.000 EACH | 3765.00000 45180.00| 3665.00000 43980.00| 3400.00000 40800.00 ITS CONTROLLER CABINET , CAMERA TOWER | | | MOUNTED | | | 0065 805-07074 17.000 EACH | 3490.00000 59330.00| 3159.00000 53703.00| 3200.00000 54400.00 ITS CONTROLLER CABINET POLE MOUNTED | | | 0066 805-07075 1.000 EACH | 2800.00000 2800.00| 2317.00000 2317.00| 850.00000 850.00 ITS CABINET FOUNDATION | | | 0067 805-07812 12.000 EACH | 3275.00000 39300.00| 1.10000 13.20| 1000.00000 12000.00 LIGHTNING PROTECTION | | | 0068 805-09343 6.000 EACH | 22000.00000 132000.00| 20296.00000 121776.00| 35000.00000 210000.00 ITS CORE SWITCH | | | 0069 805-09343 3.000 EACH | 1655.00000 4965.00| 1799.00000 5397.00| 4750.00000 14250.00 ITS , FIELD RELAY SWITCH | | | 0070 805-09343 15.000 EACH | 690.00000 10350.00| 840.00000 12600.00| 4780.00000 71700.00 ITS FIELD SWITCH | | | 0071 805-09343 19.000 EACH | 375.00000 7125.00| 765.00000 14535.00| 280.00000 5320.00 ITS , FIELD UPS | | | 0072 805-86900 3.000 EACH | 1000.00000 3000.00| 970.00000 2910.00| 1000.00000 3000.00 JUNCTION BOX | | | 0073 805-94971 69155.000 LFT | 1.86000 128628.30| 2.10000 145225.50| 2.60000 179803.00 FIBER OPTICS CABLE 96 FIBERS | | | 0074 805-94971 15675.000 LFT | 2.82000 44203.50| 2.90000 45457.50| 2.80000 43890.00 FIBER OPTICS CABLE 96 FIBERS, ARMORED, | | | DIRECT BURIED | | | 0075 807-04651 7695.000 LFT | 7.70000 59251.50| 7.00000 53865.00| 2.30000 17698.50 WIRE , 3 XHHW, NO. 2, COPPER | | | 0076 807-04651 7695.000 LFT | 1.42000 10926.90| 4.20000 32319.00| 1.10000 8464.50 WIRE , 1 XHHW, NO. 6, COPPER | | | 0077 807-04652 12.000 EACH | 3475.00000 41700.00| 3720.00000 44640.00| 3450.00000 41400.00 SERVICE POINT , ATMS | | | 0078 807-04652 6.000 EACH | 2415.00000 14490.00| 2389.00000 14334.00| 2000.00000 12000.00 SERVICE POINT , ATMS, DISCONNECT ONLY | | | 0079 807-04653 18.000 EACH | 1270.00000 22860.00| 2400.00000 43200.00| 3200.00000 57600.00 LIGHTING FOUNDATION 2.5 FT. X 13 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -6 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-1460460 |( 2 ) 35-0821499 |( 3 ) 06-1675328 |MEADE ELECTRIC CO |JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 807-04654 18.000 EACH | 2360.00000 42480.00| 5800.00000 104400.00| 3500.00000 63000.00 LIGHT POLE , ROADWAY, 40 FT. | | | 0081 807-04967 3184.000 LFT | 4.45000 14168.80| 3.00000 9552.00| 32.00000 101888.00 CABLE ANTENNA | | | 0082 807-05072 2.000 EACH | 65000.00000 130000.00| 46960.00000 93920.00| 60000.00000 120000.00 TOWER , 120 ft. | | | 0083 807-05072 2.000 EACH | 39500.00000 79000.00| 33962.00000 67924.00| 42500.00000 85000.00 TOWER , 50 ft. | | | 0084 807-05072 8.000 EACH | 47000.00000 376000.00| 36657.00000 293256.00| 50000.00000 400000.00 TOWER , 80 ft. | | | 0085 807-78590 172.000 EACH | 790.00000 135880.00| 988.00000 169936.00| 1000.00000 172000.00 HANDHOLE , ATMS | | | 0086 807-86955 237.000 EACH | 105.00000 24885.00| 255.00000 60435.00| 60.00000 14220.00 CABLE DUCT MARKER | | | 0087 105-09542 LUMP | 9500.00000 9500.00| 8600.00000 8600.00| 15000.00000 15000.00 UTILITY RELOCATION ENGINEERING | | | 0088 210-07809 4.000 EACH | 2265.00000 9060.00| 2569.00000 10276.00| 550.00000 2200.00 FIBER , PATCH PANEL ASSEMBLY | | | 0089 805-94971 18545.000 LFT | 2.05000 38017.25| 2.90000 53780.50| 3.00000 55635.00 FIBER OPTICS CABLE , 96 FIBERS, ARMORED | | | IN CONDUIT | | | 0090 210-07809 48.000 EACH | 37.05000 1778.40| 47.00000 2256.00| 50.00000 2400.00 FIBER , OPTIC PATCH CORD LC-LC | | | MULTIMODE, 3-M | | | 0091 210-07809 8.000 EACH | 1975.00000 15800.00| 1786.00000 14288.00| 2950.00000 23600.00 FIBER , GBIC CARD EXTENDED RANGE | | | 0092 210-07809 1.000 EACH | 1960.00000 1960.00| 1784.00000 1784.00| 2950.00000 2950.00 FIBER , GBIC CARD, EXTENDED RANGE SPARE | | | 0093 210-07809 24.000 EACH | 260.00000 6240.00| 315.00000 7560.00| 370.00000 8880.00 FIBER , GBIC CARD, SHORT RANGE | | | 0094 210-07809 2.000 EACH | 245.00000 490.00| 259.00000 518.00| 370.00000 740.00 FIBER , GBIC CARD, SHORT RANGE SPARE | | | 0095 807-87085 100.000 HRS | 100.00000 10000.00| 88.50000 8850.00| 100.00000 10000.00 ELECTRICIAN | | | SECTION TOTALS | $ 3,592,423.77| $ 3,886,842.00| $ 4,570,977.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,592,423.77| $ 3,886,842.00| $ 4,570,977.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -7 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2066660 |( 5 ) 20-3074609 |( ) |DIVANE BROTHERS ELECTRIC |G U Y CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM | | | 0002 105-06899 15.000 EACH | 4000.00000 60000.00| 1800.00000 27000.00| RADIO , AP DUAL RADIO | | | 0003 105-08520 2.000 EACH | 100.00000 200.00| 750.00000 1500.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 100.00000 1800.00| 350.00000 6300.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 240000.00000 240000.00| 260000.00000 260000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 202-96531 4.000 LFT | 150.00000 600.00| 26.00000 104.00| FENCE, RIGHT-OF-WAY, REMOVE | | | 0012 203-02020 963.000 CYS | 22.00000 21186.00| 45.00000 43335.00| EXCAVATION, UNCLASSIFIED | | | 0013 210-05106 18.000 EACH | 908.00000 16344.00| 300.00000 5400.00| CONCRETE STANDING PAD, 3 FT X 4.5 FT | | | 0014 210-07239 2.000 EACH | 10000.00000 20000.00| 11000.00000 22000.00| SPUR , HIGH-SPEED RELAY | | | 0015 210-07239 25.000 EACH | 2000.00000 50000.00| 5600.00000 140000.00| SPUR , LOW POWER | | | 0016 210-07239 16.000 EACH | 3500.00000 56000.00| 5600.00000 89600.00| SPUR HIGH-SPEED, BASE STATION | | | 0017 210-07239 7.000 EACH | 3000.00000 21000.00| 5600.00000 39200.00| SPUR HIGH-SPEED, REMOTE UNIT | | | 0018 210-07244 24.000 EACH | 20.00000 480.00| 38.00000 912.00| CROSSOVER PATCH CABLES, 5 FT. | | | 0019 210-07801 1.000 EACH | 1500.00000 1500.00| 750.00000 750.00| CABINET REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -8 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2066660 |( 5 ) 20-3074609 |( ) |DIVANE BROTHERS ELECTRIC |G U Y CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-07809 6.000 EACH | 2000.00000 12000.00| 1700.00000 10200.00| FIBER GBIC CARD, LONG RANGE | | | 0021 210-07809 1.000 EACH | 4000.00000 4000.00| 1450.00000 1450.00| FIBER GBIC CARD, LONG RANGE, SPARE | | | 0022 210-07809 28.000 EACH | 3000.00000 84000.00| 750.00000 21000.00| FIBER GBIC CARD, MEDIUM RANGE | | | 0023 210-07809 3.000 EACH | 2000.00000 6000.00| 475.00000 1425.00| FIBER GBIC CARD, MEDIUM RANGE, SPARE | | | 0026 210-08571 14.000 EACH | 9000.00000 126000.00| 4250.00000 59500.00| AFP AV | | | 0027 210-08571 17.000 EACH | 10000.00000 170000.00| 4000.00000 68000.00| AFP JR | | | 0028 210-08577 17.000 EACH | 13000.00000 221000.00| 14000.00000 238000.00| SOLAR ARRAY ASSEMBLY | | | 0029 210-09628 151.000 EACH | 35.00000 5285.00| 40.00000 6040.00| OUTDOOR ETHERNET PATCH CORD, 10 FT. | | | 0030 210-09628 17.000 EACH | 150.00000 2550.00| 48.00000 816.00| OUTDOOR ETHERNET PATCH CORD, 40 FT. | | | 0031 210-09628 27.000 EACH | 180.00000 4860.00| 53.00000 1431.00| OUTDOOR ETHERNET PATCH CORD, 60 FT. | | | 0032 210-09629 2.000 EACH | 1200.00000 2400.00| 1500.00000 3000.00| CELL TOWER CCTV ASSEMBLY, REMOVAL | | | 0033 210-09629 1.000 EACH | 1400.00000 1400.00| 7500.00000 7500.00| CELL TOWER SAFETY RAILING | | | 0034 303-01180 507.000 TON | 28.00000 14196.00| 54.00000 27378.00| COMPACTED AGGREGATE, NO. 53 | | | 0035 303-04489 834.000 TON | 35.00000 29190.00| 56.25000 46912.50| COMPACTED CRUSHED AGGREGATE, 8 | | | 0036 603-01752 10.000 EACH | 900.00000 9000.00| 850.00000 8500.00| FENCE GATE, CHAIN LINK, 96 IN. X 5 FT. | | | 0037 603-01932 560.000 LFT | 75.00000 42000.00| 70.00000 39200.00| FENCE, CHAIN LINK, 96 IN. | | | 0038 603-93513 1.000 EACH | 850.00000 850.00| 750.00000 750.00| FENCE GATE, PEDESTRIAN, 4 FT. | | | 0039 616-09395 1840.000 SYS | 5.50000 10120.00| 10.00000 18400.00| GEOMEMBRANE , FILTER FABRIC | | | 0040 621-01004 1.000 EACH | 600.00000 600.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -9 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2066660 |( 5 ) 20-3074609 |( ) |DIVANE BROTHERS ELECTRIC |G U Y CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06560 894.000 SYS | 1.50000 1341.00| 1.50000 1341.00| MULCHED SEEDING, U | | | 0042 628-09402 18.000 MOS | 1600.00000 28800.00| 1700.00000 30600.00| FIELD OFFICE, B | | | 0043 715-05173 120.000 LFT | 42.00000 5040.00| 52.00000 6240.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0044 715-46020 3.000 EACH | 2400.00000 7200.00| 600.00000 1800.00| PIPE END SECTION, 24 IN. | | | 0045 715-97688 3.000 EACH | 2200.00000 6600.00| 9800.00000 29400.00| GRATED BOX END SECTION, II, 10:1, 24 IN | | | 0046 732-04985 30.000 EACH | 2900.00000 87000.00| 5000.00000 150000.00| VAULT , ATMS | | | 0047 801-06775 LUMP | 75000.00000 75000.00| 300000.00000 300000.00| MAINTAINING TRAFFIC | | | 0048 805-01439 33.000 EACH | 8000.00000 264000.00| 6800.00000 224400.00| MICROWAVE DETECTOR | | | 0050 805-04970 1116.000 EACH | 15.00000 16740.00| 32.00000 35712.00| FIBER OPTIC FUSION SPLICE | | | 0051 805-04970 10.000 EACH | 300.00000 3000.00| 200.00000 2000.00| FIBER OPTIC ITS DROP CABLE ASSEMBLY, 6 | | | FIBER | | | 0052 805-04970 84.000 EACH | 45.00000 3780.00| 65.00000 5460.00| FIBER OPTIC PATCH CORD, LC-SC, 5 FT. | | | 0053 805-04970 17.000 EACH | 5000.00000 85000.00| 1000.00000 17000.00| FIBER OPTIC SPLICE ENCLOSURE, | | | UNDERGROUND | | | 0054 805-04973 473.000 LFT | 4.00000 1892.00| 8.50000 4020.50| CONDUIT , 2 IN., HDPE, IN TRENCH | | | 0055 805-04973 5227.000 LFT | 6.00000 31362.00| 10.00000 52270.00| CONDUIT , 2 IN., HDPE, TRENCH | | | 0056 805-04973 3490.000 LFT | 19.00000 66310.00| 35.00000 122150.00| CONDUIT , 2 IN., RGS, ATTACHED | | | 0057 805-04973 1002.000 LFT | 17.00000 17034.00| 15.50000 15531.00| CONDUIT , 2 IN., RGS, DIRECTIONAL DRILL | | | 0058 805-04973 56168.000 LFT | 9.00000 505512.00| 14.25000 800394.00| CONDUIT , 4 IN., HDPE, TRENCH | | | 0059 805-04973 5540.000 LFT | 30.00000 166200.00| 27.25000 150965.00| CONDUIT , 4 IN., RGS, DIRECTIONAL DRILL | | | 0060 805-06114 3.000 EACH | 150.00000 450.00| 375.00000 1125.00| ANTENNA , SPLITTER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -10 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2066660 |( 5 ) 20-3074609 |( ) |DIVANE BROTHERS ELECTRIC |G U Y CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 805-06128 14.000 EACH | 8500.00000 119000.00| 15500.00000 217000.00| CCTV ASSEMBLY | | | 0062 805-06997 14.000 EACH | 1700.00000 23800.00| 1100.00000 15400.00| CAMERA INTERFACE, RACK MOUNT | | | 0063 805-07074 1.000 EACH | 12000.00000 12000.00| 12500.00000 12500.00| ITS CONTROLLER CABINET | | | 0064 805-07074 12.000 EACH | 4000.00000 48000.00| 3500.00000 42000.00| ITS CONTROLLER CABINET , CAMERA TOWER | | | MOUNTED | | | 0065 805-07074 17.000 EACH | 3000.00000 51000.00| 3100.00000 52700.00| ITS CONTROLLER CABINET POLE MOUNTED | | | 0066 805-07075 1.000 EACH | 3000.00000 3000.00| 1500.00000 1500.00| ITS CABINET FOUNDATION | | | 0067 805-07812 12.000 EACH | 2000.00000 24000.00| 3000.00000 36000.00| LIGHTNING PROTECTION | | | 0068 805-09343 6.000 EACH | 20000.00000 120000.00| 9500.00000 57000.00| ITS CORE SWITCH | | | 0069 805-09343 3.000 EACH | 2500.00000 7500.00| 3500.00000 10500.00| ITS , FIELD RELAY SWITCH | | | 0070 805-09343 15.000 EACH | 500.00000 7500.00| 3000.00000 45000.00| ITS FIELD SWITCH | | | 0071 805-09343 19.000 EACH | 300.00000 5700.00| 400.00000 7600.00| ITS , FIELD UPS | | | 0072 805-86900 3.000 EACH | 950.00000 2850.00| 1500.00000 4500.00| JUNCTION BOX | | | 0073 805-94971 69155.000 LFT | 2.00000 138310.00| 1.75000 121021.25| FIBER OPTICS CABLE 96 FIBERS | | | 0074 805-94971 15675.000 LFT | 12.00000 188100.00| 7.50000 117562.50| FIBER OPTICS CABLE 96 FIBERS, ARMORED, | | | DIRECT BURIED | | | 0075 807-04651 7695.000 LFT | 7.00000 53865.00| 7.50000 57712.50| WIRE , 3 XHHW, NO. 2, COPPER | | | 0076 807-04651 7695.000 LFT | 2.00000 15390.00| 1.40000 10773.00| WIRE , 1 XHHW, NO. 6, COPPER | | | 0077 807-04652 12.000 EACH | 2000.00000 24000.00| 3200.00000 38400.00| SERVICE POINT , ATMS | | | 0078 807-04652 6.000 EACH | 2000.00000 12000.00| 2600.00000 15600.00| SERVICE POINT , ATMS, DISCONNECT ONLY | | | 0079 807-04653 18.000 EACH | 2000.00000 36000.00| 1850.00000 33300.00| LIGHTING FOUNDATION 2.5 FT. X 13 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 621 -11 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 621 CONTRACT ID : ST -29054-A COUNTIES : BOONE HAMILTON LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT HENDRICKS OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2066660 |( 5 ) 20-3074609 |( ) |DIVANE BROTHERS ELECTRIC |G U Y CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 807-04654 18.000 EACH | 6500.00000 117000.00| 8000.00000 144000.00| LIGHT POLE , ROADWAY, 40 FT. | | | 0081 807-04967 3184.000 LFT | 4.00000 12736.00| 6.50000 20696.00| CABLE ANTENNA | | | 0082 807-05072 2.000 EACH | 110000.00000 220000.00| 65000.00000 130000.00| TOWER , 120 ft. | | | 0083 807-05072 2.000 EACH | 50000.00000 100000.00| 38000.00000 76000.00| TOWER , 50 ft. | | | 0084 807-05072 8.000 EACH | 60000.00000 480000.00| 48000.00000 384000.00| TOWER , 80 ft. | | | 0085 807-78590 172.000 EACH | 1000.00000 172000.00| 1250.00000 215000.00| HANDHOLE , ATMS | | | 0086 807-86955 237.000 EACH | 85.00000 20145.00| 100.00000 23700.00| CABLE DUCT MARKER | | | 0087 105-09542 LUMP | 25000.00000 25000.00| 12000.00000 12000.00| UTILITY RELOCATION ENGINEERING | | | 0088 210-07809 4.000 EACH | 7000.00000 28000.00| 1100.00000 4400.00| FIBER , PATCH PANEL ASSEMBLY | | | 0089 805-94971 18545.000 LFT | 12.00000 222540.00| 1.90000 35235.50| FIBER OPTICS CABLE , 96 FIBERS, ARMORED | | | IN CONDUIT | | | 0090 210-07809 48.000 EACH | 40.00000 1920.00| 50.00000 2400.00| FIBER , OPTIC PATCH CORD LC-LC | | | MULTIMODE, 3-M | | | 0091 210-07809 8.000 EACH | 2500.00000 20000.00| 3900.00000 31200.00| FIBER , GBIC CARD EXTENDED RANGE | | | 0092 210-07809 1.000 EACH | 2000.00000 2000.00| 3600.00000 3600.00| FIBER , GBIC CARD, EXTENDED RANGE SPARE | | | 0093 210-07809 24.000 EACH | 600.00000 14400.00| 900.00000 21600.00| FIBER , GBIC CARD, SHORT RANGE | | | 0094 210-07809 2.000 EACH | 350.00000 700.00| 600.00000 1200.00| FIBER , GBIC CARD, SHORT RANGE SPARE | | | 0095 807-87085 100.000 HRS | 75.00000 7500.00| 65.00000 6500.00| ELECTRICIAN | | | SECTION TOTALS | $ 4,942,783.00| $ 5,154,617.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,942,783.00| $ 5,154,617.75| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 631 -1 VENDOR RANKING CALL ORDER : 631 CONTRACT ID : ST -30307-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710150 0710151 0710152 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 4,750,221.51 100.0000% 2 38-2932367 RMD HOLDINGS LTD $ 4,909,585.95 103.3549% 3 35-1955595 TEAM CONTRACTING LLC $ 5,088,671.42 107.1249% 4 35-1128289 BEATY CONSTRUCTION INC $ 5,143,583.56 108.2809% 5 35-2110733 SPECIALTIES COMPANY LLC $ 5,275,036.80 111.0482% 6 35-0821499 JAMES H DREW CORPORATION $ 5,810,718.00 122.3252% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 631 -2 TABULATION OF BIDS ROUTE : 65, 64, 265 CALL ORDER : 631 CONTRACT ID : ST -30307-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1487672 |( 2 ) 38-2932367 |( 3 ) 35-1955595 |MAC CONSTRUCTION & EXCAVATIN |RMD HOLDINGS LTD |TEAM CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL NEW GUARDRAIL | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 42716.00000 42716.00| 70000.00000 70000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 175.00000 525.00| 300.00000 900.00| 130.00000 390.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 21.000 MOS | 100.00000 2100.00| 100.00000 2100.00| 95.00000 1995.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 175000.00000 175000.00| 586600.00000 586600.00| 250000.00000 250000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 213.000 LFT | 7.00000 1491.00| 2.30000 489.90| 10.20000 2172.60 GUARDRAIL, REMOVE | | | 0012 202-93741 3.000 EACH | 345.00000 1035.00| 488.00000 1464.00| 190.00000 570.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-08607 246048.000 LFT | 0.43000 105800.64| 0.50000 123024.00| 1.00000 246048.00 LINEAR GRADING | | | 0014 205-02236 237.000 EACH | 81.50000 19315.50| 90.00000 21330.00| 60.00000 14220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-06932 28532.000 LFT | 4.35000 124114.20| 6.50000 185458.00| 5.00000 142660.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-08511 61811.000 LFT | 1.14000 70464.54| 1.60000 98897.60| 1.10000 67992.10 EROSION CONTROL , PERIMETER PROTECTION | | | 0017 601-94689 2.000 EACH | 2365.00000 4730.00| 2346.00000 4692.00| 800.00000 1600.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 631 -3 TABULATION OF BIDS ROUTE : 65, 64, 265 CALL ORDER : 631 CONTRACT ID : ST -30307-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1487672 |( 2 ) 38-2932367 |( 3 ) 35-1955595 |MAC CONSTRUCTION & EXCAVATIN |RMD HOLDINGS LTD |TEAM CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 601-94690 3.000 EACH | 3925.00000 11775.00| 4272.00000 12816.00| 600.00000 1800.00 GUARDRAIL END TREATMENT, MS | | | 0019 601-99105 100.000 LFT | 15.45000 1545.00| 19.35000 1935.00| 30.00000 3000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 601-99108 775.000 LFT | 21.35000 16546.25| 24.25000 18793.75| 26.00000 20150.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0021 621-06559 549422.000 SYS | 0.29000 159332.38| 0.26000 142849.72| 0.26000 142849.72 MULCHED SEEDING, R | | | 0022 627-09327 247240.000 LFT | 9.30000 2299332.00| 9.99000 2469927.60| 10.80000 2670192.00 CABLE BARRIER SYSTEM, TYPE TL-4 | | | 0023 627-09328 12.000 EACH | 48000.00000 576000.00| 24057.00000 288684.00| 47500.00000 570000.00 CABLE BARRIER SYSTEM, TYPE TL-4, SPARE | | | PARTS | | | 0024 627-09331 172.000 EACH | 3100.00000 533200.00| 3917.00000 673724.00| 3400.00000 584800.00 SAFETY TERMINAL, TYPE TL-4 | | | 0025 628-09402 7.000 MOS | 2200.00000 15400.00| 4170.00000 29190.00| 1900.00000 13300.00 FIELD OFFICE, B | | | 0026 628-09408 6.000 MOS | 275.00000 1650.00| 290.00000 1740.00| 200.00000 1200.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0027 628-09409 6.000 MOS | 190.00000 1140.00| 120.00000 720.00| 100.00000 600.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0028 801-03290 57.000 EACH | 363.00000 20691.00| 438.34000 24985.38| 170.00000 9690.00 CONSTRUCTION SIGN, C | | | 0029 801-06640 362.000 EACH | 99.00000 35838.00| 117.00000 42354.00| 170.00000 61540.00 CONSTRUCTION SIGN, A | | | 0030 801-06645 30.000 EACH | 85.00000 2550.00| 1.20000 36.00| 60.00000 1800.00 CONSTRUCTION SIGN, B | | | 0031 801-06710 1440.000 DAY | 7.00000 10080.00| 7.10000 10224.00| 27.00000 38880.00 FLASHING ARROW SIGN | | | 0032 801-06775 LUMP | 480000.00000 480000.00| 112293.00000 112293.00| 140000.00000 140000.00 MAINTAINING TRAFFIC | | | 0033 801-09133 6.000 EACH | 5900.00000 35400.00| 1022.00000 6132.00| 4400.00000 26400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0034 804-06740 172.000 EACH | 30.00000 5160.00| 32.00000 5504.00| 28.00000 4816.00 DELINEATOR WITH POST, D2 | | | SECTION TOTALS | $ 4,750,221.51| $ 4,909,585.95| $ 5,088,671.42 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,750,221.51| $ 4,909,585.95| $ 5,088,671.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 631 -4 TABULATION OF BIDS ROUTE : 65, 64, 265 CALL ORDER : 631 CONTRACT ID : ST -30307-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-2110733 |( 6 ) 35-0821499 |BEATY CONSTRUCTION INC |SPECIALTIES COMPANY LLC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL NEW GUARDRAIL | | | 0001 105-06845 LUMP | 62000.00000 62000.00| 40000.00000 40000.00| 120200.00000 120200.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 260.00000 780.00| 300.00000 900.00| 125.00000 375.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 21.000 MOS | 125.00000 2625.00| 200.00000 4200.00| 75.00000 1575.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 245000.00000 245000.00| 251100.00000 251100.00| 256610.00000 256610.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 213.000 LFT | 7.00000 1491.00| 4.00000 852.00| 8.00000 1704.00 GUARDRAIL, REMOVE | | | 0012 202-93741 3.000 EACH | 345.00000 1035.00| 200.00000 600.00| 540.00000 1620.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-08607 246048.000 LFT | 0.75000 184536.00| 0.75000 184536.00| 2.00000 492096.00 LINEAR GRADING | | | 0014 205-02236 237.000 EACH | 80.00000 18960.00| 86.00000 20382.00| 90.00000 21330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-06932 28532.000 LFT | 3.25000 92729.00| 3.00000 85596.00| 5.00000 142660.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-08511 61811.000 LFT | 0.75000 46358.25| 1.20000 74173.20| 1.25000 77263.75 EROSION CONTROL , PERIMETER PROTECTION | | | 0017 601-94689 2.000 EACH | 2365.00000 4730.00| 3000.00000 6000.00| 2640.00000 5280.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 631 -5 TABULATION OF BIDS ROUTE : 65, 64, 265 CALL ORDER : 631 CONTRACT ID : ST -30307-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-2110733 |( 6 ) 35-0821499 |BEATY CONSTRUCTION INC |SPECIALTIES COMPANY LLC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 601-94690 3.000 EACH | 3925.00000 11775.00| 4000.00000 12000.00| 3745.00000 11235.00 GUARDRAIL END TREATMENT, MS | | | 0019 601-99105 100.000 LFT | 17.50000 1750.00| 21.00000 2100.00| 20.60000 2060.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 601-99108 775.000 LFT | 21.35000 16546.25| 25.00000 19375.00| 26.80000 20770.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0021 621-06559 549422.000 SYS | 0.29000 159332.38| 0.30000 164826.60| 0.35000 192297.70 MULCHED SEEDING, R | | | 0022 627-09327 247240.000 LFT | 11.25000 2781450.00| 11.50000 2843260.00| 11.50000 2843260.00 CABLE BARRIER SYSTEM, TYPE TL-4 | | | 0023 627-09328 12.000 EACH | 41000.00000 492000.00| 40000.00000 480000.00| 40750.00000 489000.00 CABLE BARRIER SYSTEM, TYPE TL-4, SPARE | | | PARTS | | | 0024 627-09331 172.000 EACH | 3976.44000 683947.68| 4500.00000 774000.00| 3225.00000 554700.00 SAFETY TERMINAL, TYPE TL-4 | | | 0025 628-09402 7.000 MOS | 2300.00000 16100.00| 2100.00000 14700.00| 2420.00000 16940.00 FIELD OFFICE, B | | | 0026 628-09408 6.000 MOS | 325.00000 1950.00| 350.00000 2100.00| 50.00000 300.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0027 628-09409 6.000 MOS | 175.00000 1050.00| 250.00000 1500.00| 110.00000 660.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0028 801-03290 57.000 EACH | 363.00000 20691.00| 150.00000 8550.00| 415.00000 23655.00 CONSTRUCTION SIGN, C | | | 0029 801-06640 362.000 EACH | 99.00000 35838.00| 140.00000 50680.00| 110.00000 39820.00 CONSTRUCTION SIGN, A | | | 0030 801-06645 30.000 EACH | 1.00000 30.00| 90.00000 2700.00| 100.00000 3000.00 CONSTRUCTION SIGN, B | | | 0031 801-06710 1440.000 DAY | 6.00000 8640.00| 15.00000 21600.00| 12.00000 17280.00 FLASHING ARROW SIGN | | | 0032 801-06775 LUMP | 210985.00000 210985.00| 175000.00000 175000.00| 430000.55000 430000.55 MAINTAINING TRAFFIC | | | 0033 801-09133 6.000 EACH | 5900.00000 35400.00| 5000.00000 30000.00| 6500.00000 39000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0034 804-06740 172.000 EACH | 34.00000 5848.00| 25.00000 4300.00| 35.00000 6020.00 DELINEATOR WITH POST, D2 | | | SECTION TOTALS | $ 5,143,583.56| $ 5,275,036.80| $ 5,810,718.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,143,583.56| $ 5,275,036.80| $ 5,810,718.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 651 -1 VENDOR RANKING CALL ORDER : 651 CONTRACT ID : ST -31880-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 09/11/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0810532 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1452051 AIRMARKING COMPANY INC $ 346,985.82 100.0000% 2 26-1088721 ROADSAFE HOLDINGS INC $ 383,714.10 110.5850% 35-1473618 THREE RIVERS BARRICADE & EQUIP. CO., INC. IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 651 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 651 CONTRACT ID : ST -31880-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1452051 |( 2 ) 26-1088721 |( ) |AIRMARKING COMPANY INC |ROADSAFE HOLDINGS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 25000.00000 25000.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 801-03290 4.000 EACH | 148.00000 592.00| 150.00000 600.00| CONSTRUCTION SIGN, C | | | 0007 801-06775 LUMP | 92000.00000 92000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0008 801-09133 2.000 EACH | 1250.00000 2500.00| 2500.00000 5000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0009 801-92448 100.000 DAY | 12.00000 1200.00| 2.50000 250.00| CONSTRUCTION SIGNS, MOBILE | | | 0010 808-03631 190699.000 LFT | 0.18000 34325.82| 0.36000 68651.64| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0011 808-03632 190710.000 LFT | 0.18000 34327.80| 0.36000 68655.60| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0012 808-05534 43240.000 LFT | 0.36000 15566.40| 0.72000 31132.80| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0013 808-06705 175.000 LFT | 1.00000 175.00| 2.48000 434.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0014 808-06716 272170.000 LFT | 0.10000 27217.00| 0.10000 27217.00| LINE, REMOVE | | | 0015 808-07591 5290.000 LFT | 8.50000 44965.00| 6.50000 34385.00| LINE, EPOXY, SOLID, WHITE, 24 IN. | | | 0016 808-74805 2445.000 LFT | 8.50000 20782.50| 6.50000 15892.50| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0017 808-74811 97170.000 LFT | 0.19000 18462.30| 0.40000 38868.00| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 651 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 651 CONTRACT ID : ST -31880-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1452051 |( 2 ) 26-1088721 |( ) |AIRMARKING COMPANY INC |ROADSAFE HOLDINGS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 808-75043 5586.000 LFT | 1.00000 5586.00| 1.86000 10389.96| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0019 808-75297 1376.000 LFT | 2.75000 3784.00| 7.44000 10237.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 808-75320 26.000 EACH | 48.00000 1248.00| 78.00000 2028.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0021 808-75325 2.000 EACH | 60.00000 120.00| 113.00000 226.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0022 808-94455 7652.000 LFT | 2.50000 19130.00| 2.58000 19742.16| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | SECTION TOTALS | $ 346,985.82| $ 383,714.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 346,985.82| $ 383,714.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 661 -1 VENDOR RANKING CALL ORDER : 661 CONTRACT ID : ST -31889-A COUNTIES : MARION LETTING DATE : 05/20/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 05/28/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0800517 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-1460460 MEADE ELECTRIC CO $ 714,614.44 100.0000% 2 35-0821499 JAMES H DREW CORPORATION $ 748,958.00 104.8059% 3 06-1675328 MARTELL ELECTRIC LLC $ 1,026,066.00 143.5832% 4 36-2066660 DIVANE BROTHERS ELECTRIC $ 1,126,031.00 157.5718% 5 35-1262778 MIDWESTERN ELECTRIC $ 1,176,401.00 164.6204% 6 20-3074609 G U Y CONSTRUCTION LLC $ 1,431,072.00 200.2579% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 661 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 661 CONTRACT ID : ST -31889-A COUNTIES : MARION LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-1460460 |( 2 ) 35-0821499 |( 3 ) 06-1675328 |MEADE ELECTRIC CO |JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 1.00000 1.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 4.000 EACH | 3325.00000 13300.00| 2818.00000 11272.00| 5500.00000 22000.00 RADIO , HIGH SPEED | | | 0003 105-06899 9.000 EACH | 1175.00000 10575.00| 1713.00000 15417.00| 4900.00000 44100.00 RADIO , LOW SPEED | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 50000.00000 50000.00| 26305.00000 26305.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-06541 7.000 EACH | 400.00000 2800.00| 1093.00000 7651.00| 2000.00000 14000.00 REMOVE , EXISTING TOWER EQUIPMENT | | | 0010 210-07221 4.000 EACH | 45.00000 180.00| 209.00000 836.00| 350.00000 1400.00 SURGE SUPPRESSION DEVICE , 5.8 GHz | | | 0011 210-07221 4.000 EACH | 96.90000 387.60| 229.00000 916.00| 350.00000 1400.00 SURGE SUPPRESSION DEVICE , CAT 5e | | | 0013 210-07245 7.000 EACH | 690.00000 4830.00| 686.00000 4802.00| 4650.00000 32550.00 ETHERNET , SWITCH, CCTV | | | 0014 210-07245 4.000 EACH | 21190.00000 84760.00| 20434.00000 81736.00| 35000.00000 140000.00 ETHERNET , TERMINAL SWITCH | | | 0015 628-09402 14.000 MOS | 1350.00000 18900.00| 1737.00000 24318.00| 1500.00000 21000.00 FIELD OFFICE, B | | | 0016 628-09407 14.000 MOS | 380.00000 5320.00| 215.00000 3010.00| 150.00000 2100.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0017 732-04985 12.000 EACH | 2550.00000 30600.00| 1748.00000 20976.00| 2700.00000 32400.00 VAULT , ATMS | | | 0018 801-06775 LUMP | 51375.00000 51375.00| 17195.00000 17195.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 661 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 661 CONTRACT ID : ST -31889-A COUNTIES : MARION LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-1460460 |( 2 ) 35-0821499 |( 3 ) 06-1675328 |MEADE ELECTRIC CO |JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 805-04956 4.000 EACH | 2225.00000 8900.00| 2481.00000 9924.00| 1000.00000 4000.00 PANEL FOR FIBER OPTICS | | | 0020 805-04970 16.000 EACH | 755.00000 12080.00| 585.00000 9360.00| 500.00000 8000.00 FIBER OPTIC , DROP CABLE | | | 0021 805-04970 1344.000 EACH | 6.81000 9152.64| 94.50000 127008.00| 42.00000 56448.00 FIBER OPTIC , FUSION SPLICE | | | 0022 805-04970 24.000 EACH | 47.50000 1140.00| 19.00000 456.00| 55.00000 1320.00 FIBER OPTIC , PATCH CABLE, 25 FT | | | 0023 805-04970 16.000 EACH | 40.35000 645.60| 32.50000 520.00| 30.00000 480.00 FIBER OPTIC , PATCH CABLE, 4 FT | | | 0024 805-04970 16.000 EACH | 975.00000 15600.00| 876.00000 14016.00| 750.00000 12000.00 FIBER OPTIC , SPLICING ENCLOSURE | | | UNDERGROUND | | | 0025 805-06114 6.000 EACH | 245.00000 1470.00| 706.00000 4236.00| 1000.00000 6000.00 ANTENNA , 23 dbi, PANEL | | | 0026 805-06592 6000.000 LFT | 20.75000 124500.00| 20.50000 123000.00| 28.00000 168000.00 CONDUIT, STEEL, GALVANIZED, 2 IN. , | | | ATTACH TO BRIDGE | | | 0027 805-06592 116.000 LFT | 20.35000 2360.60| 17.00000 1972.00| 16.50000 1914.00 CONDUIT, STEEL, GALVANIZED, 2 IN. , | | | DIRECTIONAL BORE | | | 0029 805-86955 17.000 EACH | 110.00000 1870.00| 202.00000 3434.00| 80.00000 1360.00 CABLE DUCT MARKER | | | 0030 805-94971 90000.000 LFT | 1.75000 157500.00| 1.50000 135000.00| 2.70000 243000.00 FIBER OPTICS CABLE , 48 FIBER | | | 0031 805-95568 600.000 LFT | 2.99000 1794.00| 3.60000 2160.00| 6.00000 3600.00 CONDUIT, PVC, 4 IN. , IN TRENCH | | | 0032 805-95568 800.000 LFT | 12.85000 10280.00| 10.50000 8400.00| 11.50000 9200.00 CONDUIT, PVC, 4 IN. , TRENCH | | | 0033 807-78590 10.000 EACH | 810.00000 8100.00| 1239.00000 12390.00| 1150.00000 11500.00 HANDHOLE , ATMS | | | 0034 807-09260 4.000 EACH | 260.00000 1040.00| 299.00000 1196.00| 400.00000 1600.00 GBIC MODULE , FIBER, SHORT RANGE | | | 0035 807-09260 32.000 EACH | 625.00000 20000.00| 665.00000 21280.00| 720.00000 23040.00 GBIC MODULE , FIBER, MEDIUM RANGE | | | 0036 807-09260 8.000 EACH | 1850.00000 14800.00| 1893.00000 15144.00| 2950.00000 23600.00 GBIC MODULE , FIBER, LONG RANGE | | | 0037 807-09260 2.000 EACH | 245.00000 490.00| 259.00000 518.00| 380.00000 760.00 GBIC MODULE , FIBER, SHORT RANGE, SPARE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 661 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 661 CONTRACT ID : ST -31889-A COUNTIES : MARION LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-1460460 |( 2 ) 35-0821499 |( 3 ) 06-1675328 |MEADE ELECTRIC CO |JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 807-09260 4.000 EACH | 611.00000 2444.00| 625.00000 2500.00| 720.00000 2880.00 GBIC MODULE , FIBER, MEDIUM RANGE, SPAR | | | 0039 807-09260 4.000 EACH | 1839.00000 7356.00| 1853.00000 7412.00| 2950.00000 11800.00 GBIC MODULE , FIBER, LONG RANGE, SPARE | | | 0040 805-06592 3000.000 LFT | 12.65000 37950.00| 11.50000 34500.00| 14.00000 42000.00 CONDUIT, STEEL, GALVANIZED, 2 IN. , | | | TRENCH | | | 0041 805-04970 2.000 EACH | 55.00000 110.00| 46.50000 93.00| 55.00000 110.00 FIBER OPTIC , PATCH CABLE LC-LC, | | | MULTIMODE, 5 FT | | | SECTION TOTALS | $ 714,614.44| $ 748,958.00| $ 1,026,066.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 714,614.44| $ 748,958.00| $ 1,026,066.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 661 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 661 CONTRACT ID : ST -31889-A COUNTIES : MARION LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2066660 |( 5 ) 35-1262778 |( 6 ) 20-3074609 |DIVANE BROTHERS ELECTRIC |MIDWESTERN ELECTRIC |G U Y CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM | | | 0001 105-06845 LUMP | 7000.00000 7000.00| 10940.00000 10940.00| 13500.00000 13500.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 4.000 EACH | 7800.00000 31200.00| 10240.00000 40960.00| 13900.00000 55600.00 RADIO , HIGH SPEED | | | 0003 105-06899 9.000 EACH | 2900.00000 26100.00| 5100.00000 45900.00| 8500.00000 76500.00 RADIO , LOW SPEED | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 56300.00000 56300.00| 101200.00000 101200.00| 62000.00000 62000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-06541 7.000 EACH | 1700.00000 11900.00| 990.00000 6930.00| 1200.00000 8400.00 REMOVE , EXISTING TOWER EQUIPMENT | | | 0010 210-07221 4.000 EACH | 65.00000 260.00| 860.00000 3440.00| 300.00000 1200.00 SURGE SUPPRESSION DEVICE , 5.8 GHz | | | 0011 210-07221 4.000 EACH | 130.00000 520.00| 975.00000 3900.00| 300.00000 1200.00 SURGE SUPPRESSION DEVICE , CAT 5e | | | 0013 210-07245 7.000 EACH | 40000.00000 280000.00| 6740.00000 47180.00| 5500.00000 38500.00 ETHERNET , SWITCH, CCTV | | | 0014 210-07245 4.000 EACH | 30000.00000 120000.00| 3946.00000 15784.00| 26000.00000 104000.00 ETHERNET , TERMINAL SWITCH | | | 0015 628-09402 14.000 MOS | 2000.00000 28000.00| 2470.00000 34580.00| 1800.00000 25200.00 FIELD OFFICE, B | | | 0016 628-09407 14.000 MOS | 450.00000 6300.00| 375.00000 5250.00| 225.00000 3150.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0017 732-04985 12.000 EACH | 2872.00000 34464.00| 2960.00000 35520.00| 6500.00000 78000.00 VAULT , ATMS | | | 0018 801-06775 LUMP | 29000.00000 29000.00| 23640.00000 23640.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0019 805-04956 4.000 EACH | 190.00000 760.00| 675.00000 2700.00| 1400.00000 5600.00 PANEL FOR FIBER OPTICS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 661 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 661 CONTRACT ID : ST -31889-A COUNTIES : MARION LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2066660 |( 5 ) 35-1262778 |( 6 ) 20-3074609 |DIVANE BROTHERS ELECTRIC |MIDWESTERN ELECTRIC |G U Y CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 805-04970 16.000 EACH | 270.00000 4320.00| 830.00000 13280.00| 325.00000 5200.00 FIBER OPTIC , DROP CABLE | | | 0021 805-04970 1344.000 EACH | 30.00000 40320.00| 95.00000 127680.00| 81.00000 108864.00 FIBER OPTIC , FUSION SPLICE | | | 0022 805-04970 24.000 EACH | 65.00000 1560.00| 115.00000 2760.00| 215.00000 5160.00 FIBER OPTIC , PATCH CABLE, 25 FT | | | 0023 805-04970 16.000 EACH | 60.00000 960.00| 220.00000 3520.00| 110.00000 1760.00 FIBER OPTIC , PATCH CABLE, 4 FT | | | 0024 805-04970 16.000 EACH | 2100.00000 33600.00| 2180.00000 34880.00| 1100.00000 17600.00 FIBER OPTIC , SPLICING ENCLOSURE | | | UNDERGROUND | | | 0025 805-06114 6.000 EACH | 800.00000 4800.00| 988.00000 5928.00| 4200.00000 25200.00 ANTENNA , 23 dbi, PANEL | | | 0026 805-06592 6000.000 LFT | 18.50000 111000.00| 22.00000 132000.00| 42.00000 252000.00 CONDUIT, STEEL, GALVANIZED, 2 IN. , | | | ATTACH TO BRIDGE | | | 0027 805-06592 116.000 LFT | 18.00000 2088.00| 25.00000 2900.00| 29.00000 3364.00 CONDUIT, STEEL, GALVANIZED, 2 IN. , | | | DIRECTIONAL BORE | | | 0029 805-86955 17.000 EACH | 85.00000 1445.00| 85.00000 1445.00| 150.00000 2550.00 CABLE DUCT MARKER | | | 0030 805-94971 90000.000 LFT | 1.30000 117000.00| 4.20000 378000.00| 2.75000 247500.00 FIBER OPTICS CABLE , 48 FIBER | | | 0031 805-95568 600.000 LFT | 12.50000 7500.00| 15.00000 9000.00| 32.00000 19200.00 CONDUIT, PVC, 4 IN. , IN TRENCH | | | 0032 805-95568 800.000 LFT | 5.00000 4000.00| 6.00000 4800.00| 18.50000 14800.00 CONDUIT, PVC, 4 IN. , TRENCH | | | 0033 807-78590 10.000 EACH | 952.00000 9520.00| 1050.00000 10500.00| 1800.00000 18000.00 HANDHOLE , ATMS | | | 0034 807-09260 4.000 EACH | 665.00000 2660.00| 610.00000 2440.00| 1150.00000 4600.00 GBIC MODULE , FIBER, SHORT RANGE | | | 0035 807-09260 32.000 EACH | 2455.00000 78560.00| 475.00000 15200.00| 1350.00000 43200.00 GBIC MODULE , FIBER, MEDIUM RANGE | | | 0036 807-09260 8.000 EACH | 2400.00000 19200.00| 555.00000 4440.00| 2250.00000 18000.00 GBIC MODULE , FIBER, LONG RANGE | | | 0037 807-09260 2.000 EACH | 370.00000 740.00| 300.00000 600.00| 900.00000 1800.00 GBIC MODULE , FIBER, SHORT RANGE, SPARE | | | 0038 807-09260 4.000 EACH | 2250.00000 9000.00| 425.00000 1700.00| 700.00000 2800.00 GBIC MODULE , FIBER, MEDIUM RANGE, SPAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 661 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 661 CONTRACT ID : ST -31889-A COUNTIES : MARION LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2066660 |( 5 ) 35-1262778 |( 6 ) 20-3074609 |DIVANE BROTHERS ELECTRIC |MIDWESTERN ELECTRIC |G U Y CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 807-09260 4.000 EACH | 2100.00000 8400.00| 450.00000 1800.00| 1850.00000 7400.00 GBIC MODULE , FIBER, LONG RANGE, SPARE | | | 0040 805-06592 3000.000 LFT | 12.50000 37500.00| 15.00000 45000.00| 33.00000 99000.00 CONDUIT, STEEL, GALVANIZED, 2 IN. , | | | TRENCH | | | 0041 805-04970 2.000 EACH | 25.00000 50.00| 300.00000 600.00| 110.00000 220.00 FIBER OPTIC , PATCH CABLE LC-LC, | | | MULTIMODE, 5 FT | | | SECTION TOTALS | $ 1,126,031.00| $ 1,176,401.00| $ 1,431,072.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,126,031.00| $ 1,176,401.00| $ 1,431,072.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 671 -1 VENDOR RANKING CALL ORDER : 671 CONTRACT ID : ST -31945-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 05/28/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0900129 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 JAMES H DREW CORPORATION $ 475,935.00 100.0000% 2 35-1262778 MIDWESTERN ELECTRIC $ 610,676.00 128.3108% 3 36-2066660 DIVANE BROTHERS ELECTRIC $ 614,794.00 129.1760% 4 35-0392360 HOOSIER COMPANY INC THE $ 659,943.63 138.6626% 5 36-1460460 MEADE ELECTRIC CO $ 744,908.00 156.5147% 6 20-3074609 G U Y CONSTRUCTION LLC $ 911,110.00 191.4358% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 671 -2 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 671 CONTRACT ID : ST -31945-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1262778 |( 3 ) 36-2066660 |JAMES H DREW CORPORATION |MIDWESTERN ELECTRIC |DIVANE BROTHERS ELECTRIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ITS COMMUNICATIONS SYSTEM | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 4229.00000 4229.00| 31740.00000 31740.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 210-07256 23.000 EACH | 9277.00000 213371.00| 13544.00000 311512.00| 11500.00000 264500.00 RETROFIT LOWERING SYSTEM | | | 0007 628-09408 6.000 MOS | 50.00000 300.00| 350.00000 2100.00| 800.00000 4800.00 MOBILE LAPTOP COMPUTER SYSTEM 1 EACH | | | 0008 628-09409 6.000 MOS | 80.00000 480.00| 75.00000 450.00| 115.00000 690.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0009 801-06775 LUMP | 1339.00000 1339.00| 4830.00000 4830.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0010 805-06997 22.000 EACH | 11646.00000 256212.00| 11820.00000 260040.00| 14150.00000 311300.00 CAMERA LOWERING SYSTEM | | | SECTION TOTALS | $ 475,935.00| $ 610,676.00| $ 614,794.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 475,935.00| $ 610,676.00| $ 614,794.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 671 -3 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 671 CONTRACT ID : ST -31945-A COUNTIES : VARIOUS LETTING DATE : 05/20/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0392360 |( 5 ) 36-1460460 |( 6 ) 20-3074609 |HOOSIER COMPANY INC THE |MEADE ELECTRIC CO |G U Y CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ITS COMMUNICATIONS SYSTEM | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 32658.49000 32658.49| 70000.00000 70000.00| 49000.00000 49000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 210-07256 23.000 EACH | 13928.72000 320360.56| 15500.00000 356500.00| 18600.00000 427800.00 RETROFIT LOWERING SYSTEM | | | 0007 628-09408 6.000 MOS | 525.00000 3150.00| 201.00000 1206.00| 350.00000 2100.00 MOBILE LAPTOP COMPUTER SYSTEM 1 EACH | | | 0008 628-09409 6.000 MOS | 105.00000 630.00| 83.00000 498.00| 225.00000 1350.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0009 801-06775 LUMP | 20168.66000 20168.66| 13650.00000 13650.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0010 805-06997 22.000 EACH | 12862.36000 282971.92| 13775.00000 303050.00| 18448.00000 405856.00 CAMERA LOWERING SYSTEM | | | SECTION TOTALS | $ 659,943.63| $ 744,908.00| $ 911,110.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 659,943.63| $ 744,908.00| $ 911,110.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 701 -1 VENDOR RANKING CALL ORDER : 701 CONTRACT ID : STM-31123-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 06/27/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710917 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC $ 25,048.80 100.0000% 2 35-1710202 SIGNAL CONSTRUCTION INC $ 28,425.00 113.4785% 3 35-0392360 HOOSIER COMPANY INC THE $ 30,211.40 120.6102% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 701 -2 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 701 CONTRACT ID : STM-31123-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 35-1710202 |( 3 ) 35-0392360 |MIDWESTERN ELECTRIC |SIGNAL CONSTRUCTION INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 755.00000 755.00| 1000.00000 1000.00| 2564.00000 2564.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 85.00000 85.00| 250.00000 250.00| 555.00000 555.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 4.000 MOS | 80.00000 320.00| 150.00000 600.00| 111.00000 444.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 6920.00000 6920.00| 1200.00000 1200.00| 1887.00000 1887.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 576.00000 576.00| 500.00000 500.00| 1710.00000 1710.00 CLEARING RIGHT OF WAY | | | 0011 628-09408 4.000 MOS | 350.00000 1400.00| 350.00000 1400.00| 333.00000 1332.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0012 628-09409 4.000 MOS | 75.00000 300.00| 250.00000 1000.00| 55.60000 222.40 MOBILE INTERNET SERVICE , 1 EACH | | | 0013 801-03290 4.000 EACH | 137.00000 548.00| 250.00000 1000.00| 213.00000 852.00 CONSTRUCTION SIGN, C | | | 0014 801-06640 8.000 EACH | 110.00000 880.00| 125.00000 1000.00| 97.80000 782.40 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 1200.00000 1200.00| 2500.00000 2500.00| 855.00000 855.00 MAINTAINING TRAFFIC | | | 0016 805-02152 4.000 EACH | 455.00000 1820.00| 700.00000 2800.00| 666.00000 2664.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0017 805-04602 1.000 EACH | 622.00000 622.00| 1500.00000 1500.00| 1326.00000 1326.00 CONTROLLER, REWIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/09 PAGE : 701 -3 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 701 CONTRACT ID : STM-31123-A COUNTIES : MONTGOMERY LETTING DATE : 05/20/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 35-1710202 |( 3 ) 35-0392360 |MIDWESTERN ELECTRIC |SIGNAL CONSTRUCTION INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 805-06592 36.000 LFT | 35.00000 1260.00| 40.00000 1440.00| 61.10000 2199.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0019 805-78370 4.000 EACH | 155.00000 620.00| 250.00000 1000.00| 201.00000 804.00 PEDESTRIAN PUSH BUTTON , AND SIGN R10-4 | | | 0020 805-78485 800.000 LFT | 1.72000 1376.00| 3.00000 2400.00| 3.20000 2560.00 SIGNAL CABLE, 5C 14GA. | | | 0021 805-78490 800.000 LFT | 1.95000 1560.00| 3.50000 2800.00| 3.40000 2720.00 SIGNAL CABLE, 7C 14GA. | | | 0022 805-78900 3.000 EACH | 610.00000 1830.00| 550.00000 1650.00| 930.00000 2790.00 PEDESTAL FOUNDATION, A | | | 0023 805-90005 3.000 EACH | 522.00000 1566.00| 750.00000 2250.00| 603.00000 1809.00 SIGNAL PEDESTAL, 10 FT. | | | 0024 808-75300 426.000 LFT | 3.30000 1405.80| 5.00000 2130.00| 5.00000 2130.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 25,048.80| $ 28,425.00| $ 30,211.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 25,048.80| $ 28,425.00| $ 30,211.40 ====================================================================================================================================