INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 150 -1 VENDOR RANKING CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 09/02/11 LOCATION : ON SR 227, 1.1 MILES NORTH OF SR 121 PROJECT(S) : 5189008 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 489,753.70 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 564,728.69 115.3087% 3 38-3806996 HIS CONSTRUCTORS INC $ 586,950.00 119.8460% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 150 -2 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 31-1323837 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |HIS CONSTRUCTORS 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 | 4500.00000 4500.00| 75814.68000 75814.68| 3835.00000 3835.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 50.00000 100.00| 304.30000 608.60| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 65.00000 520.00| 304.30000 2434.40| 100.00000 800.00 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 | 24000.00000 24000.00| 22100.00000 22100.00| 24424.80000 24424.80 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01025 1.125 ACRE | 1500.00000 1687.50| 1910.42000 2149.22| 930.00000 1046.25 SCALPING | | | 0012 201-06587 0.850 ACRE | 14000.00000 11900.00| 17820.24000 15147.20| 12175.00000 10348.75 CLEARING AND GRUBBING | | | 0013 202-02240 215.000 SYS | 8.50000 1827.50| 21.66000 4656.90| 38.00000 8170.00 PAVEMENT REMOVAL | | | 0014 202-51330 LUMP | 6155.00000 6155.00| 10845.12000 10845.12| 12200.00000 12200.00 PRESENT STRUCTURE, REMOVE | | | 0015 203-02000 400.000 CYS | 22.50000 9000.00| 21.32000 8528.00| 43.00000 17200.00 EXCAVATION, COMMON | | | 0016 203-02070 2945.000 CYS | 11.00000 32395.00| 13.00000 38285.00| 26.50000 78042.50 BORROW | | | 0017 203-51223 150.000 CYS | 20.00000 3000.00| 32.62000 4893.00| 21.00000 3150.00 EXCAVATION, WATERWAY | | | 0018 205-06931 55.000 TON | 52.00000 2860.00| 38.30000 2106.50| 62.00000 3410.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06937 615.000 LFT | 3.40000 2091.00| 1.76000 1082.40| 3.50000 2152.50 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 150 -3 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 31-1323837 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08263 1235.000 SYS | 13.50000 16672.50| 14.81000 18290.35| 14.00000 17290.00 SUBGRADE TREATMENT, TYPE IA | | | 0021 211-07454 75.000 CYS | 15.50000 1162.50| 18.14000 1360.50| 30.00000 2250.00 STRUCTURAL BACKFILL | | | 0022 213-09269 1385.000 CYS | 73.00000 101105.00| 53.73000 74416.05| 71.00000 98335.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0023 301-07448 215.000 TON | 27.50000 5912.50| 39.42000 8475.30| 36.00000 7740.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-93506 218.000 CYS | 52.00000 11336.00| 26.31000 5735.58| 82.00000 17876.00 AGGREGATE, 2 | | | 0025 306-08033 1256.000 SYS | 5.50000 6908.00| 8.51000 10688.56| 3.50000 4396.00 MILLING, ASPHALT, 1 IN | | | 0026 306-08043 115.000 SYS | 5.50000 632.50| 16.88000 1941.20| 7.00000 805.00 MILLING, TRANSITION | | | 0027 306-08432 15.000 SYS | 5.50000 82.50| 40.89000 613.35| 35.00000 525.00 MILLING, APPROACH | | | 0028 402-07433 225.000 TON | 80.00000 18000.00| 95.08000 21393.00| 83.00000 18675.00 HMA SURFACE, TYPE B | | | 0029 402-07438 186.000 TON | 79.25000 14740.50| 94.19000 17519.34| 82.00000 15252.00 HMA INTERMEDIATE, TYPE B | | | 0030 402-07441 263.000 TON | 78.75000 20711.25| 93.59000 24614.17| 81.00000 21303.00 HMA BASE, TYPE B | | | 0031 406-05520 1.100 TON | 350.00000 385.00| 415.98000 457.58| 360.00000 396.00 ASPHALT FOR TACK COAT | | | 0032 601-01846 1.000 EACH | 1730.00000 1730.00| 1858.91000 1858.91| 1780.00000 1780.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-08433 1.000 EACH | 682.00000 682.00| 732.29000 732.29| 700.00000 700.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0034 601-08434 1.000 EACH | 1205.00000 1205.00| 1295.60000 1295.60| 1220.00000 1220.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0035 601-94689 3.000 EACH | 2625.00000 7875.00| 2816.53000 8449.59| 2700.00000 8100.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 632.000 LFT | 17.50000 11060.00| 19.15000 12102.80| 18.00000 11376.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0037 605-05523 480.000 LFT | 7.25000 3480.00| 8.62000 4137.60| 7.50000 3600.00 CURB, HMA | | | 0038 605-09176 40.000 LFT | 52.00000 2080.00| 170.84000 6833.60| 100.00000 4000.00 CURB TURNOUT, CONCRETE | | | 0039 610-07487 6.000 TON | 82.00000 492.00| 97.46000 584.76| 89.00000 534.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 150 -4 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 31-1323837 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 611-06497 2.000 EACH | 209.00000 418.00| 510.28000 1020.56| 216.00000 432.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 30.000 EACH | 137.00000 4110.00| 148.71000 4461.30| 143.00000 4290.00 RIGHT OF WAY MARKER | | | 0042 616-02320 653.000 SYS | 3.35000 2187.55| 2.47000 1612.91| 2.90000 1893.70 GEOTEXTILES | | | 0043 616-05689 60.000 TON | 75.00000 4500.00| 37.39000 2243.40| 50.00000 3000.00 RIPRAP, CLASS 2 | | | 0044 616-06401 20.000 TON | 55.00000 1100.00| 67.24000 1344.80| 47.00000 940.00 RIPRAP, DUMPED | | | 0045 616-06405 15.000 TON | 75.00000 1125.00| 86.65000 1299.75| 47.00000 705.00 RIPRAP, REVETMENT | | | 0046 621-01004 3.000 EACH | 780.00000 2340.00| 844.96000 2534.88| 800.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-02363 1195.000 SYS | 0.85000 1015.75| 0.92000 1099.40| 1.00000 1195.00 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0048 621-02770 500.000 SYS | 2.90000 1450.00| 3.14000 1570.00| 3.00000 1500.00 EROSION CONTROL BLANKET | | | 0049 621-06559 1195.000 SYS | 1.05000 1254.75| 1.14000 1362.30| 1.10000 1314.50 MULCHED SEEDING, R | | | 0050 621-06570 185.000 CYS | 22.00000 4070.00| 43.12000 7977.20| 21.00000 3885.00 TOPSOIL | | | 0051 628-09402 4.000 MOS | 1750.00000 7000.00| 2951.45000 11805.80| 2430.00000 9720.00 FIELD OFFICE, B | | | 0052 628-09407 4.000 MOS | 250.00000 1000.00| 348.68000 1394.72| 350.00000 1400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 714-08514 260.000 SFT | 104.00000 27040.00| 93.86000 24403.60| 100.00000 26000.00 WINGWALL | | | 0054 714-26713 113.000 LFT | 725.00000 81925.00| 623.09000 70409.17| 980.00000 110740.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 7FT | | | 0055 801-03290 3.000 EACH | 275.00000 825.00| 298.55000 895.65| 280.00000 840.00 CONSTRUCTION SIGN, C | | | 0056 801-04308 8.000 EACH | 130.00000 1040.00| 140.83000 1126.64| 130.00000 1040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 36.000 EACH | 93.00000 3348.00| 100.27000 3609.72| 95.00000 3420.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 6.000 EACH | 235.00000 1410.00| 253.49000 1520.94| 240.00000 1440.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP | 9500.00000 9500.00| 5507.14000 5507.14| 2100.00000 2100.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 150 -5 TABULATION OF BIDS CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 31-1323837 |( 3 ) 38-3806996 |MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-07118 72.000 LFT | 8.35000 601.20| 9.01000 648.72| 8.50000 612.00 BARRICADE, III-A | | | 0061 801-07119 216.000 LFT | 10.40000 2246.40| 11.27000 2434.32| 10.50000 2268.00 BARRICADE, III-B | | | 0062 804-06725 6.000 EACH | 31.00000 186.00| 33.80000 202.80| 31.00000 186.00 DELINEATOR WITH POST, D1 , 3 IN. | | | DIAMETER | | | 0063 808-06703 1380.000 LFT | 0.83000 1145.40| 0.90000 1242.00| 1.00000 1380.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0064 808-75245 1380.000 LFT | 0.83000 1145.40| 0.90000 1242.00| 1.00000 1380.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0065 808-75998 18.000 EACH | 82.00000 1476.00| 88.99000 1601.82| 85.00000 1530.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 489,753.70| $ 564,728.69| $ 586,950.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 489,753.70| $ 564,728.69| $ 586,950.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 160 -1 VENDOR RANKING CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ASPHALT RESURFACE AND PCCP PATCHING COMPLETION DATE : 11/24/10 LOCATION : ON I-74 FROM LONDON ROAD INTERCHANGE TO DECATUR PROJECT(S) : 0500014 COUNTY LINE 0501251 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 3,255,232.70 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 3,348,912.24 102.8778% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 4,024,000.00 123.6164% 4 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 4,410,000.00 135.4742% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 160 -2 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PCCP PATCHING | | | 0001 105-06845 LUMP | 4400.00000 4400.00| 7000.00000 7000.00| 4600.00000 4600.00 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 | 71800.00000 71800.00| 28500.00000 28500.00| 91912.96000 91912.96 MOBILIZATION AND DEMOBILIZATION | | | 0010 303-07449 2477.000 TON | 17.00000 42109.00| 15.00000 37155.00| 35.00000 86695.00 COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07783 6830.000 TON | 46.00000 314180.00| 50.00000 341500.00| 55.00000 375650.00 HMA PATCHING, TYPE D | | | 0012 306-08034 305403.000 SYS | 0.60000 183241.80| 0.35000 106891.05| 0.62000 189349.86 MILLING, ASPHALT, 1 1/2 IN | | | 0013 306-08037 41392.000 SYS | 1.20000 49670.40| 0.75000 31044.00| 3.00000 124176.00 MILLING, ASPHALT, 3 IN | | | 0014 401-06264 LUMP | 3200.00000 3200.00| 5000.00000 5000.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0015 401-07330 26130.000 TON | 57.00000 1489410.00| 54.00000 1411020.00| 65.50000 1711515.00 QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0016 404-05511 141179.000 SYS | 0.90000 127061.10| 1.10000 155296.90| 1.40000 197650.60 SEAL COAT, 2 | | | 0017 406-05520 91.000 TON | 325.00000 29575.00| 440.00000 40040.00| 500.00000 45500.00 ASPHALT FOR TACK COAT | | | 0018 503-03489 1129.000 EACH | 5.25000 5927.25| 12.00000 13548.00| 11.00000 12419.00 RETROFITTED TIE BARS | | | 0019 503-05240 420.000 LFT | 7.60000 3192.00| 18.00000 7560.00| 15.00000 6300.00 D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 160 -3 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 506-06333 6608.000 SYS | 84.00000 555072.00| 110.00000 726880.00| 105.00000 693840.00 PCCP PATCHING, FULL DEPTH | | | 0021 628-09402 6.000 MOS | 1800.00000 10800.00| 1500.00000 9000.00| 2300.00000 13800.00 FIELD OFFICE, B | | | 0022 718-08308 300.000 LFT | 31.00000 9300.00| 58.00000 17400.00| 35.00000 10500.00 UNDERDRAIN, PATCHING | | | 0023 801-01093 8.000 EACH | 450.00000 3600.00| 950.00000 7600.00| 445.00000 3560.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0024 801-03290 14.000 EACH | 150.00000 2100.00| 285.00000 3990.00| 145.00000 2030.00 CONSTRUCTION SIGN, C | | | 0025 801-06203 9394.000 LFT | 0.50000 4697.00| 0.25000 2348.50| 1.00000 9394.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0026 801-06207 9394.000 LFT | 1.60000 15030.40| 0.60000 5636.40| 1.10000 10333.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0027 801-06640 39.000 EACH | 100.00000 3900.00| 200.00000 7800.00| 95.00000 3705.00 CONSTRUCTION SIGN, A | | | 0028 801-06710 1200.000 DAY | 10.00000 12000.00| 10.00000 12000.00| 10.00000 12000.00 FLASHING ARROW SIGN | | | 0029 801-06775 LUMP | 50000.00000 50000.00| 95000.00000 95000.00| 85000.00000 85000.00 MAINTAINING TRAFFIC | | | 0030 801-09133 8.000 EACH | 3500.00000 28000.00| 4000.00000 32000.00| 3495.00000 27960.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0031 805-78470 500.000 LFT | 0.26000 130.00| 0.25000 125.00| 0.25000 125.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0032 805-78795 192.000 LFT | 8.05000 1545.60| 10.00000 1920.00| 8.00000 1536.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0033 808-03631 1360.000 LFT | 0.55000 748.00| 2.00000 2720.00| 0.50000 680.00 LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0034 808-03632 818.000 LFT | 0.55000 449.90| 2.00000 1636.00| 0.50000 409.00 LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0035 808-06702 24095.000 LFT | 0.40000 9638.00| 0.30000 7228.50| 0.37000 8915.15 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | | 0036 808-06703 110338.000 LFT | 0.30000 33101.40| 0.30000 33101.40| 0.29000 31998.02 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0037 808-06705 5682.000 LFT | 0.60000 3409.20| 1.25000 7102.50| 0.58000 3295.56 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0038 808-06706 507.000 LFT | 3.10000 1571.70| 5.00000 2535.00| 3.00000 1521.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | | 0039 808-75245 109937.000 LFT | 0.30000 32981.10| 0.27000 29682.99| 0.29000 31881.73 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 160 -4 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 808-75297 96.000 LFT | 3.10000 297.60| 4.50000 432.00| 3.00000 288.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0041 808-75996 1609.000 EACH | 3.75000 6033.75| 4.00000 6436.00| 5.00000 8045.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 1609.000 EACH | 15.50000 24939.50| 16.00000 25744.00| 15.48000 24907.32 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0043 306-08039 8492.000 SYS | 1.00000 8492.00| 1.00000 8492.00| 1.20000 10190.40 MILLING, ASPHALT REMOVAL | | | 0044 507-07480 19590.000 SYS | 5.80000 113622.00| 6.00000 117540.00| 9.00000 176310.00 PROFILING PCCP | | | SECTION TOTALS | $ 3,255,232.70| $ 3,348,912.24| $ 4,024,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,255,232.70| $ 3,348,912.24| $ 4,024,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 160 -5 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET CIVIL CONTRACTORS IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PCCP PATCHING | | | 0001 105-06845 LUMP | 25895.00000 25895.00| | 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 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 210358.00000 210358.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 303-07449 2477.000 TON | 17.00000 42109.00| | COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07783 6830.000 TON | 55.00000 375650.00| | HMA PATCHING, TYPE D | | | 0012 306-08034 305403.000 SYS | 0.75000 229052.25| | MILLING, ASPHALT, 1 1/2 IN | | | 0013 306-08037 41392.000 SYS | 3.00000 124176.00| | MILLING, ASPHALT, 3 IN | | | 0014 401-06264 LUMP | 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0015 401-07330 26130.000 TON | 60.00000 1567800.00| | QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0016 404-05511 141179.000 SYS | 1.25000 176473.75| | SEAL COAT, 2 | | | 0017 406-05520 91.000 TON | 99.00000 9009.00| | ASPHALT FOR TACK COAT | | | 0018 503-03489 1129.000 EACH | 14.00000 15806.00| | RETROFITTED TIE BARS | | | 0019 503-05240 420.000 LFT | 25.00000 10500.00| | D-1 CONTRACTION JOINT | | | 0020 506-06333 6608.000 SYS | 140.00000 925120.00| | PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 160 -6 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET CIVIL CONTRACTORS IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 628-09402 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, B | | | 0022 718-08308 300.000 LFT | 75.00000 22500.00| | UNDERDRAIN, PATCHING | | | 0023 801-01093 8.000 EACH | 1000.00000 8000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0024 801-03290 14.000 EACH | 150.00000 2100.00| | CONSTRUCTION SIGN, C | | | 0025 801-06203 9394.000 LFT | 1.20000 11272.80| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0026 801-06207 9394.000 LFT | 1.60000 15030.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0027 801-06640 39.000 EACH | 120.00000 4680.00| | CONSTRUCTION SIGN, A | | | 0028 801-06710 1200.000 DAY | 0.01000 12.00| | FLASHING ARROW SIGN | | | 0029 801-06775 LUMP | 338878.88000 338878.88| | MAINTAINING TRAFFIC | | | 0030 801-09133 8.000 EACH | 5000.00000 40000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0031 805-78470 500.000 LFT | 0.25000 125.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0032 805-78795 192.000 LFT | 8.00000 1536.00| | SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0033 808-03631 1360.000 LFT | 2.00000 2720.00| | LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0034 808-03632 818.000 LFT | 2.00000 1636.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0035 808-06702 24095.000 LFT | 0.40000 9638.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | | 0036 808-06703 110338.000 LFT | 0.30000 33101.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0037 808-06705 5682.000 LFT | 0.90000 5113.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0038 808-06706 507.000 LFT | 4.00000 2028.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | | 0039 808-75245 109937.000 LFT | 0.30000 32981.10| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 808-75297 96.000 LFT | 4.00000 384.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 160 -7 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET CIVIL CONTRACTORS IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 808-75996 1609.000 EACH | 3.00000 4827.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 1609.000 EACH | 15.48000 24907.32| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0043 306-08039 8492.000 SYS | 1.40000 11888.80| | MILLING, ASPHALT REMOVAL | | | 0044 507-07480 19590.000 SYS | 5.65000 110683.50| | PROFILING PCCP | | | SECTION TOTALS | $ 4,410,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,410,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 04/29/11 LOCATION : ON SR 22 AT APPERSON WAY, 1.02 MILES WEST OF US 31 PROJECT(S) : 1203017 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 884,409.66 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,032,301.00 116.7220% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 170 -2 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 40000.00000 40000.00| 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 | 43300.00000 43300.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 18000.00000 18000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0010 202-05545 680.000 CYS | 34.00000 23120.00| 34.00000 23120.00| REGULATED MATERIALS, DISPOSE, C | | | 0011 202-05550 680.000 CYS | 8.00000 5440.00| 8.00000 5440.00| REGULATED MATERIALS, REMOVE, C | | | 0012 202-05555 680.000 CYS | 15.00000 10200.00| 15.00000 10200.00| REGULATED MATERIALS, TRANSPORT, C | | | 0013 202-07603 30.000 EACH | 295.00000 8850.00| 295.00000 8850.00| TESTING FOR WASTE, C | | | 0014 203-02000 1051.000 CYS | 37.00000 38887.00| 25.00000 26275.00| EXCAVATION, COMMON | | | 0015 203-02020 520.000 CYS | 52.00000 27040.00| 25.00000 13000.00| EXCAVATION, UNCLASSIFIED | | | 0016 205-02237 10.000 EACH | 125.00000 1250.00| 105.00000 1050.00| TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 207-08263 3242.000 SYS | 15.00000 48630.00| 19.00000 61598.00| SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08267 692.000 SYS | 15.00000 10380.00| 15.00000 10380.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0019 211-09264 22.000 CYS | 46.00000 1012.00| 25.00000 550.00| STRUCTURAL BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 170 -3 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-09264 129.000 CYS | 90.00000 11610.00| 100.00000 12900.00| STRUCTURAL BACKFILL, TYPE 1 , RETAINING | | | WALL | | | 0021 303-01180 258.000 TON | 36.00000 9288.00| 24.00000 6192.00| COMPACTED AGGREGATE, NO. 53 | | | 0022 304-07494 271.000 TON | 94.00000 25474.00| 100.00000 27100.00| WIDENING WITH HMA, TYPE C | | | 0023 306-08033 1053.000 SYS | 2.00000 2106.00| 2.25000 2369.25| MILLING, ASPHALT, 1 IN | | | 0024 306-08036 5088.000 SYS | 2.00000 10176.00| 2.50000 12720.00| MILLING, ASPHALT, 2 IN | | | 0025 401-07328 621.000 TON | 80.00000 49680.00| 86.00000 53406.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0026 401-07379 828.000 TON | 59.50000 49266.00| 66.00000 54648.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0027 402-07442 596.000 TON | 65.00000 38740.00| 71.00000 42316.00| HMA BASE, TYPE C | | | 0028 406-05520 12.500 TON | 100.00000 1250.00| 10.00000 125.00| ASPHALT FOR TACK COAT | | | 0029 604-07896 33.000 SYS | 175.00000 5775.00| 130.00000 4290.00| CURB RAMP, CONCRETE, B | | | 0030 604-91531 576.000 SYS | 41.00000 23616.00| 28.75000 16560.00| SIDEWALK, CONCRETE, 4 IN | | | 0031 605-06155 2125.000 LFT | 15.00000 31875.00| 14.90000 31662.50| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0032 610-08446 83.000 SYS | 70.00000 5810.00| 58.50000 4855.50| PCCP FOR APPROACHES, 6 IN | | | 0033 610-09108 611.000 SYS | 70.00000 42770.00| 52.00000 31772.00| PCCP FOR APPROACHES, 9 IN | | | 0034 615-06505 8.000 EACH | 550.00000 4400.00| 550.00000 4400.00| MONUMENT, B | | | 0035 615-06527 1.000 EACH | 450.00000 450.00| 450.00000 450.00| MONUMENT, SECTION CORNER | | | 0036 621-06567 1.700 kGAL | 25.00000 42.50| 25.00000 42.50| WATER | | | 0037 621-06574 418.000 SYS | 7.65000 3197.70| 7.65000 3197.70| SODDING | | | 0038 628-09401 6.000 MOS | 2200.00000 13200.00| 1800.00000 10800.00| FIELD OFFICE, A | | | 0039 702-51015 15.000 CYS | 800.00000 12000.00| 210.00000 3150.00| CONCRETE, B, FOOTINGS | | | 0040 702-90915 17.000 CYS | 1500.00000 25500.00| 550.00000 9350.00| CONCRETE, CLASS A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 170 -4 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 703-06028 3070.000 LBS | 1.45000 4451.50| 1.10000 3377.00| REINFORCING BARS | | | 0042 709-07733 LUMP | 8150.00000 8150.00| 1400.00000 1400.00| ANTI-GRAFFITI COAT | | | 0043 715-05149 74.000 LFT | 60.00000 4440.00| 45.00000 3330.00| PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0044 720-44000 4.000 EACH | 475.00000 1900.00| 160.00000 640.00| CASTING, ADJUST TO GRADE | | | 0045 720-44296 5.000 EACH | 1350.00000 6750.00| 1150.00000 5750.00| CAP INLET | | | 0046 720-45045 1.000 EACH | 1900.00000 1900.00| 2000.00000 2000.00| INLET, J10 | | | 0047 720-45145 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00| INLET, J10, MODIFIED | | | 0048 801-01504 4.000 EACH | 105.00000 420.00| 35.00000 140.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0049 801-06207 12357.000 LFT | 0.95000 11739.15| 0.95000 11739.15| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06212 4.000 EACH | 150.00000 600.00| 65.00000 260.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, (ONLY) | | | 0051 801-06577 88.000 LFT | 8.30000 730.40| 6.00000 528.00| TEMPORARY PAVEMENT MARKING , REMOVABLE, | | | 24" SOLID WHITE | | | 0052 801-06640 20.000 EACH | 99.00000 1980.00| 101.00000 2020.00| CONSTRUCTION SIGN, A | | | 0053 801-06645 4.000 EACH | 20.00000 80.00| 60.00000 240.00| CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP | 94200.00000 94200.00| 131482.11000 131482.11| MAINTAINING TRAFFIC | | | 0055 801-07118 96.000 LFT | 10.00000 960.00| 1344.00000 129024.00| BARRICADE, III-A | | | 0056 802-05701 83.000 LFT | 15.10000 1253.30| 15.00000 1245.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0057 802-07060 7.000 EACH | 153.00000 1071.00| 125.00000 875.00| SIGN, SHEET, RELOCATE | | | 0058 802-09838 67.300 SFT | 15.30000 1029.69| 21.00000 1413.30| SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 170 -5 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 805-01300 1.000 EACH | 2721.00000 2721.00| 2000.00000 2000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0060 805-01815 4.000 EACH | 2015.00000 8060.00| 2200.00000 8800.00| SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0061 805-01842 5.000 EACH | 958.00000 4790.00| 800.00000 4000.00| HANDHOLE, SIGNAL | | | 0062 805-02087 LUMP | 637.00000 637.00| 1000.00000 1000.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0063 805-02150 8.000 EACH | 557.00000 4456.00| 565.00000 4520.00| PEDESTRIAN SIGNAL HEAD, 18 IN | | | 0065 805-09539 8.000 EACH | 320.00000 2560.00| 495.00000 3960.00| LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0066 805-78100 1.000 EACH | 10317.00000 10317.00| 12500.00000 12500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0067 805-78205 8.000 EACH | 569.00000 4552.00| 565.00000 4520.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0068 805-78370 8.000 EACH | 142.00000 1136.00| 105.00000 840.00| PEDESTRIAN PUSH BUTTON | | | 0069 805-78415 4.000 EACH | 1544.00000 6176.00| 1950.00000 7800.00| SPAN, CATENARY, AND TETHER | | | 0070 805-78420 4.000 EACH | 290.00000 1160.00| 300.00000 1200.00| DISCONNECT HANGER | | | 0071 805-78445 1.000 EACH | 667.00000 667.00| 750.00000 750.00| SIGNAL SERVICE | | | 0072 805-78467 34.100 LFT | 3.00000 102.30| 2.50000 85.25| SIGNAL CABLE, 3C 8GA | | | 0073 805-78480 1427.200 LFT | 1.70000 2426.24| 1.75000 2497.60| SIGNAL CABLE, 3C 14GA | | | 0074 805-78485 1561.600 LFT | 2.00000 3123.20| 1.90000 2967.04| SIGNAL CABLE, 5C 14GA | | | 0075 805-78490 702.500 LFT | 2.10000 1475.25| 2.00000 1405.00| SIGNAL CABLE, 7C 14GA | | | 0076 805-78510 3300.500 LFT | 1.30000 4290.65| 1.50000 4950.75| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0077 805-78785 15.000 EACH | 840.00000 12600.00| 675.00000 10125.00| SIGNAL DETECTOR HOUSING | | | 0078 805-78925 1.000 EACH | 1467.00000 1467.00| 675.00000 675.00| CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 170 -6 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 805-81032 4.000 EACH | 3351.00000 13404.00| 3900.00000 15600.00| SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0080 805-92504 2.000 EACH | 217.00000 434.00| 275.00000 550.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0081 807-06592 981.000 LFT | 13.60000 13341.60| 11.00000 10791.00| CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0082 808-06701 764.000 LFT | 0.47000 359.08| 0.75000 573.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0083 808-06703 1095.000 LFT | 0.47000 514.65| 0.75000 821.25| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0084 808-75245 3386.000 LFT | 0.47000 1591.42| 0.75000 2539.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0085 808-75297 171.000 LFT | 5.00000 855.00| 5.00000 855.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0086 808-75300 709.000 LFT | 1.50000 1063.50| 1.50000 1063.50| TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0087 808-75320 5.000 EACH | 75.00000 375.00| 75.00000 375.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0088 808-75325 2.000 EACH | 100.00000 200.00| 100.00000 200.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0089 805-78795 2345.500 LFT | 6.70000 15714.85| 7.00000 16418.50| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0090 805-78470 6718.400 LFT | 0.20000 1343.68| 0.25000 1679.60| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | SECTION TOTALS | $ 884,409.66| $ 1,032,301.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 884,409.66| $ 1,032,301.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SLIDE CORRECTION COMPLETION DATE : 10/03/11 LOCATION : ON SR 44 FROM 4.54 MILES WEST TO 4.38 MILES WEST OF SR 1 PROJECT(S) : 9901550 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 592,769.69 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 603,000.00 101.7258% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 743,909.93 125.4973% 4 35-1917625 MILESTONE CONTRACTORS LP $ 773,600.00 130.5060% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -2 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-1618530 |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC 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 | 4500.00000 4500.00| 10000.00000 10000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 135.00000 270.00| 150.00000 300.00| 350.00000 700.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 85.00000 2550.00| 150.00000 4500.00| 75.00000 2250.00 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 | 29625.00000 29625.00| 32000.00000 32000.00| 37195.49000 37195.49 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 5925.00000 5925.00| 15000.00000 15000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0012 202-02241 1722.000 LFT | 1.35000 2324.70| 1.35000 2324.70| 1.35000 2324.70 GUARDRAIL, REMOVE | | | 0013 202-02272 561.000 LFT | 6.00000 3366.00| 3.50000 1963.50| 15.00000 8415.00 PAVED SIDE DITCH, REMOVE | | | 0014 203-02000 2123.000 CYS | 10.50000 22291.50| 20.00000 42460.00| 25.00000 53075.00 EXCAVATION, COMMON | | | 0015 203-02070 1108.000 CYS | 15.00000 16620.00| 14.50000 16066.00| 30.00000 33240.00 BORROW | | | 0016 203-09937 LUMP | 201633.49000 201633.49| 185000.00000 185000.00| 220000.00000 220000.00 SLOPE STABILIZATION | | | 0017 205-03371 7.000 CYS | 100.00000 700.00| 50.00000 350.00| 35.00000 245.00 SEDIMENT, REMOVE | | | 0018 205-06931 6.000 TON | 125.00000 750.00| 75.00000 450.00| 90.00000 540.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 4.000 EACH | 160.00000 640.00| 150.00000 600.00| 145.00000 580.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -3 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-1618530 |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 2000.000 LFT | 1.70000 3400.00| 1.50000 3000.00| 1.50000 3000.00 TEMPORARY SILT FENCE | | | 0021 205-09543 237.000 TON | 38.75000 9183.75| 42.00000 9954.00| 55.00000 13035.00 NO 2 STONE | | | 0022 207-08262 1455.000 SYS | 15.00000 21825.00| 12.00000 17460.00| 8.00000 11640.00 SUBGRADE TREATMENT, TYPE I | | | 0023 207-08267 191.000 SYS | 12.75000 2435.25| 20.00000 3820.00| 40.00000 7640.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 210-07857 3.000 EACH | 2500.00000 7500.00| 1100.00000 3300.00| 2500.00000 7500.00 INCLINOMETER | | | 0025 211-09264 384.000 CYS | 30.00000 11520.00| 23.00000 8832.00| 35.00000 13440.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0026 214-07202 750.000 SYS | 3.00000 2250.00| 3.00000 2250.00| 5.00000 3750.00 GEOGRID, TYPE I | | | 0027 301-07448 188.000 TON | 23.00000 4324.00| 31.00000 5828.00| 40.00000 7520.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 402-07432 60.000 TON | 102.50000 6150.00| 90.00000 5400.00| 98.50000 5910.00 HMA SURFACE, TYPE A | | | 0029 402-07433 70.000 TON | 102.50000 7175.00| 95.00000 6650.00| 98.50000 6895.00 HMA SURFACE, TYPE B | | | 0030 402-07438 120.000 TON | 90.00000 10800.00| 74.00000 8880.00| 84.95000 10194.00 HMA INTERMEDIATE, TYPE B | | | 0031 402-07441 285.000 TON | 72.50000 20662.50| 60.00000 17100.00| 65.50000 18667.50 HMA BASE, TYPE B | | | 0032 406-05520 0.700 TON | 450.00000 315.00| 100.00000 70.00| 450.00000 315.00 ASPHALT FOR TACK COAT | | | 0033 601-01740 1.000 EACH | 1880.00000 1880.00| 1880.00000 1880.00| 1880.00000 1880.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0034 601-05071 2.000 EACH | 2125.00000 4250.00| 2125.00000 4250.00| 2125.00000 4250.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0035 601-94689 3.000 EACH | 1850.00000 5550.00| 2350.00000 7050.00| 2350.00000 7050.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 1737.500 LFT | 16.20000 28147.50| 16.20000 28147.50| 16.20000 28147.50 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0037 607-06355 461.000 LFT | 32.00000 14752.00| 40.00000 18440.00| 40.00000 18440.00 PAVED SIDE DITCH, E , MODIFIED | | | 0038 610-07487 52.000 TON | 112.50000 5850.00| 120.00000 6240.00| 107.00000 5564.00 HMA FOR APPROACHES, TYPE B | | | 0039 611-06497 4.000 EACH | 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -4 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-1618530 |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-02320 1168.000 SYS | 2.45000 2861.60| 3.00000 3504.00| 4.00000 4672.00 GEOTEXTILES | | | 0041 616-05688 17.300 TON | 44.50000 769.85| 72.00000 1245.60| 75.00000 1297.50 RIPRAP, CLASS 1 | | | 0042 616-06405 834.000 TON | 25.25000 21058.50| 31.00000 25854.00| 50.00000 41700.00 RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH | 675.00000 675.00| 600.00000 600.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-02770 602.000 SYS | 2.25000 1354.50| 2.00000 1204.00| 2.00000 1204.00 EROSION CONTROL BLANKET | | | 0045 621-06559 2236.000 SYS | 1.00000 2236.00| 0.89000 1990.04| 0.89000 1990.04 MULCHED SEEDING, R | | | 0046 621-06567 0.500 kGAL | 1.10000 0.55| 1.00000 0.50| 1.00000 0.50 WATER | | | 0047 621-06574 140.000 SYS | 11.25000 1575.00| 9.00000 1260.00| 9.00000 1260.00 SODDING | | | 0048 628-09402 15.000 MOS | 2000.00000 30000.00| 1500.00000 22500.00| 3500.00000 52500.00 FIELD OFFICE, B | | | 0049 628-09407 15.000 MOS | 375.00000 5625.00| 250.00000 3750.00| 250.00000 3750.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0050 715-05154 642.000 LFT | 41.00000 26322.00| 49.00000 31458.00| 50.00000 32100.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0051 715-05422 65.000 LFT | 90.00000 5850.00| 125.00000 8125.00| 100.00000 6500.00 PIPE, SLOTTED DRAIN, 12 IN | | | 0052 715-09064 642.000 LFT | 4.00000 2568.00| 3.85000 2471.70| 3.85000 2471.70 VIDEO INSPECTION FOR PIPE | | | 0053 715-46000 3.000 EACH | 250.00000 750.00| 400.00000 1200.00| 500.00000 1500.00 PIPE END SECTION, 12 IN | | | 0054 715-46020 1.000 EACH | 450.00000 450.00| 500.00000 500.00| 650.00000 650.00 PIPE END SECTION, 24 IN | | | 0055 718-99153 308.000 SYS | 2.00000 616.00| 1.00000 308.00| 3.00000 924.00 GEOTEXTILES FOR UNDERDRAIN , FRENCH | | | DRAIN | | | 0056 720-45030 1.000 EACH | 1475.00000 1475.00| 1400.00000 1400.00| 2500.00000 2500.00 INLET, E7 | | | 0057 720-45035 3.000 EACH | 1500.00000 4500.00| 1500.00000 4500.00| 2500.00000 7500.00 INLET, F7 | | | 0058 801-03290 2.000 EACH | 170.00000 340.00| 150.00000 300.00| 150.00000 300.00 CONSTRUCTION SIGN, C | | | 0059 801-04308 4.000 EACH | 200.00000 800.00| 175.00000 700.00| 175.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -5 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-1618530 |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06625 23.000 EACH | 65.00000 1495.00| 55.00000 1265.00| 55.00000 1265.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 8.000 EACH | 115.00000 920.00| 100.00000 800.00| 100.00000 800.00 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP | 15000.00000 15000.00| 12476.46000 12476.46| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0063 801-07118 48.000 LFT | 14.75000 708.00| 13.50000 648.00| 13.50000 648.00 BARRICADE, III-A | | | 0064 801-07119 48.000 LFT | 14.75000 708.00| 13.50000 648.00| 13.50000 648.00 BARRICADE, III-B | | | 0065 808-06703 600.000 LFT | 1.10000 660.00| 1.00000 600.00| 1.00000 600.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0066 808-75245 2600.000 LFT | 1.10000 2860.00| 1.00000 2600.00| 1.00000 2600.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75996 4.000 EACH | 40.00000 160.00| 1.00000 4.00| 30.00000 120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 4.000 EACH | 115.00000 460.00| 179.00000 716.00| 100.00000 400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 592,769.69| $ 603,000.00| $ 743,909.93 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 592,769.69| $ 603,000.00| $ 743,909.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -6 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | 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 | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 140.00000 280.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 110.00000 3300.00| | 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 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 38650.00000 38650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 20000.00000 20000.00| | CLEARING RIGHT OF WAY | | | 0012 202-02241 1722.000 LFT | 1.43000 2462.46| | GUARDRAIL, REMOVE | | | 0013 202-02272 561.000 LFT | 14.00000 7854.00| | PAVED SIDE DITCH, REMOVE | | | 0014 203-02000 2123.000 CYS | 35.00000 74305.00| | EXCAVATION, COMMON | | | 0015 203-02070 1108.000 CYS | 15.00000 16620.00| | BORROW | | | 0016 203-09937 LUMP | 231104.56000 231104.56| | SLOPE STABILIZATION | | | 0017 205-03371 7.000 CYS | 25.00000 175.00| | SEDIMENT, REMOVE | | | 0018 205-06931 6.000 TON | 140.00000 840.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 4.000 EACH | 153.00000 612.00| | TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -7 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 2000.000 LFT | 1.68000 3360.00| | TEMPORARY SILT FENCE | | | 0021 205-09543 237.000 TON | 35.00000 8295.00| | NO 2 STONE | | | 0022 207-08262 1455.000 SYS | 22.00000 32010.00| | SUBGRADE TREATMENT, TYPE I | | | 0023 207-08267 191.000 SYS | 37.00000 7067.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0024 210-07857 3.000 EACH | 1156.00000 3468.00| | INCLINOMETER | | | 0025 211-09264 384.000 CYS | 35.00000 13440.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0026 214-07202 750.000 SYS | 5.75000 4312.50| | GEOGRID, TYPE I | | | 0027 301-07448 188.000 TON | 35.00000 6580.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 402-07432 60.000 TON | 98.50000 5910.00| | HMA SURFACE, TYPE A | | | 0029 402-07433 70.000 TON | 98.50000 6895.00| | HMA SURFACE, TYPE B | | | 0030 402-07438 120.000 TON | 84.95000 10194.00| | HMA INTERMEDIATE, TYPE B | | | 0031 402-07441 285.000 TON | 65.50000 18667.50| | HMA BASE, TYPE B | | | 0032 406-05520 0.700 TON | 450.00000 315.00| | ASPHALT FOR TACK COAT | | | 0033 601-01740 1.000 EACH | 1975.00000 1975.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0034 601-05071 2.000 EACH | 2232.00000 4464.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0035 601-94689 3.000 EACH | 2468.00000 7404.00| | GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 1737.500 LFT | 17.00000 29537.50| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0037 607-06355 461.000 LFT | 63.00000 29043.00| | PAVED SIDE DITCH, E , MODIFIED | | | 0038 610-07487 52.000 TON | 107.00000 5564.00| | HMA FOR APPROACHES, TYPE B | | | 0039 611-06497 4.000 EACH | 211.00000 844.00| | MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -8 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-02320 1168.000 SYS | 2.25000 2628.00| | GEOTEXTILES | | | 0041 616-05688 17.300 TON | 72.00000 1245.60| | RIPRAP, CLASS 1 | | | 0042 616-06405 834.000 TON | 45.00000 37530.00| | RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH | 1051.00000 1051.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-02770 602.000 SYS | 1.46000 878.92| | EROSION CONTROL BLANKET | | | 0045 621-06559 2236.000 SYS | 0.51000 1140.36| | MULCHED SEEDING, R | | | 0046 621-06567 0.500 kGAL | 104.00000 52.00| | WATER | | | 0047 621-06574 140.000 SYS | 15.18000 2125.20| | SODDING | | | 0048 628-09402 15.000 MOS | 1750.00000 26250.00| | FIELD OFFICE, B | | | 0049 628-09407 15.000 MOS | 280.00000 4200.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0050 715-05154 642.000 LFT | 66.00000 42372.00| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0051 715-05422 65.000 LFT | 263.00000 17095.00| | PIPE, SLOTTED DRAIN, 12 IN | | | 0052 715-09064 642.000 LFT | 4.20000 2696.40| | VIDEO INSPECTION FOR PIPE | | | 0053 715-46000 3.000 EACH | 495.00000 1485.00| | PIPE END SECTION, 12 IN | | | 0054 715-46020 1.000 EACH | 490.00000 490.00| | PIPE END SECTION, 24 IN | | | 0055 718-99153 308.000 SYS | 2.25000 693.00| | GEOTEXTILES FOR UNDERDRAIN , FRENCH | | | DRAIN | | | 0056 720-45030 1.000 EACH | 2500.00000 2500.00| | INLET, E7 | | | 0057 720-45035 3.000 EACH | 2500.00000 7500.00| | INLET, F7 | | | 0058 801-03290 2.000 EACH | 158.00000 316.00| | CONSTRUCTION SIGN, C | | | 0059 801-04308 4.000 EACH | 184.00000 736.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 180 -9 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06625 23.000 EACH | 58.00000 1334.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 8.000 EACH | 105.50000 844.00| | CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP | 7655.00000 7655.00| | MAINTAINING TRAFFIC | | | 0063 801-07118 48.000 LFT | 14.25000 684.00| | BARRICADE, III-A | | | 0064 801-07119 48.000 LFT | 14.25000 684.00| | BARRICADE, III-B | | | 0065 808-06703 600.000 LFT | 1.06000 636.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0066 808-75245 2600.000 LFT | 1.06000 2756.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75996 4.000 EACH | 11.00000 44.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 4.000 EACH | 106.00000 424.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 773,600.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 773,600.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 190 -1 VENDOR RANKING CALL ORDER : 190 CONTRACT ID : R -29540-A COUNTIES : HENDRICKS LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : SCOUR PROTECTION COMPLETION DATE : 10/20/10 LOCATION : ON SR 267, 0.62 MILE NORTH OF US 36 PROJECT(S) : 0500541 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 H E HENDERSON INC $ 55,327.85 100.0000% 2 35-1636776 LINKEL COMPANY $ 66,545.00 120.2740% 3 35-0999231 HUNT PAVING COMPANY INC $ 114,555.00 207.0476% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 190 -2 TABULATION OF BIDS CALL ORDER : 190 CONTRACT ID : R -29540-A COUNTIES : HENDRICKS LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1636776 |( 3 ) 35-0999231 |H E HENDERSON INC |LINKEL COMPANY |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCOUR PROTECTION | | | 0001 105-06845 LUMP | 2041.60000 2041.60| 15000.00000 15000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 160.50000 321.00| 100.00000 200.00| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 160.50000 2889.00| 100.00000 1800.00| 80.00000 1440.00 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 | 7168.50000 7168.50| 15000.00000 15000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 205-03371 15.000 CYS | 325.91000 4888.65| 50.00000 750.00| 750.00000 11250.00 SEDIMENT, REMOVE | | | 0011 616-02320 100.000 SYS | 5.35000 535.00| 2.00000 200.00| 50.00000 5000.00 GEOTEXTILES | | | 0012 616-06405 60.000 TON | 111.57000 6694.20| 100.00000 6000.00| 387.00000 23220.00 RIPRAP, REVETMENT | | | 0013 628-09402 9.000 MOS | 1926.00000 17334.00| 1500.00000 13500.00| 1800.00000 16200.00 FIELD OFFICE, B | | | 0014 628-09407 9.000 MOS | 267.50000 2407.50| 150.00000 1350.00| 200.00000 1800.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0015 801-03290 6.000 EACH | 220.50000 1323.00| 300.00000 1800.00| 210.00000 1260.00 CONSTRUCTION SIGN, C | | | 0016 801-06640 12.000 EACH | 94.50000 1134.00| 120.00000 1440.00| 90.00000 1080.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 8586.40000 8586.40| 9500.00000 9500.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 55,327.85| $ 66,545.00| $ 114,555.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 55,327.85| $ 66,545.00| $ 114,555.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD CONSTRUCTION COMPLETION DATE : 12/15/11 LOCATION : ON CROWN CREEK BOULEVARD AND ELIASON ROAD FROM PROJECT(S) : 0400033 CENTERVILLE ROAD TO US 40 0901667 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 2,141,955.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 2,177,450.00 101.6571% 3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,357,500.00 110.0630% 4 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,537,604.74 118.4714% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -2 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 45000.00000 45000.00| 30000.00000 30000.00 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 | 106700.00000 106700.00| 108500.00000 108500.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 106000.00000 106000.00| 108000.00000 108000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0011 202-02240 100.000 SYS | 9.00000 900.00| 8.00000 800.00| 12.00000 1200.00 PAVEMENT REMOVAL | | | 0012 202-52710 64.000 SYS | 7.00000 448.00| 8.00000 512.00| 9.00000 576.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-91385 2.000 EACH | 310.00000 620.00| 421.77000 843.54| 250.00000 500.00 INLET, REMOVE | | | 0014 202-96133 344.000 LFT | 11.00000 3784.00| 15.00000 5160.00| 11.00000 3784.00 PIPE, REMOVE | | | 0015 203-02000 19140.000 CYS | 10.75000 205755.00| 7.50000 143550.00| 17.00000 325380.00 EXCAVATION, COMMON | | | 0016 205-06933 4.000 EACH | 120.00000 480.00| 130.00000 520.00| 122.00000 488.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 5505.000 LFT | 1.78000 9798.90| 1.50000 8257.50| 1.35000 7431.75 TEMPORARY SILT FENCE | | | 0018 205-09543 166.000 TON | 25.00000 4150.00| 40.00000 6640.00| 18.00000 2988.00 NO 2 STONE | | | 0019 207-08264 25260.000 SYS | 4.50000 113670.00| 1.50000 37890.00| 4.00000 101040.00 SUBGRADE TREATMENT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -3 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08265 2400.000 SYS | 4.50000 10800.00| 9.00000 21600.00| 7.50000 18000.00 SUBGRADE TREATMENT, TYPE IIA | | | 0021 207-08267 100.000 SYS | 8.00000 800.00| 12.75000 1275.00| 7.60000 760.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 207-08268 4100.000 SYS | 13.00000 53300.00| 12.75000 52275.00| 13.00000 53300.00 SUBGRADE TREATMENT, TYPE IV | | | 0023 211-09264 1240.000 CYS | 19.00000 23560.00| 25.00000 31000.00| 18.00000 22320.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0024 211-09268 574.000 CYS | 73.00000 41902.00| 90.00000 51660.00| 92.00000 52808.00 STRUCTURAL BACKFILL, TYPE 5 | | | 0025 301-07448 16410.000 TON | 14.00000 229740.00| 12.25000 201022.50| 14.30000 234663.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 301-07448 80.000 TON | 26.00000 2080.00| 25.00000 2000.00| 23.00000 1840.00 COMPACTED AGGREGATE, NO. 53, BASE , | | | LIMESTONE | | | 0027 303-07662 990.000 TON | 25.00000 24750.00| 71.75000 71032.50| 60.00000 59400.00 STONE , GLACIAL ERRATIC, TYPE 1 | | | 0028 304-07492 1.000 TON | 250.00000 250.00| 260.00000 260.00| 170.00000 170.00 WIDENING WITH HMA, TYPE A | | | 0029 306-08034 30.000 SYS | 28.00000 840.00| 120.00000 3600.00| 80.00000 2400.00 MILLING, ASPHALT, 1 1/2 IN | | | 0030 401-07320 2880.000 TON | 62.10000 178848.00| 65.00000 187200.00| 74.00000 213120.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0031 401-07389 2500.000 TON | 52.75000 131875.00| 55.00000 137500.00| 66.00000 165000.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0032 401-07406 3990.000 TON | 50.65000 202093.50| 54.00000 215460.00| 65.00000 259350.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0033 402-07432 40.000 TON | 104.00000 4160.00| 105.00000 4200.00| 96.00000 3840.00 HMA SURFACE, TYPE A | | | 0034 402-07435 70.000 TON | 98.40000 6888.00| 105.00000 7350.00| 90.00000 6300.00 HMA INTERMEDIATE, TYPE A | | | 0035 406-05520 28.000 TON | 460.00000 12880.00| 475.00000 13300.00| 10.00000 280.00 ASPHALT FOR TACK COAT | | | 0036 601-01701 1.000 EACH | 1835.00000 1835.00| 1850.00000 1850.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0037 601-02241 49.000 LFT | 20.00000 980.00| 21.75000 1065.75| 20.00000 980.00 GUARDRAIL, REMOVE | | | 0038 601-02800 4.000 EACH | 1122.00000 4488.00| 1125.00000 4500.00| 1100.00000 4400.00 GUARDRAIL TRANSITION, TGT | | | 0039 601-06855 2.000 EACH | 867.00000 1734.00| 900.00000 1800.00| 850.00000 1700.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -4 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-94689 1.000 EACH | 2474.00000 2474.00| 2500.00000 2500.00| 2425.00000 2425.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 27.000 LFT | 20.40000 550.80| 21.75000 587.25| 20.00000 540.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0042 603-06060 80.000 LFT | 20.00000 1600.00| 21.75000 1740.00| 20.00000 1600.00 FENCE, FARM FIELD, RESET | | | 0043 604-07901 98.000 SYS | 175.00000 17150.00| 150.00000 14700.00| 108.00000 10584.00 CURB RAMP, CONCRETE, G | | | 0044 604-91531 30.000 SYS | 50.00000 1500.00| 40.00000 1200.00| 50.00000 1500.00 SIDEWALK, CONCRETE, 4 IN | | | 0045 605-06155 182.000 LFT | 27.00000 4914.00| 45.00000 8190.00| 30.00000 5460.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0046 605-97937 141.000 LFT | 28.00000 3948.00| 45.00000 6345.00| 32.00000 4512.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0047 607-92907 14.000 LFT | 140.00000 1960.00| 400.00000 5600.00| 18.00000 252.00 GUTTER CONCRETE, TURNOUT | | | 0048 610-07486 180.000 TON | 100.50000 18090.00| 105.00000 18900.00| 84.00000 15120.00 HMA FOR APPROACHES, TYPE A | | | 0049 610-08446 50.000 SYS | 50.00000 2500.00| 75.00000 3750.00| 52.00000 2600.00 PCCP FOR APPROACHES, 6 IN | | | 0050 616-02320 738.000 SYS | 2.75000 2029.50| 2.75000 2029.50| 3.00000 2214.00 GEOTEXTILES | | | 0051 621-01004 6.000 EACH | 1045.00000 6270.00| 1125.00000 6750.00| 650.00000 3900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-03909 4.000 LBS | 535.00000 2140.00| 550.00000 2200.00| 1030.00000 4120.00 SEED MIXTURE, NATIVE | | | 0053 621-03909 2.000 LBS | 2290.00000 4580.00| 2275.00000 4550.00| 2129.00000 4258.00 SEED MIXTURE, NATIVE , WITH EROSION | | | CONTROL BLANKET | | | 0054 621-06559 42220.000 SYS | 0.35000 14777.00| 0.40000 16888.00| 0.34000 14354.80 MULCHED SEEDING, R | | | 0055 621-06575 8830.000 SYS | 3.19000 28167.70| 4.50000 39735.00| 2.74000 24194.20 SODDING, NURSERY | | | 0056 622-05639 12.000 EACH | 65.30000 783.60| 65.00000 780.00| 107.00000 1284.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | ARONIA MELANOCARPA, "BLACK CHERRY" | | | 0057 622-05639 14.000 EACH | 65.30000 914.20| 65.00000 910.00| 107.00000 1498.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | CORNUS OBIQUA, "PALE DOGWOOD" | | | 0058 622-05639 13.000 EACH | 68.30000 887.90| 68.00000 884.00| 107.00000 1391.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | CYNOSBATI, "PASTURE GOOSEBERRY" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -5 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 622-05639 13.000 EACH | 91.80000 1193.40| 92.00000 1196.00| 107.00000 1391.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | LINDERA BENZOIN, "SPICEBUSH" | | | 0060 622-05639 17.000 EACH | 70.40000 1196.80| 72.00000 1224.00| 107.00000 1819.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | PHYSOCARPUS OPULIFOLIUS | | | 0061 622-05639 11.000 EACH | 53.05000 583.55| 55.00000 605.00| 107.00000 1177.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | SAMBUCUS CANADENSIS, "ELDERBERRY" | | | 0062 622-05639 13.000 EACH | 63.25000 822.25| 65.00000 845.00| 107.00000 1391.00 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | VERTICILLATA, "COMMON WINTERBERRY" | | | 0063 622-05649 7.000 EACH | 306.00000 2142.00| 305.00000 2135.00| 317.00000 2219.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , ACER NEGUNDO, "BOX ELDER" | | | 0064 622-05649 7.000 EACH | 382.00000 2674.00| 380.00000 2660.00| 385.00000 2695.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , ACER NIGRUM, "BLACK MAPLE" | | | 0065 622-05649 5.000 EACH | 336.00000 1680.00| 340.00000 1700.00| 343.00000 1715.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , ASIMINA TRILOBA, "COMMON | | | PAW PAW" | | | 0066 622-05649 3.000 EACH | 433.00000 1299.00| 430.00000 1290.00| 421.00000 1263.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , CARYA LACINIOSA "SHELLBARK | | | HICKORY" | | | 0067 622-05649 8.000 EACH | 280.00000 2240.00| 280.00000 2240.00| 306.00000 2448.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , CELTIS OCCIDENTALIS, | | | "HACKBERRY" | | | 0068 622-05649 7.000 EACH | 321.00000 2247.00| 325.00000 2275.00| 340.00000 2380.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , CORNUS FLORIDA, "FLOWERING | | | DOGWOOD" | | | 0069 622-05649 4.000 EACH | 301.00000 1204.00| 300.00000 1200.00| 306.00000 1224.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , CRATAEGUS MOLLIS, "DOWNY | | | HAWTHORN" | | | 0070 622-05649 7.000 EACH | 357.00000 2499.00| 360.00000 2520.00| 385.00000 2695.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , FAGUS GRANDIFOLIA, | | | "AMERICAN BEECH" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -6 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 622-05649 5.000 EACH | 275.00000 1375.00| 275.00000 1375.00| 306.00000 1530.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , GLEDITSIA TRIACANTHOS, | | | "HONEY LOCUST" | | | 0072 622-05649 5.000 EACH | 433.00000 2165.00| 440.00000 2200.00| 419.00000 2095.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , JUGLANS CINEREA, | | | "BUTTERNUT" | | | 0073 622-05649 13.000 EACH | 280.00000 3640.00| 290.00000 3770.00| 306.00000 3978.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , LIRIODENDRON TULIPIFERA | | | 0074 622-05649 11.000 EACH | 285.00000 3135.00| 300.00000 3300.00| 306.00000 3366.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , PLANTANUS OCCIDENTALIS | | | 0075 622-05649 12.000 EACH | 285.00000 3420.00| 290.00000 3480.00| 306.00000 3672.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , POPULUS DELTOIDES,"EASTERN | | | COTTONWOOD" | | | 0076 622-05649 8.000 EACH | 285.00000 2280.00| 290.00000 2320.00| 317.00000 2536.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , QUERCUS IMBRICARIA, | | | "SHINGLE OAK" | | | 0077 622-05649 7.000 EACH | 295.00000 2065.00| 300.00000 2100.00| 306.00000 2142.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , QUERCUS PALUSTRIS, "PIN | | | OAK" | | | 0078 622-05649 13.000 EACH | 265.00000 3445.00| 265.00000 3445.00| 306.00000 3978.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , ULMUS AMERICANNA, | | | "AMERICAN ELM" | | | 0079 622-52436 3.000 EACH | 40.80000 122.40| 45.00000 135.00| 43.00000 129.00 SIGN, DO NOT MOW OR SPRAY | | | 0080 628-09401 15.000 MOS | 1220.00000 18300.00| 2000.00000 30000.00| 2000.00000 30000.00 FIELD OFFICE, A | | | 0081 628-09407 15.000 MOS | 204.00000 3060.00| 500.00000 7500.00| 350.00000 5250.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0082 702-90915 30.000 CYS | 1675.00000 50250.00| 800.00000 24000.00| 600.00000 18000.00 CONCRETE, CLASS A | | | 0083 706-01268 5.000 LFT | 815.00000 4075.00| 850.00000 4250.00| 800.00000 4000.00 HANDRAIL, ALUMINUM | | | 0084 706-06347 53.000 LFT | 142.00000 7526.00| 150.00000 7950.00| 140.00000 7420.00 RAILING, CF-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -7 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 709-51821 LUMP | 3060.00000 3060.00| 2500.00000 2500.00| 1300.00000 1300.00 SURFACE SEAL | | | 0086 714-09726 120.000 SFT | 70.00000 8400.00| 52.00000 6240.00| 41.00000 4920.00 HEADWALL | | | 0087 715-05146 4.000 LFT | 35.00000 140.00| 65.00000 260.00| 20.00000 80.00 PIPE, TYPE 2, CIRCULAR, 6 IN | | | 0088 715-05147 4.000 LFT | 40.00000 160.00| 65.00000 260.00| 22.00000 88.00 PIPE, TYPE 2, CIRCULAR, 8 IN | | | 0089 715-05148 21.000 LFT | 25.00000 525.00| 25.00000 525.00| 25.00000 525.00 PIPE, TYPE 2, CIRCULAR, 10 IN | | | 0090 715-05149 350.000 LFT | 39.00000 13650.00| 30.00000 10500.00| 28.00000 9800.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0091 715-05151 700.000 LFT | 38.00000 26600.00| 30.00000 21000.00| 30.00000 21000.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0092 715-05152 200.000 LFT | 53.00000 10600.00| 38.00000 7600.00| 32.00000 6400.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0093 715-05154 40.000 LFT | 60.00000 2400.00| 45.00000 1800.00| 40.00000 1600.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0094 715-05156 240.000 LFT | 40.00000 9600.00| 1.00000 240.00| 57.00000 13680.00 PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0095 715-05162 70.000 LFT | 155.00000 10850.00| 110.00000 7700.00| 128.00000 8960.00 PIPE, TYPE 2, CIRCULAR, 54 IN | | | 0096 715-05344 112.000 LFT | 142.00000 15904.00| 130.00000 14560.00| 190.00000 21280.00 PIPE, TYPE 2, DEFORMED, MIN AREA 12.9 S | | | 0097 715-08282 29.000 TON | 121.80000 3532.20| 130.00000 3770.00| 125.00000 3625.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0098 715-46000 2.000 EACH | 289.00000 578.00| 265.00000 530.00| 300.00000 600.00 PIPE END SECTION, 12 IN | | | 0099 715-46005 13.000 EACH | 320.00000 4160.00| 290.00000 3770.00| 350.00000 4550.00 PIPE END SECTION, 15 IN | | | 0100 715-46010 8.000 EACH | 385.00000 3080.00| 350.00000 2800.00| 375.00000 3000.00 PIPE END SECTION, 18 IN | | | 0101 715-46020 2.000 EACH | 540.00000 1080.00| 650.00000 1300.00| 450.00000 900.00 PIPE END SECTION, 24 IN | | | 0102 715-46030 2.000 EACH | 735.00000 1470.00| 525.00000 1050.00| 500.00000 1000.00 PIPE END SECTION, 30 IN | | | 0103 720-01092 1.000 EACH | 2856.00000 2856.00| 5000.00000 5000.00| 3100.00000 3100.00 MANHOLE, J15, MODIFIED | | | 0104 720-44000 20.000 EACH | 430.00000 8600.00| 500.00000 10000.00| 420.00000 8400.00 CASTING, ADJUST TO GRADE | | | 0105 720-45030 3.000 EACH | 1296.00000 3888.00| 1500.00000 4500.00| 1350.00000 4050.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -8 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 720-45045 1.000 EACH | 1610.00000 1610.00| 1600.00000 1600.00| 1685.00000 1685.00 INLET, J10 | | | 0107 720-45270 1.000 EACH | 1149.00000 1149.00| 1200.00000 1200.00| 1200.00000 1200.00 PIPE CATCH BASIN, 18 IN | | | 0108 720-45410 2.000 EACH | 1823.00000 3646.00| 3000.00000 6000.00| 2160.00000 4320.00 MANHOLE, C4 | | | 0109 720-45605 10.000 LFT | 400.00000 4000.00| 500.00000 5000.00| 114.00000 1140.00 STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0110 723-06660 986.000 SFT | 54.00000 53244.00| 35.00000 34510.00| 26.00000 25636.00 WINGWALL | | | 0111 723-08118 36.000 LFT | 2250.00000 81000.00| 3500.00000 126000.00| 2300.00000 82800.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN | | | X 132 IN | | | 0112 723-08381 38.000 LFT | 1680.00000 63840.00| 2800.00000 106400.00| 1800.00000 68400.00 STRUCTURE, PRECAST THREE-SIDED, 144 IN | | | X 84 IN | | | 0113 801-04308 4.000 EACH | 607.00000 2428.00| 360.00000 1440.00| 350.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0114 801-06625 24.000 EACH | 125.50000 3012.00| 110.00000 2640.00| 100.00000 2400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0115 801-06640 14.000 EACH | 249.75000 3496.50| 155.00000 2170.00| 150.00000 2100.00 CONSTRUCTION SIGN, A | | | 0116 801-06775 LUMP | 20164.40000 20164.40| 36348.16000 36348.16| 41709.15000 41709.15 MAINTAINING TRAFFIC | | | 0117 801-07118 136.000 LFT | 15.30000 2080.80| 15.50000 2108.00| 15.00000 2040.00 BARRICADE, III-A | | | 0118 802-05704 230.000 LFT | 11.20000 2576.00| 11.50000 2645.00| 11.00000 2530.00 SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | | ANCHOR BASE | | | 0119 802-09838 63.000 SFT | 24.50000 1543.50| 25.00000 1575.00| 24.00000 1512.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0120 802-09840 70.000 SFT | 25.50000 1785.00| 25.50000 1785.00| 25.00000 1750.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0121 808-06703 12710.000 LFT | 0.35000 4448.50| 0.38000 4829.80| 0.35000 4448.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0122 808-75245 9670.000 LFT | 0.35000 3384.50| 0.35000 3384.50| 0.33000 3191.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0123 808-75297 150.000 LFT | 5.75000 862.50| 6.00000 900.00| 5.65000 847.50 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -9 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 808-75300 380.000 LFT | 1.47000 558.60| 3.75000 1425.00| 3.65000 1387.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | SECTION TOTALS | $ 2,141,955.00| $ 2,177,450.00| $ 2,357,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,141,955.00| $ 2,177,450.00| $ 2,357,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -10 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 79970.88000 79970.88| | 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 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 16911.88000 16911.88| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 60522.39000 60522.39| | CLEARING RIGHT OF WAY | | | 0011 202-02240 100.000 SYS | 32.27000 3227.00| | PAVEMENT REMOVAL | | | 0012 202-52710 64.000 SYS | 10.71000 685.44| | SIDEWALK, CONCRETE, REMOVE | | | 0013 202-91385 2.000 EACH | 340.28000 680.56| | INLET, REMOVE | | | 0014 202-96133 344.000 LFT | 14.02000 4822.88| | PIPE, REMOVE | | | 0015 203-02000 19140.000 CYS | 17.69000 338586.60| | EXCAVATION, COMMON | | | 0016 205-06933 4.000 EACH | 135.64000 542.56| | TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 5505.000 LFT | 1.50000 8257.50| | TEMPORARY SILT FENCE | | | 0018 205-09543 166.000 TON | 30.83000 5117.78| | NO 2 STONE | | | 0019 207-08264 25260.000 SYS | 5.38000 135898.80| | SUBGRADE TREATMENT, TYPE II | | | 0020 207-08265 2400.000 SYS | 5.92000 14208.00| | SUBGRADE TREATMENT, TYPE IIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -11 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 207-08267 100.000 SYS | 23.74000 2374.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0022 207-08268 4100.000 SYS | 12.94000 53054.00| | SUBGRADE TREATMENT, TYPE IV | | | 0023 211-09264 1240.000 CYS | 22.71000 28160.40| | STRUCTURAL BACKFILL, TYPE 1 | | | 0024 211-09268 574.000 CYS | 60.76000 34876.24| | STRUCTURAL BACKFILL, TYPE 5 | | | 0025 301-07448 16410.000 TON | 17.55000 287995.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 301-07448 80.000 TON | 33.44000 2675.20| | COMPACTED AGGREGATE, NO. 53, BASE , | | | LIMESTONE | | | 0027 303-07662 990.000 TON | 88.39000 87506.10| | STONE , GLACIAL ERRATIC, TYPE 1 | | | 0028 304-07492 1.000 TON | 306.08000 306.08| | WIDENING WITH HMA, TYPE A | | | 0029 306-08034 30.000 SYS | 101.15000 3034.50| | MILLING, ASPHALT, 1 1/2 IN | | | 0030 401-07320 2880.000 TON | 76.03000 218966.40| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0031 401-07389 2500.000 TON | 64.58000 161450.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0032 401-07406 3990.000 TON | 62.01000 247419.90| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0033 402-07432 40.000 TON | 127.33000 5093.20| | HMA SURFACE, TYPE A | | | 0034 402-07435 70.000 TON | 120.47000 8432.90| | HMA INTERMEDIATE, TYPE A | | | 0035 406-05520 28.000 TON | 563.17000 15768.76| | ASPHALT FOR TACK COAT | | | 0036 601-01701 1.000 EACH | 2001.29000 2001.29| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0037 601-02241 49.000 LFT | 22.24000 1089.76| | GUARDRAIL, REMOVE | | | 0038 601-02800 4.000 EACH | 1223.01000 4892.04| | GUARDRAIL TRANSITION, TGT | | | 0039 601-06855 2.000 EACH | 945.05000 1890.10| | GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0040 601-94689 1.000 EACH | 2696.18000 2696.18| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -12 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 601-99105 27.000 LFT | 22.24000 600.48| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0042 603-06060 80.000 LFT | 22.24000 1779.20| | FENCE, FARM FIELD, RESET | | | 0043 604-07901 98.000 SYS | 222.37000 21792.26| | CURB RAMP, CONCRETE, G | | | 0044 604-91531 30.000 SYS | 118.56000 3556.80| | SIDEWALK, CONCRETE, 4 IN | | | 0045 605-06155 182.000 LFT | 38.78000 7057.96| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0046 605-97937 141.000 LFT | 40.96000 5775.36| | CURB AND GUTTER, CONCRETE, ROLL | | | 0047 607-92907 14.000 LFT | 72.27000 1011.78| | GUTTER CONCRETE, TURNOUT | | | 0048 610-07486 180.000 TON | 123.04000 22147.20| | HMA FOR APPROACHES, TYPE A | | | 0049 610-08446 50.000 SYS | 85.82000 4291.00| | PCCP FOR APPROACHES, 6 IN | | | 0050 616-02320 738.000 SYS | 0.93000 686.34| | GEOTEXTILES | | | 0051 621-01004 6.000 EACH | 722.69000 4336.14| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-03909 4.000 LBS | 1145.18000 4580.72| | SEED MIXTURE, NATIVE | | | 0053 621-03909 2.000 LBS | 2367.08000 4734.16| | SEED MIXTURE, NATIVE , WITH EROSION | | | CONTROL BLANKET | | | 0054 621-06559 42220.000 SYS | 0.38000 16043.60| | MULCHED SEEDING, R | | | 0055 621-06575 8830.000 SYS | 3.05000 26931.50| | SODDING, NURSERY | | | 0056 622-05639 12.000 EACH | 118.97000 1427.64| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | ARONIA MELANOCARPA, "BLACK CHERRY" | | | 0057 622-05639 14.000 EACH | 118.97000 1665.58| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | CORNUS OBIQUA, "PALE DOGWOOD" | | | 0058 622-05639 13.000 EACH | 118.97000 1546.61| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | CYNOSBATI, "PASTURE GOOSEBERRY" | | | 0059 622-05639 13.000 EACH | 118.97000 1546.61| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | LINDERA BENZOIN, "SPICEBUSH" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -13 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 622-05639 17.000 EACH | 118.97000 2022.49| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | PHYSOCARPUS OPULIFOLIUS | | | 0061 622-05639 11.000 EACH | 118.97000 1308.67| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | SAMBUCUS CANADENSIS, "ELDERBERRY" | | | 0062 622-05639 13.000 EACH | 118.97000 1546.61| | PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | | VERTICILLATA, "COMMON WINTERBERRY" | | | 0063 622-05649 7.000 EACH | 352.45000 2467.15| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , ACER NEGUNDO, "BOX ELDER" | | | 0064 622-05649 7.000 EACH | 428.05000 2996.35| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , ACER NIGRUM, "BLACK MAPLE" | | | 0065 622-05649 5.000 EACH | 381.36000 1906.80| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , ASIMINA TRILOBA, "COMMON | | | PAW PAW" | | | 0066 622-05649 3.000 EACH | 468.08000 1404.24| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , CARYA LACINIOSA "SHELLBARK | | | HICKORY" | | | 0067 622-05649 8.000 EACH | 340.22000 2721.76| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , CELTIS OCCIDENTALIS, | | | "HACKBERRY" | | | 0068 622-05649 7.000 EACH | 378.02000 2646.14| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , CORNUS FLORIDA, "FLOWERING | | | DOGWOOD" | | | 0069 622-05649 4.000 EACH | 340.22000 1360.88| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , CRATAEGUS MOLLIS, "DOWNY | | | HAWTHORN" | | | 0070 622-05649 7.000 EACH | 428.05000 2996.35| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , FAGUS GRANDIFOLIA, | | | "AMERICAN BEECH" | | | 0071 622-05649 5.000 EACH | 340.22000 1701.10| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , GLEDITSIA TRIACANTHOS, | | | "HONEY LOCUST" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -14 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 622-05649 5.000 EACH | 465.85000 2329.25| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , JUGLANS CINEREA, | | | "BUTTERNUT" | | | 0073 622-05649 13.000 EACH | 340.22000 4422.86| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , LIRIODENDRON TULIPIFERA | | | 0074 622-05649 11.000 EACH | 340.22000 3742.42| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , PLANTANUS OCCIDENTALIS | | | 0075 622-05649 12.000 EACH | 340.22000 4082.64| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , POPULUS DELTOIDES,"EASTERN | | | COTTONWOOD" | | | 0076 622-05649 8.000 EACH | 352.45000 2819.60| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , QUERCUS IMBRICARIA, | | | "SHINGLE OAK" | | | 0077 622-05649 7.000 EACH | 340.22000 2381.54| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , QUERCUS PALUSTRIS, "PIN | | | OAK" | | | 0078 622-05649 13.000 EACH | 340.22000 4422.86| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN , ULMUS AMERICANNA, | | | "AMERICAN ELM" | | | 0079 622-52436 3.000 EACH | 47.81000 143.43| | SIGN, DO NOT MOW OR SPRAY | | | 0080 628-09401 15.000 MOS | 2029.09000 30436.35| | FIELD OFFICE, A | | | 0081 628-09407 15.000 MOS | 308.62000 4629.30| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0082 702-90915 30.000 CYS | 75.60000 2268.00| | CONCRETE, CLASS A | | | 0083 706-01268 5.000 LFT | 889.46000 4447.30| | HANDRAIL, ALUMINUM | | | 0084 706-06347 53.000 LFT | 155.66000 8249.98| | RAILING, CF-1 | | | 0085 709-51821 LUMP | 1556.56000 1556.56| | SURFACE SEAL | | | 0086 714-09726 120.000 SFT | 232.75000 27930.00| | HEADWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -15 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 715-05146 4.000 LFT | 51.80000 207.20| | PIPE, TYPE 2, CIRCULAR, 6 IN | | | 0088 715-05147 4.000 LFT | 70.20000 280.80| | PIPE, TYPE 2, CIRCULAR, 8 IN | | | 0089 715-05148 21.000 LFT | 33.66000 706.86| | PIPE, TYPE 2, CIRCULAR, 10 IN | | | 0090 715-05149 350.000 LFT | 41.53000 14535.50| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0091 715-05151 700.000 LFT | 36.10000 25270.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0092 715-05152 200.000 LFT | 52.17000 10434.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0093 715-05154 40.000 LFT | 66.58000 2663.20| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0094 715-05156 240.000 LFT | 84.86000 20366.40| | PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0095 715-05162 70.000 LFT | 190.80000 13356.00| | PIPE, TYPE 2, CIRCULAR, 54 IN | | | 0096 715-05344 112.000 LFT | 283.00000 31696.00| | PIPE, TYPE 2, DEFORMED, MIN AREA 12.9 S | | | 0097 715-08282 29.000 TON | 149.12000 4324.48| | HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0098 715-46000 2.000 EACH | 732.48000 1464.96| | PIPE END SECTION, 12 IN | | | 0099 715-46005 13.000 EACH | 749.14000 9738.82| | PIPE END SECTION, 15 IN | | | 0100 715-46010 8.000 EACH | 793.62000 6348.96| | PIPE END SECTION, 18 IN | | | 0101 715-46020 2.000 EACH | 1202.37000 2404.74| | PIPE END SECTION, 24 IN | | | 0102 715-46030 2.000 EACH | 1630.83000 3261.66| | PIPE END SECTION, 30 IN | | | 0103 720-01092 1.000 EACH | 3353.94000 3353.94| | MANHOLE, J15, MODIFIED | | | 0104 720-44000 20.000 EACH | 734.01000 14680.20| | CASTING, ADJUST TO GRADE | | | 0105 720-45030 3.000 EACH | 1136.12000 3408.36| | INLET, E7 | | | 0106 720-45045 1.000 EACH | 1840.85000 1840.85| | INLET, J10 | | | 0107 720-45270 1.000 EACH | 1583.02000 1583.02| | PIPE CATCH BASIN, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 200 -16 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 720-45410 2.000 EACH | 2378.59000 4757.18| | MANHOLE, C4 | | | 0109 720-45605 10.000 LFT | 445.95000 4459.50| | STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0110 723-06660 986.000 SFT | 72.92000 71899.12| | WINGWALL | | | 0111 723-08118 36.000 LFT | 2022.58000 72812.88| | STRUCTURE, PRECAST THREE-SIDED, 288 IN | | | X 132 IN | | | 0112 723-08381 38.000 LFT | 1498.62000 56947.56| | STRUCTURE, PRECAST THREE-SIDED, 144 IN | | | X 84 IN | | | 0113 801-04308 4.000 EACH | 389.14000 1556.56| | ROAD CLOSURE SIGN ASSEMBLY | | | 0114 801-06625 24.000 EACH | 138.98000 3335.52| | DETOUR ROUTE MARKER ASSEMBLY | | | 0115 801-06640 14.000 EACH | 266.84000 3735.76| | CONSTRUCTION SIGN, A | | | 0116 801-06775 LUMP | 27643.10000 27643.10| | MAINTAINING TRAFFIC | | | 0117 801-07118 136.000 LFT | 12.23000 1663.28| | BARRICADE, III-A | | | 0118 802-05704 230.000 LFT | 12.23000 2812.90| | SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | | ANCHOR BASE | | | 0119 802-09838 63.000 SFT | 26.68000 1680.84| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0120 802-09840 70.000 SFT | 27.80000 1946.00| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0121 808-06703 12710.000 LFT | 0.36000 4575.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0122 808-75245 9670.000 LFT | 0.36000 3481.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0123 808-75297 150.000 LFT | 5.28000 792.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0124 808-75300 380.000 LFT | 5.28000 2006.40| | TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | SECTION TOTALS | $ 2,537,604.74| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,537,604.74| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -1 VENDOR RANKING CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BIKE / PEDESTRIAN FACILITIES, ENHANCEMENT COMPLETION DATE : 07/29/11 LOCATION : ON THE PUMPKINVINE TRAIL PROJECT(S) : 0401066 0500820 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 1,510,022.58 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 1,695,836.53 112.3054% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,947,551.69 128.9750% 4 35-0997978 PHEND & BROWN INC $ 2,058,890.27 136.3483% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -2 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES, ENHANCEMENT | | | 0001 105-06845 LUMP | 35000.00000 35000.00| 11750.00000 11750.00| 20056.00000 20056.00 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 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 | 75000.00000 75000.00| 87000.00000 87000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 60000.00000 60000.00| 50000.00000 50000.00| 43200.00000 43200.00 CLEARING RIGHT OF WAY | | | 0010 202-51328 LUMP | 6500.00000 6500.00| 50000.00000 50000.00| 5200.00000 5200.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 203-02000 7721.000 CYS | 12.00000 92652.00| 20.00000 154420.00| 25.25000 194955.25 EXCAVATION, COMMON | | | 0012 203-02070 4371.000 CYS | 12.00000 52452.00| 18.70000 81737.70| 22.40000 97910.40 BORROW | | | 0013 205-06931 150.000 TON | 40.00000 6000.00| 50.00000 7500.00| 60.00000 9000.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 4.000 EACH | 125.00000 500.00| 125.00000 500.00| 125.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 180.000 TON | 40.00000 7200.00| 35.00000 6300.00| 62.00000 11160.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 38809.000 LFT | 1.08000 41913.72| 1.08000 41913.72| 1.08000 41913.72 TEMPORARY SILT FENCE | | | 0017 205-09543 215.000 TON | 34.00000 7310.00| 36.91000 7935.65| 47.50000 10212.50 NO 2 STONE | | | 0018 205-09543 217.000 TON | 34.00000 7378.00| 45.00000 9765.00| 47.50000 10307.50 NO 2 STONE FOR CONSTRUCTION ENTRANCES | | | 0019 206-51230 20.000 CYS | 12.00000 240.00| 18.20000 364.00| 66.00000 1320.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -3 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08266 53300.000 SYS | 1.00000 53300.00| 0.50000 26650.00| 1.60000 85280.00 SUBGRADE TREATMENT, TYPE III | | | 0021 211-06467 20.000 CYS | 42.00000 840.00| 50.00000 1000.00| 60.00000 1200.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-09264 1065.000 CYS | 28.10000 29926.50| 17.50000 18637.50| 25.50000 27157.50 STRUCTURAL BACKFILL, TYPE 1 | | | 0023 301-07448 16714.000 TON | 15.50000 259067.00| 19.34000 323248.76| 19.65000 328430.10 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-09533 2828.000 TON | 25.40000 71831.20| 15.00000 42420.00| 44.25000 125139.00 COARSE AGGREGATE , NO 12 | | | 0025 303-93506 65.000 CYS | 40.00000 2600.00| 45.00000 2925.00| 65.00000 4225.00 AGGREGATE, 2 | | | 0026 303-93506 105.000 CYS | 40.00000 4200.00| 45.00000 4725.00| 54.40000 5712.00 AGGREGATE, 2 UNDISTRIBUTED QUANTITY FOR | | | TURNAROUNDS | | | 0027 402-07432 2782.000 TON | 48.00000 133536.00| 63.50000 176657.00| 69.15000 192375.30 HMA SURFACE, TYPE A | | | 0028 402-07435 3832.000 TON | 38.00000 145616.00| 55.75000 213634.00| 57.50000 220340.00 HMA INTERMEDIATE, TYPE A | | | 0029 406-05520 8.500 TON | 0.01000 0.09| 650.00000 5525.00| 1.00000 8.50 ASPHALT FOR TACK COAT | | | 0030 502-06457 357.000 SYS | 52.00000 18564.00| 53.64000 19149.48| 49.75000 17760.75 PCCP, 9 IN | | | 0031 502-06627 96.000 SYS | 48.00000 4608.00| 49.50000 4752.00| 65.50000 6288.00 PCCP, 6 IN | | | 0032 603-03829 1500.000 LFT | 36.00000 54000.00| 36.00000 54000.00| 36.00000 54000.00 FENCE VINYL, 72 IN (UNDISTRIBUTED | | | QUANTITY) | | | 0033 603-06052 2.000 EACH | 1350.00000 2700.00| 1350.00000 2700.00| 1350.00000 2700.00 FENCE GATE, FARM FIELD, 47 IN X 12FT | | | 0034 603-06060 500.000 LFT | 10.45000 5225.00| 10.45000 5225.00| 10.45000 5225.00 FENCE, FARM FIELD, RESET | | | 0035 603-06060 500.000 LFT | 10.45000 5225.00| 10.45000 5225.00| 10.45000 5225.00 FENCE, FARM FIELD, RESET (UNDISTRIBUTED | | | QUANTITY) | | | 0036 603-09066 500.000 LFT | 22.00000 11000.00| 22.00000 11000.00| 22.00000 11000.00 FENCE, CHAIN LINK, PVC COATED, 72 IN | | | (UNDISTRIBUTED QUANTITY) | | | 0037 604-07894 125.000 SYS | 120.44000 15055.00| 80.00000 10000.00| 142.00000 17750.00 CURB RAMP, CONCRETE, A | | | 0038 616-02320 294.000 SYS | 4.00000 1176.00| 4.75000 1396.50| 4.50000 1323.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -4 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-06405 151.000 TON | 80.00000 12080.00| 50.00000 7550.00| 53.00000 8003.00 RIPRAP, REVETMENT | | | 0040 616-06451 12.000 TON | 85.00000 1020.00| 50.00000 600.00| 50.00000 600.00 RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02770 4367.000 SYS | 1.36000 5939.12| 1.36000 5939.12| 1.36000 5939.12 EROSION CONTROL BLANKET | | | 0043 621-06545 4.100 TON | 645.00000 2644.50| 645.00000 2644.50| 645.00000 2644.50 FERTILIZER | | | 0044 621-06553 1369.000 LBS | 4.69000 6420.61| 4.69000 6420.61| 52.74000 72201.06 SEED MIXTURE, R | | | 0045 621-06565 16.200 TON | 296.00000 4795.20| 296.00000 4795.20| 296.00000 4795.20 MULCHING MATERIAL | | | 0046 621-06574 2118.000 SYS | 4.00000 8472.00| 3.38000 7158.84| 3.38000 7158.84 SODDING | | | 0047 622-05650 150.000 EACH | 290.00000 43500.00| 290.00000 43500.00| 290.00000 43500.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0048 622-05748 55.000 LFT | 15.00000 825.00| 10.10000 555.50| 11.50000 632.50 TIMBER EDGE BEAM, 2 X 8 | | | 0049 622-05748 52.000 LFT | 17.00000 884.00| 62.95000 3273.40| 108.00000 5616.00 TIMBER HANDRAIL | | | 0050 628-09402 26.000 MOS | 1550.00000 40300.00| 1350.00000 35100.00| 1730.00000 44980.00 FIELD OFFICE, B | | | 0051 701-04732 10.000 LFT | 300.00000 3000.00| 200.00000 2000.00| 355.00000 3550.00 PILE TIMBER, POSTING | | | 0052 712-05098 14.000 EACH | 125.00000 1750.00| 100.00000 1400.00| 14.00000 196.00 TIMBER BACKWALL SPACER POST, 4 X 6 | | | 0053 712-05098 5.000 EACH | 475.00000 2375.00| 235.00000 1175.00| 305.00000 1525.00 TIMBER BEAM, 4 X 8 X 17'-0" | | | 0054 712-05098 6.000 EACH | 440.00000 2640.00| 260.00000 1560.00| 515.00000 3090.00 TIMBER BEAM, 4 X 8 X 21'-0" | | | 0055 712-05098 2.000 EACH | 750.00000 1500.00| 195.00000 390.00| 325.00000 650.00 TIMBER BEAM, 8 X 8 X 10'-0" | | | 0056 712-94080 393.000 SFT | 15.00000 5895.00| 12.00000 4716.00| 15.15000 5953.95 TIMBER DECK PLANKING, 2 X 6 | | | 0057 715-04611 3.000 EACH | 650.00000 1950.00| 600.00000 1800.00| 750.00000 2250.00 SAFETY METAL END SECTION, 4:1, 12 IN | | | 0058 715-05032 1163.000 LFT | 44.00000 51172.00| 29.35000 34134.05| 40.00000 46520.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -5 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-05118 120.000 LFT | 45.50000 5460.00| 26.85000 3222.00| 40.00000 4800.00 PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0060 715-05119 180.000 LFT | 48.00000 8640.00| 29.35000 5283.00| 44.00000 7920.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0061 715-05121 26.000 LFT | 70.00000 1820.00| 36.00000 936.00| 50.00000 1300.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0062 715-05123 68.000 LFT | 64.00000 4352.00| 41.50000 2822.00| 55.00000 3740.00 PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0063 715-05407 56.000 LFT | 13.44000 752.64| 20.00000 1120.00| 12.00000 672.00 PIPE, END BENT DRAIN, 6 IN | | | 0064 715-05597 3.000 LFT | 670.00000 2010.00| 310.00000 930.00| 175.00000 525.00 PIPE EXTENSION, CIRCULAR, 24 IN | | | 0065 715-05757 3.000 LFT | 715.00000 2145.00| 325.00000 975.00| 250.00000 750.00 PIPE EXTENSION, CIRCULAR, 36 IN | | | 0066 715-46000 7.000 EACH | 450.00000 3150.00| 325.00000 2275.00| 450.00000 3150.00 PIPE END SECTION, 12 IN | | | 0067 715-46005 8.000 EACH | 450.00000 3600.00| 355.00000 2840.00| 550.00000 4400.00 PIPE END SECTION, 15 IN | | | 0068 715-46010 2.000 EACH | 825.00000 1650.00| 475.00000 950.00| 650.00000 1300.00 PIPE END SECTION, 18 IN | | | 0069 715-46020 5.000 EACH | 865.00000 4325.00| 770.00000 3850.00| 800.00000 4000.00 PIPE END SECTION, 24 IN | | | 0070 715-46040 1.000 EACH | 1125.00000 1125.00| 850.00000 850.00| 1300.00000 1300.00 PIPE END SECTION, 36 IN | | | 0071 720-45235 2.000 EACH | 1600.00000 3200.00| 1200.00000 2400.00| 2400.00000 4800.00 CATCH BASIN, E7 | | | 0072 720-45410 2.000 EACH | 2000.00000 4000.00| 1750.00000 3500.00| 2800.00000 5600.00 MANHOLE, C4 | | | 0073 801-03290 30.000 EACH | 130.00000 3900.00| 130.00000 3900.00| 130.00000 3900.00 CONSTRUCTION SIGN, C | | | 0074 801-03291 8.000 EACH | 60.00000 480.00| 60.00000 480.00| 60.00000 480.00 CONSTRUCTION SIGN, D | | | 0075 801-06640 37.000 EACH | 130.00000 4810.00| 130.00000 4810.00| 130.00000 4810.00 CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP | 1400.00000 1400.00| 6500.00000 6500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0077 801-07118 96.000 LFT | 15.00000 1440.00| 15.00000 1440.00| 15.00000 1440.00 BARRICADE, III-A | | | 0078 802-03896 12.000 EACH | 1050.00000 12600.00| 1050.00000 12600.00| 1050.00000 12600.00 BOLLARD , COLAPSIBLE, 6 IN. | | | 0079 802-05704 606.000 LFT | 14.00000 8484.00| 14.00000 8484.00| 14.00000 8484.00 SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -6 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 802-09838 356.000 SFT | 25.00000 8900.00| 25.00000 8900.00| 25.00000 8900.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0081 808-02977 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | BIKE SYMBOL | | | 0082 808-03114 10.000 EACH | 85.00000 850.00| 85.00000 850.00| 85.00000 850.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | (XING) 8 FT | | | 0083 808-03115 10.000 EACH | 85.00000 850.00| 85.00000 850.00| 85.00000 850.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC (XING), 4 FT | | | 0084 808-03439 240.000 LFT | 5.50000 1320.00| 5.50000 1320.00| 5.50000 1320.00 TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK, WHITE 24" | | | 0085 808-03632 106.000 LFT | 20.00000 2120.00| 20.00000 2120.00| 20.00000 2120.00 LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0086 808-06609 10.000 EACH | 85.00000 850.00| 85.00000 850.00| 85.00000 850.00 PAVEMENT MESSAGE MARKING, THERMO, WORD, | | | (HWY), 4 FT | | | 0087 808-75245 400.000 LFT | 2.50000 1000.00| 2.50000 1000.00| 2.50000 1000.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75297 50.000 LFT | 5.50000 275.00| 5.50000 275.00| 5.50000 275.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0089 802-03896 18.000 EACH | 210.00000 3780.00| 210.00000 3780.00| 210.00000 3780.00 BOLLARD , FIXED, 6 IN. | | | SECTION TOTALS | $ 1,510,022.58| $ 1,695,836.53| $ 1,947,551.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,510,022.58| $ 1,695,836.53| $ 1,947,551.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -7 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES, ENHANCEMENT | | | 0001 105-06845 LUMP | 30000.00000 30000.00| | 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 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 102917.51300 102917.51| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0010 202-51328 LUMP | 5200.00000 5200.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 203-02000 7721.000 CYS | 35.00000 270235.00| | EXCAVATION, COMMON | | | 0012 203-02070 4371.000 CYS | 15.30000 66876.30| | BORROW | | | 0013 205-06931 150.000 TON | 74.80000 11220.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 4.000 EACH | 137.52000 550.08| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 180.000 TON | 75.50000 13590.00| | TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 38809.000 LFT | 1.69000 65587.21| | TEMPORARY SILT FENCE | | | 0017 205-09543 215.000 TON | 35.00000 7525.00| | NO 2 STONE | | | 0018 205-09543 217.000 TON | 35.00000 7595.00| | NO 2 STONE FOR CONSTRUCTION ENTRANCES | | | 0019 206-51230 20.000 CYS | 56.00000 1120.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-08266 53300.000 SYS | 1.50000 79950.00| | SUBGRADE TREATMENT, TYPE III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -8 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 211-06467 20.000 CYS | 60.00000 1200.00| | AGGREGATE FOR END BENT BACKFILL | | | 0022 211-09264 1065.000 CYS | 16.00000 17040.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0023 301-07448 16714.000 TON | 19.90000 332608.60| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-09533 2828.000 TON | 25.60000 72396.80| | COARSE AGGREGATE , NO 12 | | | 0025 303-93506 65.000 CYS | 75.00000 4875.00| | AGGREGATE, 2 | | | 0026 303-93506 105.000 CYS | 75.00000 7875.00| | AGGREGATE, 2 UNDISTRIBUTED QUANTITY FOR | | | TURNAROUNDS | | | 0027 402-07432 2782.000 TON | 62.00000 172484.00| | HMA SURFACE, TYPE A | | | 0028 402-07435 3832.000 TON | 56.00000 214592.00| | HMA INTERMEDIATE, TYPE A | | | 0029 406-05520 8.500 TON | 1.00000 8.50| | ASPHALT FOR TACK COAT | | | 0030 502-06457 357.000 SYS | 54.55000 19474.35| | PCCP, 9 IN | | | 0031 502-06627 96.000 SYS | 49.70000 4771.20| | PCCP, 6 IN | | | 0032 603-03829 1500.000 LFT | 55.40000 83100.00| | FENCE VINYL, 72 IN (UNDISTRIBUTED | | | QUANTITY) | | | 0033 603-06052 2.000 EACH | 850.00000 1700.00| | FENCE GATE, FARM FIELD, 47 IN X 12FT | | | 0034 603-06060 500.000 LFT | 13.70000 6850.00| | FENCE, FARM FIELD, RESET | | | 0035 603-06060 500.000 LFT | 13.70000 6850.00| | FENCE, FARM FIELD, RESET (UNDISTRIBUTED | | | QUANTITY) | | | 0036 603-09066 500.000 LFT | 27.60000 13800.00| | FENCE, CHAIN LINK, PVC COATED, 72 IN | | | (UNDISTRIBUTED QUANTITY) | | | 0037 604-07894 125.000 SYS | 159.00000 19875.00| | CURB RAMP, CONCRETE, A | | | 0038 616-02320 294.000 SYS | 3.70000 1087.80| | GEOTEXTILES | | | 0039 616-06405 151.000 TON | 62.50000 9437.50| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -9 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-06451 12.000 TON | 62.50000 750.00| | RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH | 475.00000 950.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02770 4367.000 SYS | 1.36000 5939.12| | EROSION CONTROL BLANKET | | | 0043 621-06545 4.100 TON | 645.00000 2644.50| | FERTILIZER | | | 0044 621-06553 1369.000 LBS | 4.69000 6420.61| | SEED MIXTURE, R | | | 0045 621-06565 16.200 TON | 296.00000 4795.20| | MULCHING MATERIAL | | | 0046 621-06574 2118.000 SYS | 3.38000 7158.84| | SODDING | | | 0047 622-05650 150.000 EACH | 290.00000 43500.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN | | | 0048 622-05748 55.000 LFT | 11.50000 632.50| | TIMBER EDGE BEAM, 2 X 8 | | | 0049 622-05748 52.000 LFT | 108.00000 5616.00| | TIMBER HANDRAIL | | | 0050 628-09402 26.000 MOS | 1895.00000 49270.00| | FIELD OFFICE, B | | | 0051 701-04732 10.000 LFT | 355.00000 3550.00| | PILE TIMBER, POSTING | | | 0052 712-05098 14.000 EACH | 14.00000 196.00| | TIMBER BACKWALL SPACER POST, 4 X 6 | | | 0053 712-05098 5.000 EACH | 305.00000 1525.00| | TIMBER BEAM, 4 X 8 X 17'-0" | | | 0054 712-05098 6.000 EACH | 515.00000 3090.00| | TIMBER BEAM, 4 X 8 X 21'-0" | | | 0055 712-05098 2.000 EACH | 325.00000 650.00| | TIMBER BEAM, 8 X 8 X 10'-0" | | | 0056 712-94080 393.000 SFT | 15.15000 5953.95| | TIMBER DECK PLANKING, 2 X 6 | | | 0057 715-04611 3.000 EACH | 249.00000 747.00| | SAFETY METAL END SECTION, 4:1, 12 IN | | | 0058 715-05032 1163.000 LFT | 46.50000 54079.50| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0059 715-05118 120.000 LFT | 35.80000 4296.00| | PIPE, TYPE 1, CIRCULAR, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -10 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-05119 180.000 LFT | 41.25000 7425.00| | PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0061 715-05121 26.000 LFT | 49.60000 1289.60| | PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0062 715-05123 68.000 LFT | 52.20000 3549.60| | PIPE, TYPE 1, CIRCULAR, 24 IN | | | 0063 715-05407 56.000 LFT | 12.00000 672.00| | PIPE, END BENT DRAIN, 6 IN | | | 0064 715-05597 3.000 LFT | 268.00000 804.00| | PIPE EXTENSION, CIRCULAR, 24 IN | | | 0065 715-05757 3.000 LFT | 343.00000 1029.00| | PIPE EXTENSION, CIRCULAR, 36 IN | | | 0066 715-46000 7.000 EACH | 374.00000 2618.00| | PIPE END SECTION, 12 IN | | | 0067 715-46005 8.000 EACH | 440.00000 3520.00| | PIPE END SECTION, 15 IN | | | 0068 715-46010 2.000 EACH | 500.00000 1000.00| | PIPE END SECTION, 18 IN | | | 0069 715-46020 5.000 EACH | 779.00000 3895.00| | PIPE END SECTION, 24 IN | | | 0070 715-46040 1.000 EACH | 1257.00000 1257.00| | PIPE END SECTION, 36 IN | | | 0071 720-45235 2.000 EACH | 1259.00000 2518.00| | CATCH BASIN, E7 | | | 0072 720-45410 2.000 EACH | 2370.00000 4740.00| | MANHOLE, C4 | | | 0073 801-03290 30.000 EACH | 130.00000 3900.00| | CONSTRUCTION SIGN, C | | | 0074 801-03291 8.000 EACH | 60.00000 480.00| | CONSTRUCTION SIGN, D | | | 0075 801-06640 37.000 EACH | 130.00000 4810.00| | CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP | 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0077 801-07118 96.000 LFT | 15.00000 1440.00| | BARRICADE, III-A | | | 0078 802-03896 12.000 EACH | 800.00000 9600.00| | BOLLARD , COLAPSIBLE, 6 IN. | | | 0079 802-05704 606.000 LFT | 10.00000 6060.00| | SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | | ANCHOR BASE | | | 0080 802-09838 356.000 SFT | 11.00000 3916.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 210 -11 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 808-02977 10.000 EACH | 200.00000 2000.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | BIKE SYMBOL | | | 0082 808-03114 10.000 EACH | 85.00000 850.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | (XING) 8 FT | | | 0083 808-03115 10.000 EACH | 85.00000 850.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC (XING), 4 FT | | | 0084 808-03439 240.000 LFT | 5.50000 1320.00| | TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK, WHITE 24" | | | 0085 808-03632 106.000 LFT | 20.00000 2120.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0086 808-06609 10.000 EACH | 85.00000 850.00| | PAVEMENT MESSAGE MARKING, THERMO, WORD, | | | (HWY), 4 FT | | | 0087 808-75245 400.000 LFT | 2.50000 1000.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75297 50.000 LFT | 5.50000 275.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0089 802-03896 18.000 EACH | 330.00000 5940.00| | BOLLARD , FIXED, 6 IN. | | | SECTION TOTALS | $ 2,058,890.27| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,058,890.27| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 220 -1 VENDOR RANKING CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ENHANCEMENT POWERHOUSE PRESERVATION COMPLETION DATE : 12/01/10 LOCATION : ALONG THE MILLRACE CANAL SOUTHWEST OF INTERSECTION PROJECT(S) : 9981510 WASHINGTON STREET AND SECOND STREET ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 662,893.68 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 808,631.45 121.9851% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 220 -2 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1657131 |( ) |NORTHERN INDIANA CONSTRUCTIO |MICHIANA CONTRACTING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT MILLRACE POWERHOUSE | | | 0001 105-06845 LUMP | 16600.00000 16600.00| 1320.00000 1320.00| 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 32662.53000 32662.53| 24400.00000 24400.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-90788 LUMP | 23320.00000 23320.00| 6380.00000 6380.00| DEBRIS, REMOVE, STRUCTURE NO | | | 0009 202-02278 145.000 LFT | 8.70000 1261.50| 13.10000 1899.50| CURB, CONCRETE, REMOVE | | | 0010 202-07553 300.000 CYS | 13.85000 4155.00| 110.00000 33000.00| REGULATED MATERIALS, REMOVE, Y | | | 0011 202-07554 300.000 CYS | 12.00000 3600.00| 81.00000 24300.00| REGULATED MATERIALS, TRANSPORT, Y | | | 0012 202-07555 300.000 CYS | 36.95000 11085.00| 135.00000 40500.00| REGULATED MATERIALS, DISPOSE, TYPE Y | | | 0013 202-52710 9.000 SYS | 19.80000 178.20| 55.00000 495.00| SIDEWALK, CONCRETE, REMOVE | | | 0014 202-91840 150.000 LFT | 4.65000 697.50| 7.00000 1050.00| FENCE, CHAIN LINK, REMOVE | | | 0015 202-96022 8.000 EACH | 570.00000 4560.00| 1100.00000 8800.00| CONCRETE FOUNDATION, REMOVE | | | 0016 203-02000 250.000 CYS | 7.10000 1775.00| 27.50000 6875.00| EXCAVATION, COMMON | | | 0017 203-02070 250.000 CYS | 15.45000 3862.50| 39.00000 9750.00| BORROW | | | 0018 206-51230 11.000 CYS | 32.50000 357.50| 28.00000 308.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 210-04181 6.000 EACH | 925.00000 5550.00| 282.00000 1692.00| BICYCLE RACK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 220 -3 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1657131 |( ) |NORTHERN INDIANA CONSTRUCTIO |MICHIANA CONTRACTING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-09266 7.000 CYS | 89.00000 623.00| 50.00000 350.00| STRUCTURAL BACKFILL, TYPE 3 | | | 0021 302-06464 62.000 CYS | 77.30000 4792.60| 44.00000 2728.00| SUBBASE FOR PCCP , FOR PAVERS | | | 0022 306-08034 250.000 SYS | 11.10000 2775.00| 15.00000 3750.00| MILLING, ASPHALT, 1 1/2 IN | | | 0023 402-07432 50.000 TON | 58.50000 2925.00| 92.00000 4600.00| HMA SURFACE, TYPE A | | | 0024 406-05520 1.000 TON | 200.00000 200.00| 550.00000 550.00| ASPHALT FOR TACK COAT | | | 0025 603-03829 150.000 LFT | 30.75000 4612.50| 80.00000 12000.00| FENCE , DECORATIVE, 48 IN | | | 0026 603-03829 150.000 LFT | 34.50000 5175.00| 90.00000 13500.00| FENCE , DECORATIVE, 72 IN | | | 0027 603-04244 4.000 EACH | 18900.00000 75600.00| 11600.00000 46400.00| GATE , CONTROL, REMOVE AND REPLACE | | | 0028 603-97461 300.000 LFT | 7.10000 2130.00| 12.00000 3600.00| TEMP FENCE , CONSTRUCTION | | | 0029 604-07092 62.000 TON | 59.50000 3689.00| 95.00000 5890.00| BED COURSE MATERIAL , FOR PAVERS | | | 0030 604-07569 555.000 SYS | 44.10000 24475.50| 51.00000 28305.00| PAVERS , DECORATIVE | | | 0031 604-95344 15.000 LFT | 114.00000 1710.00| 53.00000 795.00| HANDRAIL, PEDESTRIAN | | | 0032 615-97672 4.000 EACH | 1105.00000 4420.00| 1085.00000 4340.00| TRASH RECEPTACLE | | | 0033 621-06554 50.000 LBS | 8.45000 422.50| 15.00000 750.00| SEED MIXTURE, U | | | 0034 622-05649 4.000 EACH | 1160.00000 4640.00| 1950.00000 7800.00| PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN | | | 0035 622-07529 LUMP | 60000.00000 60000.00| 66400.00000 66400.00| SCULPTURE , | | | 0036 628-09401 6.000 MOS | 2270.00000 13620.00| 1330.00000 7980.00| FIELD OFFICE, A | | | 0037 628-09407 6.000 MOS | 550.00000 3300.00| 330.00000 1980.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0038 701-09556 4.000 EACH | 2975.00000 11900.00| 3900.00000 15600.00| PILE, HELICAL | | | 0039 702-51863 12.000 EACH | 22.70000 272.40| 16.50000 198.00| FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 220 -4 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1657131 |( ) |NORTHERN INDIANA CONSTRUCTIO |MICHIANA CONTRACTING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 702-90915 10.400 CYS | 570.00000 5928.00| 1320.00000 13728.00| CONCRETE, CLASS A | | | 0041 703-06029 683.000 LBS | 1.45000 990.35| 1.65000 1126.95| REINFORCING BARS, EPOXY COATED | | | 0042 709-07110 120.000 SFT | 5.90000 708.00| 5.50000 660.00| SEAL COAT, GRAFFITI RESISTANT | | | 0043 709-51821 LUMP | 3.60000 3.60| 6300.00000 6300.00| SURFACE SEAL | | | 0044 710-09158 1000.000 SFT | 32.80000 32800.00| 83.00000 83000.00| PATCHING CONCRETE STRUCTURES | | | 0045 711-03973 LUMP | 134205.00000 134205.00| 108600.00000 108600.00| BUILDING ARCHITECTURAL , EXTERIOR | | | RENOVATIONS | | | 0046 711-03973 LUMP | 27320.00000 27320.00| 106200.00000 106200.00| BUILDING ARCHITECTURAL , INTERIOR | | | RENOVATIONS | | | 0047 711-03973 LUMP | 32285.00000 32285.00| 4950.00000 4950.00| BUILDING ARCHITECTURAL , SITE DEMOLITIO | | | 0048 712-03812 5.000 EACH | 1270.00000 6350.00| 1355.00000 6775.00| BENCH | | | 0049 715-08394 1.000 EACH | 25500.00000 25500.00| 12870.00000 12870.00| TRASH RACK , REMOVE AND REPLACE | | | 0050 801-06625 5.000 EACH | 55.00000 275.00| 60.00000 300.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06645 4.000 EACH | 60.00000 240.00| 66.00000 264.00| CONSTRUCTION SIGN, B | | | 0052 801-07118 24.000 LFT | 10.00000 240.00| 11.00000 264.00| BARRICADE, III-A | | | 0053 805-96014 120.000 LFT | 45.00000 5400.00| 6.00000 720.00| SAW CUT, FULL DEPTH | | | 0054 807-02857 1.000 EACH | 1300.00000 1300.00| 325.00000 325.00| CIRCUIT BREAKER PANEL | | | 0055 807-03802 5.000 EACH | 454.00000 2270.00| 325.00000 1625.00| LIGHT STANDARDS , INSTALL | | | CONTRACTOR-FURNISHED TYPE A1 | | | 0056 807-03802 4.000 EACH | 1551.25000 6205.00| 1200.00000 4800.00| LIGHT STANDARDS , INSTALL | | | CONTRACTOR-FURNISHED TYPE A2 | | | 0057 807-86898 250.000 LFT | 7.54000 1885.00| 3.15000 787.50| CONDUIT, STEEL, GALVANIZED, 0.75 IN | | | 0058 807-95889 600.000 LFT | 0.67000 402.00| 0.55000 330.00| WIRE, NO. 10 COPPER, 1C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 220 -5 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-1657131 |( ) |NORTHERN INDIANA CONSTRUCTIO |MICHIANA CONTRACTING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 603-04244 2.000 EACH | 20500.00000 41000.00| 32600.00000 65200.00| GATE , CONTROL, MECHANICAL, REMOVE AND | | | RESET | | | 0060 621-01004 1.000 EACH | 385.00000 385.00| 520.00000 520.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-06545 0.050 TON | 2110.00000 105.50| 7370.00000 368.50| FERTILIZER | | | 0062 621-06565 0.300 TON | 480.00000 144.00| 2090.00000 627.00| MULCHING MATERIAL | | | SECTION TOTALS | $ 662,893.68| $ 808,631.45| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 662,893.68| $ 808,631.45| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 230 -1 VENDOR RANKING CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 06/30/11 LOCATION : ON BUSINESS US 31 FROM 835 LFT EAST OF US 31 TO 120 LFT PROJECT(S) : 0500016 WEST OF WEST AIRPORT ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 1,821,032.66 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,875,039.01 102.9657% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 230 -2 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | 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 | 13200.00000 13200.00| 20000.00000 20000.00| 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 | 86500.00000 86500.00| 93000.00000 93000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 16000.00000 16000.00| 37000.00000 37000.00| CLEARING RIGHT OF WAY | | | 0010 202-02240 14120.000 SYS | 4.15000 58598.00| 6.00000 84720.00| PAVEMENT REMOVAL | | | 0011 202-02241 129.000 LFT | 13.00000 1677.00| 6.00000 774.00| GUARDRAIL, REMOVE | | | 0012 202-02928 1.000 EACH | 500.00000 500.00| 360.00000 360.00| CATCH BASIN, REMOVE | | | 0013 202-51328 LUMP | 3500.00000 3500.00| 2000.00000 2000.00| PRESENT STRUCTURE, REMOVE PORTIONS , NO | | | 46 | | | 0014 202-51328 LUMP | 8700.00000 8700.00| 2000.00000 2000.00| PRESENT STRUCTURE, REMOVE PORTIONS , NO | | | 9 | | | 0015 202-96133 1785.000 LFT | 12.00000 21420.00| 14.00000 24990.00| PIPE, REMOVE | | | 0016 203-02000 8175.000 CYS | 11.50000 94012.50| 18.00000 147150.00| EXCAVATION, COMMON | | | 0017 205-03371 20.000 CYS | 50.00000 1000.00| 42.00000 840.00| SEDIMENT, REMOVE | | | 0018 205-06931 99.000 TON | 55.00000 5445.00| 39.00000 3861.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 230 -3 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06932 117.000 LFT | 12.30000 1439.10| 14.00000 1638.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06934 2.400 TON | 630.00000 1512.00| 630.00000 1512.00| TEMPORARY MULCHING | | | 0021 205-06936 42.000 TON | 60.00000 2520.00| 39.00000 1638.00| TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 900.000 LFT | 1.70000 1530.00| 1.70000 1530.00| TEMPORARY SILT FENCE | | | 0023 205-09543 100.000 TON | 30.00000 3000.00| 14.00000 1400.00| NO 2 STONE | | | 0024 207-08263 20513.000 SYS | 11.85000 243079.05| 11.00000 225643.00| SUBGRADE TREATMENT, TYPE IA | | | 0025 207-08267 2719.200 SYS | 17.50000 47586.00| 9.00000 24472.80| SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-09264 473.200 CYS | 35.00000 16562.00| 18.50000 8754.20| STRUCTURAL BACKFILL, TYPE 1 | | | 0027 211-09265 637.800 CYS | 36.00000 22960.80| 24.00000 15307.20| STRUCTURAL BACKFILL, TYPE 2 | | | 0028 301-07448 1870.200 TON | 14.00000 26182.80| 13.00000 24312.60| COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 303-01180 2435.500 TON | 14.00000 34097.00| 11.75000 28617.13| COMPACTED AGGREGATE, NO. 53 | | | 0030 401-07320 324.400 TON | 66.00000 21410.40| 62.00000 20112.80| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0031 401-07327 1218.600 TON | 54.00000 65804.40| 62.00000 75553.20| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0032 401-07397 2052.400 TON | 42.00000 86200.80| 42.00000 86200.80| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0033 401-07406 973.200 TON | 43.00000 41847.60| 47.00000 45740.40| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0034 401-07423 4816.100 TON | 40.00000 192644.00| 42.00000 202276.20| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 401-07429 1972.900 TON | 42.00000 82861.80| 50.00000 98645.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0036 406-05520 17.890 TON | 100.00000 1789.00| 10.00000 178.90| ASPHALT FOR TACK COAT | | | 0037 601-01848 3.000 EACH | 2000.00000 6000.00| 2035.00000 6105.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0038 601-91198 11.000 EACH | 250.00000 2750.00| 420.00000 4620.00| GUARDRAIL POST, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 230 -4 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-94689 3.000 EACH | 2800.00000 8400.00| 2345.00000 7035.00| GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 137.500 LFT | 26.00000 3575.00| 17.60000 2420.00| GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0041 601-99106 212.500 LFT | 32.00000 6800.00| 33.60000 7140.00| GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | | 0042 610-07486 277.300 TON | 112.00000 31057.60| 71.00000 19688.30| HMA FOR APPROACHES, TYPE A | | | 0043 610-07487 1220.900 TON | 88.00000 107439.20| 75.00000 91567.50| HMA FOR APPROACHES, TYPE B | | | 0044 610-08446 126.000 SYS | 43.50000 5481.00| 43.00000 5418.00| PCCP FOR APPROACHES, 6 IN | | | 0045 610-09108 65.900 SYS | 55.70000 3670.63| 78.00000 5140.20| PCCP FOR APPROACHES, 9 IN | | | 0046 611-06497 13.000 EACH | 140.00000 1820.00| 167.00000 2171.00| MAILBOX ASSEMBLY, SINGLE | | | 0047 611-06498 4.000 EACH | 170.00000 680.00| 334.00000 1336.00| MAILBOX ASSEMBLY, DOUBLE | | | 0048 615-06490 4.000 EACH | 160.00000 640.00| 166.00000 664.00| RIGHT OF WAY MARKER | | | 0049 615-06505 6.000 EACH | 700.00000 4200.00| 580.00000 3480.00| MONUMENT, B | | | 0050 616-02320 542.800 SYS | 4.00000 2171.20| 1.75000 949.90| GEOTEXTILES | | | 0051 616-05688 112.000 TON | 60.00000 6720.00| 43.50000 4872.00| RIPRAP, CLASS 1 | | | 0052 616-06405 143.200 TON | 40.00000 5728.00| 20.00000 2864.00| RIPRAP, REVETMENT | | | 0053 621-01004 4.000 EACH | 200.00000 800.00| 200.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 1.400 TON | 605.00000 847.00| 605.00000 847.00| FERTILIZER | | | 0055 621-06553 148.000 LBS | 5.68000 840.64| 5.68000 840.64| SEED MIXTURE, R | | | 0056 621-06565 1.800 TON | 485.00000 873.00| 485.00000 873.00| MULCHING MATERIAL | | | 0057 621-06574 1389.000 SYS | 3.45000 4792.05| 3.45000 4792.05| SODDING | | | 0058 622-52436 4.000 EACH | 40.00000 160.00| 40.00000 160.00| SIGN, DO NOT MOW OR SPRAY | | | 0059 628-09401 9.000 MOS | 2000.00000 18000.00| 1650.00000 14850.00| FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 230 -5 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 714-08514 540.000 SFT | 102.75000 55485.00| 65.00000 35100.00| WINGWALL | | | 0061 714-09726 13.000 SFT | 681.75000 8862.75| 0.01000 0.13| HEADWALL | | | 0062 714-94664 15.000 LFT | 670.00000 10050.00| 335.00000 5025.00| STRUCTURE, PRECAST, RC, BOX SECTION 3FT | | | X 3FT | | | 0063 715-05048 8200.000 LFT | 3.75000 30750.00| 7.50000 61500.00| PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0064 715-05053 489.000 LFT | 14.00000 6846.00| 37.50000 18337.50| PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0065 715-05119 141.000 LFT | 72.50000 10222.50| 29.00000 4089.00| PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0066 715-05149 10.000 LFT | 75.00000 750.00| 40.00000 400.00| PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0067 715-05151 172.000 LFT | 38.00000 6536.00| 58.00000 9976.00| PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0068 715-05152 278.000 LFT | 39.00000 10842.00| 57.00000 15846.00| PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0069 715-05154 135.000 LFT | 60.00000 8100.00| 60.00000 8100.00| PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0070 715-05169 625.000 LFT | 38.00000 23750.00| 33.00000 20625.00| PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0071 715-05171 558.000 LFT | 39.00000 21762.00| 56.00000 31248.00| PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0072 715-05173 276.000 LFT | 55.00000 15180.00| 57.00000 15732.00| PIPE, TYPE 3, CIRCULAR, 24 IN | | | 0073 715-05422 142.000 LFT | 75.00000 10650.00| 65.00000 9230.00| PIPE, SLOTTED DRAIN, 12 IN | | | 0074 715-09064 530.000 LFT | 4.72000 2501.60| 3.50000 1855.00| VIDEO INSPECTION FOR PIPE | | | 0075 715-46005 32.000 EACH | 200.00000 6400.00| 200.00000 6400.00| PIPE END SECTION, 15 IN | | | 0076 715-46010 18.000 EACH | 225.00000 4050.00| 210.00000 3780.00| PIPE END SECTION, 18 IN | | | 0077 715-46020 4.000 EACH | 450.00000 1800.00| 540.00000 2160.00| PIPE END SECTION, 24 IN | | | 0078 718-06529 18.000 EACH | 730.00000 13140.00| 45.00000 810.00| OUTLET PROTECTOR, 2 | | | 0079 718-06532 3000.000 LFT | 0.85000 2550.00| 1.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0080 718-52610 546.000 CYS | 27.00000 14742.00| 17.50000 9555.00| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 230 -6 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 718-99153 6703.000 SYS | 1.10000 7373.30| 0.50000 3351.50| GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-44000 14.000 EACH | 325.00000 4550.00| 150.00000 2100.00| CASTING, ADJUST TO GRADE | | | 0083 720-45035 1.000 EACH | 1000.00000 1000.00| 1100.00000 1100.00| INLET, F7 | | | 0084 720-45410 3.000 EACH | 1500.00000 4500.00| 1300.00000 3900.00| MANHOLE, C4 | | | 0085 720-91352 3.000 EACH | 1275.00000 3825.00| 1200.00000 3600.00| CATCH BASIN, F7 | | | 0086 723-06927 24.000 LFT | 3050.00000 73200.00| 3500.00000 84000.00| STRUCTURE, PRECAST THREE-SIDED, , 132 | | | IN. X 102 IN. | | | 0087 801-03290 3.000 EACH | 150.00000 450.00| 150.00000 450.00| CONSTRUCTION SIGN, C | | | 0088 801-04308 7.000 EACH | 210.00000 1470.00| 210.00000 1470.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06203 17306.000 LFT | 0.20000 3461.20| 0.20000 3461.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0090 801-06216 54.000 LFT | 10.00000 540.00| 10.00000 540.00| TEMPORARY TRANSVERSE PAVEMENT MARKING | | | 24" | | | 0091 801-06625 12.000 EACH | 90.00000 1080.00| 90.00000 1080.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0092 801-06640 15.000 EACH | 110.00000 1650.00| 110.00000 1650.00| CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP | 6800.00000 6800.00| 7347.91000 7347.91| MAINTAINING TRAFFIC | | | 0094 801-07118 144.000 LFT | 11.00000 1584.00| 11.00000 1584.00| BARRICADE, III-A | | | 0095 801-07119 108.000 LFT | 11.00000 1188.00| 11.00000 1188.00| BARRICADE, III-B | | | 0096 802-05701 230.500 LFT | 16.00000 3688.00| 18.00000 4149.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0097 802-07059 22.000 EACH | 50.00000 1100.00| 59.00000 1298.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0098 802-09837 23.500 SFT | 26.00000 611.00| 34.00000 799.00| SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.080 IN THICKNESS | | | 0099 802-09838 87.000 SFT | 17.00000 1479.00| 24.00000 2088.00| SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 230 -7 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 802-09840 63.000 SFT | 18.00000 1134.00| 20.00000 1260.00| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0101 808-06701 448.000 LFT | 0.30000 134.40| 0.30000 134.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0102 808-06703 9480.000 LFT | 0.30000 2844.00| 0.30000 2844.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0103 808-06716 17629.000 LFT | 0.01000 176.29| 0.50000 8814.50| LINE, REMOVE | | | 0104 808-75245 7826.000 LFT | 0.30000 2347.80| 0.30000 2347.80| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0105 808-75260 330.000 LFT | 2.50000 825.00| 2.50000 825.00| TRANSVERSE MARKING THERMOPLASTIC, SOLID | | | CROSSHATCH LINE, WHITE, 12" | | | 0106 808-75278 117.000 LFT | 2.50000 292.50| 2.50000 292.50| TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0107 808-75297 54.000 LFT | 5.00000 270.00| 5.00000 270.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0108 808-75320 3.000 EACH | 75.00000 225.00| 75.00000 225.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0109 808-92027 705.000 LFT | 1.75000 1233.75| 1.75000 1233.75| LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 1,821,032.66| $ 1,875,039.01| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,821,032.66| $ 1,875,039.01| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 11/20/10 LOCATION : ON SR 135 AT SR 335 PROJECT(S) : 0100752 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 465,000.00 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 630,900.10 135.6774% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING $ 651,000.00 140.0000% 4 35-2040699 EXCEL EXCAVATING INC $ 811,688.91 174.5568% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -2 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1004746 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTRUCTI |TEMPLE & TEMPLE EXCAVATING & |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVMENT | | | 0001 105-06845 LUMP | 6200.00000 6200.00| 7000.00000 7000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 175.00000 350.00| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 100.00000 1200.00| 90.00000 1080.00| 150.00000 1800.00 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 | 22000.00000 22000.00| 17750.00000 17750.00| 30436.00000 30436.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 9000.00000 9000.00| 715.00000 715.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0013 202-74045 13.000 EACH | 25.00000 325.00| 35.00000 455.00| 100.00000 1300.00 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0014 202-91840 172.000 LFT | 6.00000 1032.00| 5.00000 860.00| 5.00000 860.00 FENCE, CHAIN LINK, REMOVE | | | 0015 203-02000 2045.000 CYS | 11.50000 23517.50| 21.00000 42945.00| 22.00000 44990.00 EXCAVATION, COMMON | | | 0016 203-02070 212.000 CYS | 4.00000 848.00| 17.00000 3604.00| 22.00000 4664.00 BORROW | | | 0017 205-03371 20.000 CYS | 12.00000 240.00| 235.00000 4700.00| 25.00000 500.00 SEDIMENT, REMOVE | | | 0018 205-06931 56.000 TON | 38.00000 2128.00| 25.00000 1400.00| 26.00000 1456.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06932 60.000 LFT | 12.00000 720.00| 17.00000 1020.00| 8.00000 480.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -3 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1004746 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTRUCTI |TEMPLE & TEMPLE EXCAVATING & |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 2476.000 LFT | 2.00000 4952.00| 1.50000 3714.00| 1.00000 2476.00 TEMPORARY SILT FENCE | | | 0021 207-08263 4260.000 SYS | 10.00000 42600.00| 18.00000 76680.00| 13.00000 55380.00 SUBGRADE TREATMENT, TYPE IA | | | 0022 207-08267 732.000 SYS | 6.50000 4758.00| 9.00000 6588.00| 13.00000 9516.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 6.000 CYS | 55.00000 330.00| 21.00000 126.00| 20.00000 120.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0024 303-01180 5263.000 TON | 13.50000 71050.50| 13.00000 68419.00| 19.50000 102628.50 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08034 4652.000 SYS | 1.00000 4652.00| 3.00000 13956.00| 2.00000 9304.00 MILLING, ASPHALT, 1 1/2 IN | | | 0026 306-08043 590.000 SYS | 6.00000 3540.00| 3.00000 1770.00| 3.00000 1770.00 MILLING, TRANSITION | | | 0027 401-07407 1881.000 TON | 44.00000 82764.00| 61.00000 114741.00| 48.00000 90288.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 402-07433 734.000 TON | 54.00000 39636.00| 64.00000 46976.00| 50.00000 36700.00 HMA SURFACE, TYPE B | | | 0029 402-07438 470.000 TON | 44.00000 20680.00| 65.00000 30550.00| 74.00000 34780.00 HMA INTERMEDIATE, TYPE B | | | 0030 406-05520 5.100 TON | 500.00000 2550.00| 1075.00000 5482.50| 600.00000 3060.00 ASPHALT FOR TACK COAT | | | 0031 603-01932 144.000 LFT | 45.00000 6480.00| 53.00000 7632.00| 40.00000 5760.00 FENCE, CHAIN LINK, 96 IN | | | 0032 610-07486 102.000 TON | 82.00000 8364.00| 85.00000 8670.00| 93.00000 9486.00 HMA FOR APPROACHES, TYPE A | | | 0033 611-06497 2.000 EACH | 115.00000 230.00| 188.00000 376.00| 115.00000 230.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 11.000 EACH | 115.00000 1265.00| 176.00000 1936.00| 115.00000 1265.00 RIGHT OF WAY MARKER | | | 0035 615-06505 1.000 EACH | 595.00000 595.00| 940.00000 940.00| 595.00000 595.00 MONUMENT, B | | | 0036 616-02320 323.000 SYS | 2.00000 646.00| 3.40000 1098.20| 2.00000 646.00 GEOTEXTILES | | | 0037 616-06451 200.000 TON | 22.00000 4400.00| 21.00000 4200.00| 26.00000 5200.00 RIPRAP, UNIFORM | | | 0038 621-01004 2.000 EACH | 200.00000 400.00| 725.00000 1450.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01660 7414.000 SYS | 0.29000 2150.06| 0.50000 3707.00| 0.29000 2150.06 MULCHED SEEDING, LEGUME, 2 | | | 0040 621-06545 1.000 TON | 425.00000 425.00| 735.00000 735.00| 425.00000 425.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -4 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1004746 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTRUCTI |TEMPLE & TEMPLE EXCAVATING & |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06567 5.000 kGAL | 5.00000 25.00| 1.20000 6.00| 5.00000 25.00 WATER | | | 0042 621-06574 1106.000 SYS | 3.00000 3318.00| 3.00000 3318.00| 3.00000 3318.00 SODDING | | | 0043 621-06575 1294.000 SYS | 3.00000 3882.00| 3.00000 3882.00| 3.00000 3882.00 SODDING, NURSERY | | | 0044 628-09401 6.000 MOS | 2200.00000 13200.00| 1900.00000 11400.00| 1800.00000 10800.00 FIELD OFFICE, A | | | 0045 628-09407 6.000 MOS | 400.00000 2400.00| 235.00000 1410.00| 200.00000 1200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0046 715-05169 84.000 LFT | 34.00000 2856.00| 25.00000 2100.00| 40.00000 3360.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0047 715-46005 4.000 EACH | 500.00000 2000.00| 380.00000 1520.00| 400.00000 1600.00 PIPE END SECTION, 15 IN | | | 0048 801-01504 3.000 EACH | 50.00000 150.00| 94.00000 282.00| 50.00000 150.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0049 801-03290 3.000 EACH | 275.00000 825.00| 300.00000 900.00| 275.00000 825.00 CONSTRUCTION SIGN, C | | | 0050 801-06203 19654.000 LFT | 0.28000 5503.12| 0.40000 7861.60| 0.28000 5503.12 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 3000.000 LFT | 1.50000 4500.00| 1.00000 3000.00| 1.00000 3000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06640 38.000 EACH | 115.00000 4370.00| 125.00000 4750.00| 115.00000 4370.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH | 60.00000 360.00| 58.00000 348.00| 60.00000 360.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP | 10699.70000 10699.70| 35500.00000 35500.00| 33812.20000 33812.20 MAINTAINING TRAFFIC | | | 0055 801-07118 120.000 LFT | 21.00000 2520.00| 13.00000 1560.00| 21.00000 2520.00 BARRICADE, III-A | | | 0056 801-08401 1552.000 LFT | 16.00000 24832.00| 32.00000 49664.00| 42.00000 65184.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0059 802-07060 2.000 EACH | 145.00000 290.00| 176.00000 352.00| 145.00000 290.00 SIGN, SHEET, RELOCATE | | | 0060 802-09838 95.000 SFT | 17.00000 1615.00| 24.00000 2280.00| 17.00000 1615.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0061 802-09840 21.000 SFT | 19.00000 399.00| 24.00000 504.00| 19.00000 399.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -5 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1004746 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTRUCTI |TEMPLE & TEMPLE EXCAVATING & |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 808-06703 4874.000 LFT | 0.44000 2144.56| 0.90000 4386.60| 0.44000 2144.56 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0063 808-75240 40.000 LFT | 0.44000 17.60| 3.00000 120.00| 0.44000 17.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0064 808-75245 3124.000 LFT | 0.44000 1374.56| 0.80000 2499.20| 0.44000 1374.56 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0065 808-75297 66.000 LFT | 5.90000 389.40| 7.00000 462.00| 5.90000 389.40 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0066 808-75320 2.000 EACH | 70.00000 140.00| 150.00000 300.00| 70.00000 140.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0067 808-75325 2.000 EACH | 75.00000 150.00| 200.00000 400.00| 75.00000 150.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0068 808-75996 24.000 EACH | 10.00000 240.00| 78.00000 1872.00| 66.00000 1584.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 40.000 EACH | 61.88000 2475.20| 73.00000 2920.00| 61.88000 2475.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 802-05701 405.000 LFT | 10.96000 4438.80| 14.00000 5670.00| 10.96000 4438.80 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | SECTION TOTALS | $ 465,000.00| $ 630,900.10| $ 651,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 465,000.00| $ 630,900.10| $ 651,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -6 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2040699 |( ) |( ) |EXCEL EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVMENT | | | 0001 105-06845 LUMP | 8640.00000 8640.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 300.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 600.00000 7200.00| | 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 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 28660.00000 28660.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 93653.00000 93653.00| | CLEARING RIGHT OF WAY | | | 0013 202-74045 13.000 EACH | 207.75000 2700.75| | SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0014 202-91840 172.000 LFT | 17.10000 2941.20| | FENCE, CHAIN LINK, REMOVE | | | 0015 203-02000 2045.000 CYS | 26.20000 53579.00| | EXCAVATION, COMMON | | | 0016 203-02070 212.000 CYS | 43.65000 9253.80| | BORROW | | | 0017 205-03371 20.000 CYS | 134.00000 2680.00| | SEDIMENT, REMOVE | | | 0018 205-06931 56.000 TON | 66.00000 3696.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06932 60.000 LFT | 16.50000 990.00| | TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -7 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2040699 |( ) |( ) |EXCEL EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 2476.000 LFT | 1.35000 3342.60| | TEMPORARY SILT FENCE | | | 0021 207-08263 4260.000 SYS | 14.40000 61344.00| | SUBGRADE TREATMENT, TYPE IA | | | 0022 207-08267 732.000 SYS | 14.25000 10431.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 6.000 CYS | 118.50000 711.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0024 303-01180 5263.000 TON | 18.45000 97102.35| | COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08034 4652.000 SYS | 3.70000 17212.40| | MILLING, ASPHALT, 1 1/2 IN | | | 0026 306-08043 590.000 SYS | 5.35000 3156.50| | MILLING, TRANSITION | | | 0027 401-07407 1881.000 TON | 49.60000 93297.60| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 402-07433 734.000 TON | 66.25000 48627.50| | HMA SURFACE, TYPE B | | | 0029 402-07438 470.000 TON | 55.45000 26061.50| | HMA INTERMEDIATE, TYPE B | | | 0030 406-05520 5.100 TON | 639.00000 3258.90| | ASPHALT FOR TACK COAT | | | 0031 603-01932 144.000 LFT | 54.20000 7804.80| | FENCE, CHAIN LINK, 96 IN | | | 0032 610-07486 102.000 TON | 109.95000 11214.90| | HMA FOR APPROACHES, TYPE A | | | 0033 611-06497 2.000 EACH | 150.00000 300.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 11.000 EACH | 183.00000 2013.00| | RIGHT OF WAY MARKER | | | 0035 615-06505 1.000 EACH | 1025.00000 1025.00| | MONUMENT, B | | | 0036 616-02320 323.000 SYS | 4.25000 1372.75| | GEOTEXTILES | | | 0037 616-06451 200.000 TON | 27.50000 5500.00| | RIPRAP, UNIFORM | | | 0038 621-01004 2.000 EACH | 676.50000 1353.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01660 7414.000 SYS | 0.50000 3707.00| | MULCHED SEEDING, LEGUME, 2 | | | 0040 621-06545 1.000 TON | 687.00000 687.00| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -8 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2040699 |( ) |( ) |EXCEL EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06567 5.000 kGAL | 1.10000 5.50| | WATER | | | 0042 621-06574 1106.000 SYS | 2.90000 3207.40| | SODDING | | | 0043 621-06575 1294.000 SYS | 2.90000 3752.60| | SODDING, NURSERY | | | 0044 628-09401 6.000 MOS | 1678.00000 10068.00| | FIELD OFFICE, A | | | 0045 628-09407 6.000 MOS | 1195.00000 7170.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0046 715-05169 84.000 LFT | 38.20000 3208.80| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0047 715-46005 4.000 EACH | 440.00000 1760.00| | PIPE END SECTION, 15 IN | | | 0048 801-01504 3.000 EACH | 55.00000 165.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0049 801-03290 3.000 EACH | 302.50000 907.50| | CONSTRUCTION SIGN, C | | | 0050 801-06203 19654.000 LFT | 0.31000 6092.74| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 3000.000 LFT | 1.10000 3300.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06640 38.000 EACH | 126.50000 4807.00| | CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH | 70.15000 420.90| | CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP | 37116.00000 37116.00| | MAINTAINING TRAFFIC | | | 0055 801-07118 120.000 LFT | 23.10000 2772.00| | BARRICADE, III-A | | | 0056 801-08401 1552.000 LFT | 62.00000 96224.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0059 802-07060 2.000 EACH | 159.50000 319.00| | SIGN, SHEET, RELOCATE | | | 0060 802-09838 95.000 SFT | 18.70000 1776.50| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0061 802-09840 21.000 SFT | 20.90000 438.90| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 240 -9 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2040699 |( ) |( ) |EXCEL EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 808-06703 4874.000 LFT | 0.49000 2388.26| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0063 808-75240 40.000 LFT | 0.49000 19.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0064 808-75245 3124.000 LFT | 0.49000 1530.76| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0065 808-75297 66.000 LFT | 6.50000 429.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0066 808-75320 2.000 EACH | 77.00000 154.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0067 808-75325 2.000 EACH | 82.50000 165.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0068 808-75996 24.000 EACH | 72.60000 1742.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 40.000 EACH | 68.10000 2724.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 802-05701 405.000 LFT | 12.10000 4900.50| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | SECTION TOTALS | $ 811,688.91| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 811,688.91| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -1 VENDOR RANKING CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : INTESECTION IMPROVEMENT W/NEW SIGNALS COMPLETION DATE : 08/01/11 LOCATION : ON WESTERN AVENUE AT SOUTH WALNUT STREET PROJECT(S) : 0600137 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,562,743.00 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,574,619.40 100.7600% 3 38-1625197 SELGE CONSTRUCTION CO INC $ 1,673,703.65 107.1004% 4 35-1489621 HRP CONSTRUCTION INC $ 1,794,801.21 114.8494% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -2 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT W/ NEW SIGNALS | | | 0001 105-06845 LUMP | 119998.15000 119998.15| 20000.00000 20000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 125.00000 250.00| 125.00000 250.00| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 125.00000 3000.00| 125.00000 3000.00| 85.00000 2040.00 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 | 129000.00000 129000.00| 75000.00000 75000.00| 93200.00000 93200.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 15170.00000 15170.00| 1725.00000 1725.00| 64750.00000 64750.00 CLEARING AND GRUBBING | | | 0012 201-02245 51.000 EACH | 50.00000 2550.00| 50.00000 2550.00| 50.00000 2550.00 TREE, 6 IN, REMOVE | | | 0013 201-02250 3.000 EACH | 125.00000 375.00| 50.00000 150.00| 50.00000 150.00 TREE, 10 IN, REMOVE | | | 0014 201-02255 2.000 EACH | 300.00000 600.00| 150.00000 300.00| 150.00000 300.00 TREE, 18 IN, REMOVE | | | 0015 201-52370 LUMP | 8940.00000 8940.00| 8000.00000 8000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0016 201-91010 1.000 EACH | 475.00000 475.00| 650.00000 650.00| 650.00000 650.00 TREE, 24 IN, REMOVE | | | 0017 201-91011 1.000 EACH | 950.00000 950.00| 1000.00000 1000.00| 1000.00000 1000.00 TREE, 36 IN, REMOVE | | | 0018 201-93091 2.000 EACH | 285.00000 570.00| 75.00000 150.00| 75.00000 150.00 TREE, 15 IN, REMOVE | | | 0019 201-93898 11.000 EACH | 225.00000 2475.00| 75.00000 825.00| 75.00000 825.00 TREE, 12 IN, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -3 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-01502 2.000 EACH | 802.96000 1605.92| 400.00000 800.00| 330.00000 660.00 LIGHT STANDARD, REMOVE | | | 0021 202-02240 4139.000 SYS | 5.33000 22060.87| 8.00000 33112.00| 7.75000 32077.25 PAVEMENT REMOVAL | | | 0022 202-02278 2308.000 LFT | 3.06000 7062.48| 5.00000 11540.00| 5.65000 13040.20 CURB, CONCRETE, REMOVE | | | 0023 202-03875 12.000 EACH | 122.00000 1464.00| 200.00000 2400.00| 205.00000 2460.00 CONCRETE STEPS, REMOVE | | | 0024 202-04791 12.000 EACH | 21.67000 260.04| 75.00000 900.00| 205.00000 2460.00 PARKING BARRIER, REMOVE | | | 0025 202-51133 166.000 LFT | 5.24000 869.84| 6.00000 996.00| 15.00000 2490.00 RAILING, REMOVE | | | 0026 202-52710 2078.000 SYS | 1.70000 3532.60| 5.00000 10390.00| 6.40000 13299.20 SIDEWALK, CONCRETE, REMOVE | | | 0027 202-74035 2.000 EACH | 135.00000 270.00| 100.00000 200.00| 100.00000 200.00 SIGN, REMOVE | | | 0028 202-90747 224.000 LFT | 109.00000 24416.00| 80.00000 17920.00| 55.00000 12320.00 RETAINING WALL, REMOVE | | | 0029 202-91385 9.000 EACH | 189.45000 1705.05| 250.00000 2250.00| 110.00000 990.00 INLET, REMOVE | | | 0030 202-91707 1.000 EACH | 100.00000 100.00| 200.00000 200.00| 100.00000 100.00 LIGHT FIXTURE AND CONDUIT, REMOVE | | | 0031 202-91840 147.000 LFT | 3.61000 530.67| 10.00000 1470.00| 10.00000 1470.00 FENCE, CHAIN LINK, REMOVE | | | 0032 202-91922 2.000 EACH | 50.00000 100.00| 250.00000 500.00| 275.00000 550.00 STUMP, REMOVE | | | 0033 202-93047 1.000 EACH | 402.50000 402.50| 900.00000 900.00| 260.00000 260.00 MANHOLE, REMOVE | | | 0034 202-96133 376.000 LFT | 11.70000 4399.20| 10.00000 3760.00| 16.50000 6204.00 PIPE, REMOVE | | | 0035 202-99187 61.000 LFT | 4.35000 265.35| 10.00000 610.00| 10.00000 610.00 FENCE, FARM FIELD, REMOVE | | | 0036 203-02000 9630.000 CYS | 7.00000 67410.00| 15.00000 144450.00| 18.00000 173340.00 EXCAVATION, COMMON | | | 0037 205-02237 40.000 EACH | 154.69000 6187.60| 100.00000 4000.00| 115.00000 4600.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0038 205-06935 2.000 EACH | 3200.00000 6400.00| 300.00000 600.00| 1000.00000 2000.00 TEMPORARY SEDIMENT BASIN | | | 0039 205-06937 910.000 LFT | 3.44000 3130.40| 1.68000 1528.80| 2.00000 1820.00 TEMPORARY SILT FENCE | | | 0040 205-08594 90.000 LFT | 2.12000 190.80| 3.00000 270.00| 0.50000 45.00 FILTER SOCK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -4 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 205-09543 100.000 TON | 17.56000 1756.00| 30.00000 3000.00| 29.15000 2915.00 NO 2 STONE | | | 0042 207-08267 53.000 SYS | 12.80000 678.40| 37.00000 1961.00| 25.00000 1325.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0043 207-08268 6380.000 SYS | 15.05000 96019.00| 18.00000 114840.00| 13.55000 86449.00 SUBGRADE TREATMENT, TYPE IV | | | 0044 211-09264 871.000 CYS | 21.41000 18648.11| 16.25000 14153.75| 6.65000 5792.15 STRUCTURAL BACKFILL, TYPE 1 | | | 0045 301-07448 64.000 TON | 33.11000 2119.04| 42.00000 2688.00| 37.20000 2380.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0046 302-07455 1064.000 CYS | 40.00000 42560.00| 52.00000 55328.00| 46.85000 49848.40 DENSE GRADED SUBBASE | | | 0047 302-08562 14.000 TON | 16.93000 237.02| 30.00000 420.00| 41.00000 574.00 COARSE AGGREGATE, 8 | | | 0048 304-07491 39.000 TON | 150.00000 5850.00| 175.00000 6825.00| 150.00000 5850.00 HMA PATCHING, TYPE C | | | 0049 306-08034 179.000 SYS | 12.48000 2233.92| 20.00000 3580.00| 5.00000 895.00 MILLING, ASPHALT, 1 1/2 IN | | | 0050 402-07434 21.000 TON | 150.00000 3150.00| 175.00000 3675.00| 150.00000 3150.00 HMA SURFACE, TYPE C | | | 0051 502-06328 5246.000 SYS | 46.75000 245250.50| 45.00000 236070.00| 47.30000 248135.80 PCCP, 11 IN | | | 0052 503-05240 3189.000 LFT | 10.75000 34281.75| 10.00000 31890.00| 12.15000 38746.35 D-1 CONTRACTION JOINT | | | 0053 601-09155 2.000 EACH | 29425.00000 58850.00| 29425.00000 58850.00| 29425.00000 58850.00 IMPACT ATTENUATOR, CR2, W1, TL-3 | | | 0054 604-07894 49.000 SYS | 90.00000 4410.00| 90.00000 4410.00| 83.35000 4084.15 CURB RAMP, CONCRETE, A | | | 0055 604-07901 38.000 SYS | 90.00000 3420.00| 90.00000 3420.00| 110.35000 4193.30 CURB RAMP, CONCRETE, G | | | 0056 604-07902 5.000 SYS | 90.00000 450.00| 90.00000 450.00| 110.35000 551.75 CURB RAMP, CONCRETE, H | | | 0057 604-07904 20.000 SYS | 90.00000 1800.00| 125.00000 2500.00| 83.35000 1667.00 CURB RAMP, CONCRETE, L | | | 0058 604-91531 1607.000 SYS | 33.00000 53031.00| 30.00000 48210.00| 27.55000 44272.85 SIDEWALK, CONCRETE, 4 IN | | | 0059 605-06090 2538.000 LFT | 15.00000 38070.00| 13.00000 32994.00| 10.25000 26014.50 CURB, INTEGRAL, CONCRETE | | | 0060 605-06250 355.000 SYS | 65.00000 23075.00| 72.00000 25560.00| 63.10000 22400.50 CENTER CURB, C, CONCRETE | | | 0061 610-09108 53.000 SYS | 51.00000 2703.00| 50.00000 2650.00| 52.55000 2785.15 PCCP FOR APPROACHES, 9 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -5 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 616-02320 53.000 SYS | 2.75000 145.75| 8.50000 450.50| 7.00000 371.00 GEOTEXTILES | | | 0063 616-06405 5.000 TON | 91.00000 455.00| 85.00000 425.00| 175.00000 875.00 RIPRAP, REVETMENT | | | 0064 621-01004 1.000 EACH | 450.00000 450.00| 450.00000 450.00| 150.00000 150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0065 621-02363 1770.000 SYS | 0.68000 1203.60| 0.68000 1203.60| 0.68000 1203.60 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0066 621-06570 229.000 CYS | 45.30000 10373.70| 63.00000 14427.00| 10.00000 2290.00 TOPSOIL | | | 0067 621-06575 2053.000 SYS | 3.52000 7226.56| 3.52000 7226.56| 3.10000 6364.30 SODDING, NURSERY | | | 0068 621-09398 59.000 LBS | 52.00000 3068.00| 52.00000 3068.00| 19.00000 1121.00 SEED MIXTURE, SLOPE STABILIZATION | | | 0069 621-09399 17.000 LBS | 191.50000 3255.50| 191.50000 3255.50| 80.00000 1360.00 SEED MIXTURE, WET MESIC | | | 0070 621-92968 21.000 LBS | 152.50000 3202.50| 152.50000 3202.50| 105.00000 2205.00 SEED MIXTURE, WILD FLOWER | | | 0071 622-05646 9.000 EACH | 375.00000 3375.00| 375.00000 3375.00| 275.00000 2475.00 PLANT, DECIDUOUS TREE, MULTI-STEM, 96 | | | TO 120 IN | | | 0072 622-05651 6.000 EACH | 490.00000 2940.00| 490.00000 2940.00| 405.00000 2430.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN | | | 0073 628-09401 12.000 MOS | 1800.00000 21600.00| 2000.00000 24000.00| 1800.00000 21600.00 FIELD OFFICE, A | | | 0074 715-05032 231.000 LFT | 30.70000 7091.70| 45.00000 10395.00| 68.10000 15731.10 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0075 715-05149 1249.000 LFT | 28.60000 35721.40| 43.00000 53707.00| 66.15000 82621.35 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0076 715-05152 249.000 LFT | 43.37000 10799.13| 47.00000 11703.00| 70.70000 17604.30 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0077 715-05154 89.000 LFT | 81.70000 7271.30| 51.00000 4539.00| 75.55000 6723.95 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0078 715-05428 180.000 LFT | 148.75000 26775.00| 150.00000 27000.00| 160.00000 28800.00 PIPE, SLOTTED VANE DRAIN, 12 IN | | | 0079 715-09064 1963.000 LFT | 1.40000 2748.20| 1.50000 2944.50| 2.75000 5398.25 VIDEO INSPECTION FOR PIPE | | | 0080 715-46000 1.000 EACH | 599.00000 599.00| 385.00000 385.00| 350.00000 350.00 PIPE END SECTION, 12 IN | | | 0081 715-46005 1.000 EACH | 665.00000 665.00| 450.00000 450.00| 365.00000 365.00 PIPE END SECTION, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -6 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-91361 90.000 LFT | 20.60000 1854.00| 32.50000 2925.00| 31.00000 2790.00 PIPE, PVC, 6 IN HEAVY DUTY, PERFORATED | | | TUBING | | | 0083 720-01092 17.000 EACH | 2345.00000 39865.00| 3200.00000 54400.00| 3025.00000 51425.00 MANHOLE, J15, MODIFIED | | | 0084 720-08241 2.000 EACH | 3093.00000 6186.00| 4100.00000 8200.00| 4300.00000 8600.00 MANHOLE, K15, MODIFIED | | | 0085 720-44000 10.000 EACH | 300.00000 3000.00| 203.62000 2036.20| 350.00000 3500.00 CASTING, ADJUST TO GRADE | | | 0086 720-45030 2.000 EACH | 1148.00000 2296.00| 1900.00000 3800.00| 1500.00000 3000.00 INLET, E7 | | | 0087 720-45410 11.000 EACH | 1432.00000 15752.00| 2600.00000 28600.00| 1835.00000 20185.00 MANHOLE, C4 | | | 0088 720-94840 13.000 EACH | 300.00000 3900.00| 156.63000 2036.19| 160.00000 2080.00 CASTING, WATER VALVE, ADJUST TO GRADE | | | 0089 720-96999 1.000 EACH | 3865.00000 3865.00| 2800.00000 2800.00| 3900.00000 3900.00 FIRE HYDRANT ASSEMBLY | | | 0090 720-98174 11.000 EACH | 1814.00000 19954.00| 2600.00000 28600.00| 2350.00000 25850.00 INLET, B15 | | | 0091 720-98555 11.000 EACH | 1898.00000 20878.00| 2600.00000 28600.00| 2450.00000 26950.00 INLET, C15 | | | 0092 732-97009 1.000 EACH | 724.00000 724.00| 1800.00000 1800.00| 500.00000 500.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0093 801-03290 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 CONSTRUCTION SIGN, C | | | 0094 801-04308 6.000 EACH | 250.00000 1500.00| 250.00000 1500.00| 250.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06203 5980.000 LFT | 0.20000 1196.00| 0.20000 1196.00| 0.20000 1196.00 TEMPORARY PAVEMENT MARKING, 4 IN. TYPE | | | II | | | 0096 801-06625 28.000 EACH | 55.00000 1540.00| 55.00000 1540.00| 55.00000 1540.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0097 801-06640 18.000 EACH | 135.00000 2430.00| 135.00000 2430.00| 135.00000 2430.00 CONSTRUCTION SIGN, A | | | 0098 801-06645 6.000 EACH | 50.00000 300.00| 50.00000 300.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0099 801-06710 75.000 DAY | 10.00000 750.00| 10.00000 750.00| 10.00000 750.00 FLASHING ARROW SIGN | | | 0100 801-06775 LUMP | 14000.00000 14000.00| 20000.00000 20000.00| 5900.00000 5900.00 MAINTAINING TRAFFIC | | | 0101 801-07119 168.000 LFT | 14.00000 2352.00| 14.00000 2352.00| 14.00000 2352.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -7 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 802-05701 231.000 LFT | 9.55000 2206.05| 10.00000 2310.00| 9.55000 2206.05 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0103 802-05702 84.000 LFT | 8.00000 672.00| 10.00000 840.00| 8.00000 672.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0104 802-09838 91.000 SFT | 12.50000 1137.50| 10.00000 910.00| 12.50000 1137.50 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0105 802-09840 83.000 SFT | 14.50000 1203.50| 10.00000 830.00| 14.50000 1203.50 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0106 804-76420 2.000 EACH | 140.00000 280.00| 500.00000 1000.00| 140.00000 280.00 MARKER TYPE 3, (W59 L) WITH POST | | | 0107 805-01300 1.000 EACH | 1350.00000 1350.00| 2000.00000 2000.00| 1350.00000 1350.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0108 805-01479 1.000 EACH | 575.00000 575.00| 1500.00000 1500.00| 575.00000 575.00 CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | 0109 805-01842 10.000 EACH | 935.00000 9350.00| 600.00000 6000.00| 935.00000 9350.00 HANDHOLE, SIGNAL | | | 0110 805-01844 2292.000 LFT | 11.35000 26014.20| 13.00000 29796.00| 11.35000 26014.20 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0111 805-02037 2.000 EACH | 2450.00000 4900.00| 2500.00000 5000.00| 2450.00000 4900.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 20FT | | | 0112 805-02069 1.000 EACH | 2575.00000 2575.00| 2500.00000 2500.00| 2575.00000 2575.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 25FT | | | 0113 805-02072 3.000 EACH | 2860.00000 8580.00| 2500.00000 7500.00| 2860.00000 8580.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT | | | 0114 805-02087 LUMP | 100.00000 100.00| 5000.00000 5000.00| 100.00000 100.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0115 805-02150 12.000 EACH | 800.00000 9600.00| 800.00000 9600.00| 800.00000 9600.00 PEDESTRIAN SIGNAL HEAD, 18 IN | | | 0116 805-02572 3.000 EACH | 410.00000 1230.00| 1600.00000 4800.00| 410.00000 1230.00 SIGNAL SUPPORT FOUNDATION, A | | | 0117 805-04808 3.000 EACH | 545.00000 1635.00| 1000.00000 3000.00| 545.00000 1635.00 PEDESTRIAN SIGNAL , POLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -8 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 805-04973 156.000 LFT | 7.00000 1092.00| 4.00000 624.00| 7.00000 1092.00 CONDUIT STEEL, 3/4 IN. LIQUID TIGHT, | | | FLEXIBLE | | | 0119 805-05870 1.000 EACH | 1015.00000 1015.00| 9.00000 9.00| 1015.00000 1015.00 SIGNAL SUPPORT FOUNDATION , 3 FT. DIA. | | | X 8 FT. | | | 0120 805-05870 3.000 EACH | 1115.00000 3345.00| 900.00000 2700.00| 1115.00000 3345.00 SIGNAL SUPPORT FOUNDATION , 3 FT-6 IN. | | | DIA. X 8 FT. | | | 0121 805-06834 1.000 EACH | 31150.00000 31150.00| 29500.00000 29500.00| 31150.00000 31150.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0122 805-08129 143.000 LFT | 1.20000 171.60| 2.00000 286.00| 1.20000 171.60 SIGNAL CABLE , 2C 10GA. | | | 0123 805-78205 20.000 EACH | 965.00000 19300.00| 800.00000 16000.00| 965.00000 19300.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0124 805-78215 4.000 EACH | 875.00000 3500.00| 800.00000 3200.00| 875.00000 3500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER ARROW, GREEN ARROW | | | 0125 805-78370 12.000 EACH | 110.00000 1320.00| 100.00000 1200.00| 110.00000 1320.00 PEDESTRIAN PUSH BUTTON | | | 0126 805-78467 76.000 LFT | 1.80000 136.80| 4.00000 304.00| 1.80000 136.80 SIGNAL CABLE, 3C 8GA | | | 0127 805-78485 4725.000 LFT | 1.30000 6142.50| 1.00000 4725.00| 1.30000 6142.50 SIGNAL CABLE, 5C 14GA | | | 0128 805-78490 1434.000 LFT | 1.40000 2007.60| 1.00000 1434.00| 1.40000 2007.60 SIGNAL CABLE, 7C 14GA | | | 0129 805-78510 2260.000 LFT | 1.15000 2599.00| 0.60000 1356.00| 1.15000 2599.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0130 805-78746 1908.000 LFT | 7.80000 14882.40| 8.00000 15264.00| 7.80000 14882.40 PREFORMED LOOP DETECTORS | | | 0131 805-78785 12.000 EACH | 600.00000 7200.00| 600.00000 7200.00| 600.00000 7200.00 SIGNAL DETECTOR HOUSING | | | 0132 805-86900 21.000 EACH | 45.00000 945.00| 55.00000 1155.00| 45.00000 945.00 JUNCTION BOX (J-BOX), NEMA 3R | | | 0133 805-92504 12.000 EACH | 300.00000 3600.00| 500.00000 6000.00| 300.00000 3600.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0134 805-94069 525.000 LFT | 9.30000 4882.50| 8.00000 4200.00| 9.30000 4882.50 CONDUIT, STEEL, GALVANIZED, 1 IN | | | 0135 807-04651 2570.000 LFT | 0.65000 1670.50| 1.00000 2570.00| 0.65000 1670.50 WIRE, THWN, NO. 10, COPPER 1C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -9 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0136 807-06796 1.000 EACH | 2335.00000 2335.00| 2000.00000 2000.00| 2335.00000 2335.00 ELECTRIC , SERVICE, ENCLOSURE | | | 0137 807-08612 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 HANDHOLE, RECTANGULAR | | | 0138 808-03631 1051.000 LFT | 1.60000 1681.60| 1.60000 1681.60| 1.60000 1681.60 LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0139 808-03632 1417.000 LFT | 1.60000 2267.20| 1.60000 2267.20| 1.60000 2267.20 LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0140 808-05534 788.000 LFT | 3.50000 2758.00| 3.50000 2758.00| 3.50000 2758.00 LINE, EPOXY, SOLID, WHITE, 8 IN | | | 0141 808-07310 55.000 LFT | 4.50000 247.50| 4.50000 247.50| 4.50000 247.50 TRANSVERSE MARKING EPOXY SOLID YELLOW | | | CROSSHATCH LINE, 12" | | | 0142 808-09038 394.000 LFT | 4.50000 1773.00| 4.50000 1773.00| 4.50000 1773.00 TRANSVERSE MARKINGS EPOXY, SOLID, WHITE | | | CROSSHATCH LINE, 12" | | | 0143 808-74805 188.000 LFT | 8.00000 1504.00| 8.00000 1504.00| 8.00000 1504.00 TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | | 0144 808-74807 18.000 EACH | 175.00000 3150.00| 175.00000 3150.00| 175.00000 3150.00 PAVEMENT MESSAGE MARKING, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0145 808-94455 600.000 LFT | 3.00000 1800.00| 3.00000 1800.00| 3.00000 1800.00 TRANSVERSE MARKING, EPOXY, CROSSWALK | | | LINE, 6" | | | 0146 808-98000 210.000 LFT | 3.50000 735.00| 3.50000 735.00| 3.50000 735.00 LINE, EPOXY, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 1,562,743.00| $ 1,574,619.40| $ 1,673,703.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,562,743.00| $ 1,574,619.40| $ 1,673,703.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -10 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT W/ NEW SIGNALS | | | 0001 105-06845 LUMP | 19000.00000 19000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 85.00000 2040.00| | 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 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 80000.00000 80000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 10000.00000 10000.00| | CLEARING AND GRUBBING | | | 0012 201-02245 51.000 EACH | 50.00000 2550.00| | TREE, 6 IN, REMOVE | | | 0013 201-02250 3.000 EACH | 50.00000 150.00| | TREE, 10 IN, REMOVE | | | 0014 201-02255 2.000 EACH | 150.00000 300.00| | TREE, 18 IN, REMOVE | | | 0015 201-52370 LUMP | 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0016 201-91010 1.000 EACH | 650.00000 650.00| | TREE, 24 IN, REMOVE | | | 0017 201-91011 1.000 EACH | 1000.00000 1000.00| | TREE, 36 IN, REMOVE | | | 0018 201-93091 2.000 EACH | 75.00000 150.00| | TREE, 15 IN, REMOVE | | | 0019 201-93898 11.000 EACH | 75.00000 825.00| | TREE, 12 IN, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -11 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-01502 2.000 EACH | 500.00000 1000.00| | LIGHT STANDARD, REMOVE | | | 0021 202-02240 4139.000 SYS | 12.00000 49668.00| | PAVEMENT REMOVAL | | | 0022 202-02278 2308.000 LFT | 3.00000 6924.00| | CURB, CONCRETE, REMOVE | | | 0023 202-03875 12.000 EACH | 100.00000 1200.00| | CONCRETE STEPS, REMOVE | | | 0024 202-04791 12.000 EACH | 30.00000 360.00| | PARKING BARRIER, REMOVE | | | 0025 202-51133 166.000 LFT | 5.00000 830.00| | RAILING, REMOVE | | | 0026 202-52710 2078.000 SYS | 9.00000 18702.00| | SIDEWALK, CONCRETE, REMOVE | | | 0027 202-74035 2.000 EACH | 450.00000 900.00| | SIGN, REMOVE | | | 0028 202-90747 224.000 LFT | 150.00000 33600.00| | RETAINING WALL, REMOVE | | | 0029 202-91385 9.000 EACH | 350.00000 3150.00| | INLET, REMOVE | | | 0030 202-91707 1.000 EACH | 100.00000 100.00| | LIGHT FIXTURE AND CONDUIT, REMOVE | | | 0031 202-91840 147.000 LFT | 10.00000 1470.00| | FENCE, CHAIN LINK, REMOVE | | | 0032 202-91922 2.000 EACH | 400.00000 800.00| | STUMP, REMOVE | | | 0033 202-93047 1.000 EACH | 550.00000 550.00| | MANHOLE, REMOVE | | | 0034 202-96133 376.000 LFT | 7.00000 2632.00| | PIPE, REMOVE | | | 0035 202-99187 61.000 LFT | 4.00000 244.00| | FENCE, FARM FIELD, REMOVE | | | 0036 203-02000 9630.000 CYS | 28.00000 269640.00| | EXCAVATION, COMMON | | | 0037 205-02237 40.000 EACH | 160.00000 6400.00| | TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0038 205-06935 2.000 EACH | 600.00000 1200.00| | TEMPORARY SEDIMENT BASIN | | | 0039 205-06937 910.000 LFT | 1.68000 1528.80| | TEMPORARY SILT FENCE | | | 0040 205-08594 90.000 LFT | 0.50000 45.00| | FILTER SOCK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -12 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 205-09543 100.000 TON | 50.00000 5000.00| | NO 2 STONE | | | 0042 207-08267 53.000 SYS | 14.00000 742.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0043 207-08268 6380.000 SYS | 16.00000 102080.00| | SUBGRADE TREATMENT, TYPE IV | | | 0044 211-09264 871.000 CYS | 12.00000 10452.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0045 301-07448 64.000 TON | 30.00000 1920.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0046 302-07455 1064.000 CYS | 40.00000 42560.00| | DENSE GRADED SUBBASE | | | 0047 302-08562 14.000 TON | 30.00000 420.00| | COARSE AGGREGATE, 8 | | | 0048 304-07491 39.000 TON | 150.00000 5850.00| | HMA PATCHING, TYPE C | | | 0049 306-08034 179.000 SYS | 20.00000 3580.00| | MILLING, ASPHALT, 1 1/2 IN | | | 0050 402-07434 21.000 TON | 150.00000 3150.00| | HMA SURFACE, TYPE C | | | 0051 502-06328 5246.000 SYS | 46.75000 245250.50| | PCCP, 11 IN | | | 0052 503-05240 3189.000 LFT | 10.75000 34281.75| | D-1 CONTRACTION JOINT | | | 0053 601-09155 2.000 EACH | 29425.00000 58850.00| | IMPACT ATTENUATOR, CR2, W1, TL-3 | | | 0054 604-07894 49.000 SYS | 90.00000 4410.00| | CURB RAMP, CONCRETE, A | | | 0055 604-07901 38.000 SYS | 90.00000 3420.00| | CURB RAMP, CONCRETE, G | | | 0056 604-07902 5.000 SYS | 90.00000 450.00| | CURB RAMP, CONCRETE, H | | | 0057 604-07904 20.000 SYS | 90.00000 1800.00| | CURB RAMP, CONCRETE, L | | | 0058 604-91531 1607.000 SYS | 33.00000 53031.00| | SIDEWALK, CONCRETE, 4 IN | | | 0059 605-06090 2538.000 LFT | 15.00000 38070.00| | CURB, INTEGRAL, CONCRETE | | | 0060 605-06250 355.000 SYS | 65.00000 23075.00| | CENTER CURB, C, CONCRETE | | | 0061 610-09108 53.000 SYS | 51.00000 2703.00| | PCCP FOR APPROACHES, 9 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -13 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 616-02320 53.000 SYS | 2.00000 106.00| | GEOTEXTILES | | | 0063 616-06405 5.000 TON | 80.00000 400.00| | RIPRAP, REVETMENT | | | 0064 621-01004 1.000 EACH | 450.00000 450.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0065 621-02363 1770.000 SYS | 0.68000 1203.60| | MULCHED SEEDING T, CONVENTIONAL MIX | | | 0066 621-06570 229.000 CYS | 35.00000 8015.00| | TOPSOIL | | | 0067 621-06575 2053.000 SYS | 3.52000 7226.56| | SODDING, NURSERY | | | 0068 621-09398 59.000 LBS | 52.00000 3068.00| | SEED MIXTURE, SLOPE STABILIZATION | | | 0069 621-09399 17.000 LBS | 191.50000 3255.50| | SEED MIXTURE, WET MESIC | | | 0070 621-92968 21.000 LBS | 152.50000 3202.50| | SEED MIXTURE, WILD FLOWER | | | 0071 622-05646 9.000 EACH | 375.00000 3375.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, 96 | | | TO 120 IN | | | 0072 622-05651 6.000 EACH | 490.00000 2940.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN | | | 0073 628-09401 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, A | | | 0074 715-05032 231.000 LFT | 25.00000 5775.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0075 715-05149 1249.000 LFT | 30.00000 37470.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0076 715-05152 249.000 LFT | 40.00000 9960.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0077 715-05154 89.000 LFT | 55.00000 4895.00| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0078 715-05428 180.000 LFT | 150.00000 27000.00| | PIPE, SLOTTED VANE DRAIN, 12 IN | | | 0079 715-09064 1963.000 LFT | 0.75000 1472.25| | VIDEO INSPECTION FOR PIPE | | | 0080 715-46000 1.000 EACH | 700.00000 700.00| | PIPE END SECTION, 12 IN | | | 0081 715-46005 1.000 EACH | 800.00000 800.00| | PIPE END SECTION, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -14 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-91361 90.000 LFT | 11.00000 990.00| | PIPE, PVC, 6 IN HEAVY DUTY, PERFORATED | | | TUBING | | | 0083 720-01092 17.000 EACH | 4550.00000 77350.00| | MANHOLE, J15, MODIFIED | | | 0084 720-08241 2.000 EACH | 6100.00000 12200.00| | MANHOLE, K15, MODIFIED | | | 0085 720-44000 10.000 EACH | 300.00000 3000.00| | CASTING, ADJUST TO GRADE | | | 0086 720-45030 2.000 EACH | 2800.00000 5600.00| | INLET, E7 | | | 0087 720-45410 11.000 EACH | 4200.00000 46200.00| | MANHOLE, C4 | | | 0088 720-94840 13.000 EACH | 250.00000 3250.00| | CASTING, WATER VALVE, ADJUST TO GRADE | | | 0089 720-96999 1.000 EACH | 3300.00000 3300.00| | FIRE HYDRANT ASSEMBLY | | | 0090 720-98174 11.000 EACH | 3900.00000 42900.00| | INLET, B15 | | | 0091 720-98555 11.000 EACH | 3900.00000 42900.00| | INLET, C15 | | | 0092 732-97009 1.000 EACH | 800.00000 800.00| | FIRE HYDRANT ASSEMBLY, REMOVE | | | 0093 801-03290 2.000 EACH | 150.00000 300.00| | CONSTRUCTION SIGN, C | | | 0094 801-04308 6.000 EACH | 250.00000 1500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06203 5980.000 LFT | 2.50000 14950.00| | TEMPORARY PAVEMENT MARKING, 4 IN. TYPE | | | II | | | 0096 801-06625 28.000 EACH | 55.00000 1540.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0097 801-06640 18.000 EACH | 135.00000 2430.00| | CONSTRUCTION SIGN, A | | | 0098 801-06645 6.000 EACH | 50.00000 300.00| | CONSTRUCTION SIGN, B | | | 0099 801-06710 75.000 DAY | 10.00000 750.00| | FLASHING ARROW SIGN | | | 0100 801-06775 LUMP | 32000.00000 32000.00| | MAINTAINING TRAFFIC | | | 0101 801-07119 168.000 LFT | 14.00000 2352.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -15 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 802-05701 231.000 LFT | 9.55000 2206.05| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0103 802-05702 84.000 LFT | 8.00000 672.00| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0104 802-09838 91.000 SFT | 12.50000 1137.50| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0105 802-09840 83.000 SFT | 14.50000 1203.50| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0106 804-76420 2.000 EACH | 140.00000 280.00| | MARKER TYPE 3, (W59 L) WITH POST | | | 0107 805-01300 1.000 EACH | 1350.00000 1350.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0108 805-01479 1.000 EACH | 575.00000 575.00| | CONTROLLER CABINET FOUNDATION, P1, | | | MODIFIED | | | 0109 805-01842 10.000 EACH | 935.00000 9350.00| | HANDHOLE, SIGNAL | | | 0110 805-01844 2292.000 LFT | 11.35000 26014.20| | CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0111 805-02037 2.000 EACH | 2450.00000 4900.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 20FT | | | 0112 805-02069 1.000 EACH | 2575.00000 2575.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 25FT | | | 0113 805-02072 3.000 EACH | 2860.00000 8580.00| | SIGNAL CANTILEVER STRUCTURE, MAST ARM | | | 30FT | | | 0114 805-02087 LUMP | 100.00000 100.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0115 805-02150 12.000 EACH | 800.00000 9600.00| | PEDESTRIAN SIGNAL HEAD, 18 IN | | | 0116 805-02572 3.000 EACH | 410.00000 1230.00| | SIGNAL SUPPORT FOUNDATION, A | | | 0117 805-04808 3.000 EACH | 545.00000 1635.00| | PEDESTRIAN SIGNAL , POLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -16 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 805-04973 156.000 LFT | 7.00000 1092.00| | CONDUIT STEEL, 3/4 IN. LIQUID TIGHT, | | | FLEXIBLE | | | 0119 805-05870 1.000 EACH | 1015.00000 1015.00| | SIGNAL SUPPORT FOUNDATION , 3 FT. DIA. | | | X 8 FT. | | | 0120 805-05870 3.000 EACH | 1115.00000 3345.00| | SIGNAL SUPPORT FOUNDATION , 3 FT-6 IN. | | | DIA. X 8 FT. | | | 0121 805-06834 1.000 EACH | 31150.00000 31150.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0122 805-08129 143.000 LFT | 1.20000 171.60| | SIGNAL CABLE , 2C 10GA. | | | 0123 805-78205 20.000 EACH | 965.00000 19300.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0124 805-78215 4.000 EACH | 875.00000 3500.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER ARROW, GREEN ARROW | | | 0125 805-78370 12.000 EACH | 110.00000 1320.00| | PEDESTRIAN PUSH BUTTON | | | 0126 805-78467 76.000 LFT | 1.80000 136.80| | SIGNAL CABLE, 3C 8GA | | | 0127 805-78485 4725.000 LFT | 1.30000 6142.50| | SIGNAL CABLE, 5C 14GA | | | 0128 805-78490 1434.000 LFT | 1.40000 2007.60| | SIGNAL CABLE, 7C 14GA | | | 0129 805-78510 2260.000 LFT | 1.15000 2599.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0130 805-78746 1908.000 LFT | 7.80000 14882.40| | PREFORMED LOOP DETECTORS | | | 0131 805-78785 12.000 EACH | 600.00000 7200.00| | SIGNAL DETECTOR HOUSING | | | 0132 805-86900 21.000 EACH | 45.00000 945.00| | JUNCTION BOX (J-BOX), NEMA 3R | | | 0133 805-92504 12.000 EACH | 300.00000 3600.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0134 805-94069 525.000 LFT | 9.30000 4882.50| | CONDUIT, STEEL, GALVANIZED, 1 IN | | | 0135 807-04651 2570.000 LFT | 0.65000 1670.50| | WIRE, THWN, NO. 10, COPPER 1C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 270 -17 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1489621 |( ) |( ) |HRP CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0136 807-06796 1.000 EACH | 2335.00000 2335.00| | ELECTRIC , SERVICE, ENCLOSURE | | | 0137 807-08612 2.000 EACH | 600.00000 1200.00| | HANDHOLE, RECTANGULAR | | | 0138 808-03631 1051.000 LFT | 0.55000 578.05| | LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0139 808-03632 1417.000 LFT | 0.55000 779.35| | LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0140 808-05534 788.000 LFT | 1.10000 866.80| | LINE, EPOXY, SOLID, WHITE, 8 IN | | | 0141 808-07310 55.000 LFT | 5.60000 308.00| | TRANSVERSE MARKING EPOXY SOLID YELLOW | | | CROSSHATCH LINE, 12" | | | 0142 808-09038 394.000 LFT | 5.60000 2206.40| | TRANSVERSE MARKINGS EPOXY, SOLID, WHITE | | | CROSSHATCH LINE, 12" | | | 0143 808-74805 188.000 LFT | 11.00000 2068.00| | TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | | 0144 808-74807 18.000 EACH | 146.00000 2628.00| | PAVEMENT MESSAGE MARKING, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0145 808-94455 600.000 LFT | 3.66000 2196.00| | TRANSVERSE MARKING, EPOXY, CROSSWALK | | | LINE, 6" | | | 0146 808-98000 210.000 LFT | 1.10000 231.00| | LINE, EPOXY, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 1,794,801.21| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,794,801.21| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 280 -1 VENDOR RANKING CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BIKE/PEDESTRIAN FACILITIES, ENHANCEMENT COMPLETION DATE : 06/26/11 LOCATION : AT THE PHASE IV OF THE WABASH & ERIE CANAL TOWPATH TRAIL PROJECT(S) : 0710403 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 809,786.00 100.0000% 2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 818,577.59 101.0857% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 280 -2 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( ) |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES, ENHANCEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 10800.00000 10800.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 80.00000 160.00| 150.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 41.00000 984.00| 100.00000 2400.00| 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 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 40000.00000 40000.00| 40750.00000 40750.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 11500.00000 11500.00| 13500.00000 13500.00| CLEARING RIGHT OF WAY | | | 0012 202-96133 33.000 LFT | 10.00000 330.00| 10.00000 330.00| PIPE, REMOVE | | | 0013 203-02000 3818.000 CYS | 26.00000 99268.00| 26.00000 99268.00| EXCAVATION, COMMON | | | 0014 203-02070 1035.000 CYS | 9.80000 10143.00| 9.80000 10143.00| BORROW | | | 0015 205-06931 205.000 TON | 40.72000 8347.60| 40.72000 8347.60| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 10.000 EACH | 100.00000 1000.00| 100.00000 1000.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 4200.000 LFT | 1.04000 4368.00| 1.25000 5250.00| TEMPORARY SILT FENCE | | | 0018 205-09543 300.000 TON | 22.75000 6825.00| 22.75000 6825.00| NO 2 STONE | | | 0019 207-08266 10956.000 SYS | 0.50000 5478.00| 0.50000 5478.00| SUBGRADE TREATMENT, TYPE III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 280 -3 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( ) |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08267 1780.000 SYS | 6.48000 11534.40| 6.48000 11534.40| SUBGRADE TREATMENT, TYPE IIIA | | | 0021 207-08268 343.000 SYS | 17.85000 6122.55| 17.85000 6122.55| SUBGRADE TREATMENT, TYPE IV , MODIFIED | | | 0022 210-03823 1.000 EACH | 29110.00000 29110.00| 29110.00000 29110.00| SHELTER, HOUSE , PAVILION | | | 0023 210-04181 8.000 EACH | 162.00000 1296.00| 162.00000 1296.00| BICYCLE RACK | | | 0024 210-09730 320.000 LFT | 134.41000 43011.20| 141.00000 45120.00| BOARDWALK | | | 0025 210-97671 4.000 EACH | 879.00000 3516.00| 716.00000 2864.00| PICNIC TABLE | | | 0026 211-09264 323.000 CYS | 21.96000 7093.08| 21.96000 7093.08| STRUCTURAL BACKFILL, TYPE 1 | | | 0027 301-07448 3282.000 TON | 16.50000 54153.00| 12.00000 39384.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-01180 741.000 TON | 18.30000 13560.30| 15.00000 11115.00| COMPACTED AGGREGATE, NO. 53 | | | 0029 305-09786 151.000 SYS | 48.00000 7248.00| 42.00000 6342.00| PCC BASE, 6 INCH | | | 0030 402-07432 700.000 TON | 54.00000 37800.00| 70.00000 49000.00| HMA SURFACE, TYPE A | | | 0031 402-07435 1400.000 TON | 36.00000 50400.00| 50.00000 70000.00| HMA INTERMEDIATE, TYPE A | | | 0032 406-05520 2.700 TON | 10.00000 27.00| 10.00000 27.00| ASPHALT FOR TACK COAT | | | 0033 604-07569 46.000 SYS | 105.00000 4830.00| 105.00000 4830.00| PAVERS , CONCRETE | | | 0034 604-07897 50.000 SYS | 100.00000 5000.00| 71.00000 3550.00| CURB RAMP, CONCRETE, C | | | 0035 604-07903 11.000 SYS | 100.00000 1100.00| 87.00000 957.00| CURB RAMP, CONCRETE, K | | | 0036 604-44251 8.000 CYS | 625.00000 5000.00| 650.00000 5200.00| STEPS, CONCRETE | | | 0037 605-06120 297.000 LFT | 28.00000 8316.00| 12.00000 3564.00| CURB, CONCRETE | | | 0038 605-06140 192.000 LFT | 23.00000 4416.00| 11.00000 2112.00| CURB AND GUTTER, CONCRETE | | | 0039 605-92578 41.000 SYS | 65.00000 2665.00| 36.00000 1476.00| CURB WALK, CONCRETE | | | 0040 610-07487 490.000 TON | 50.00000 24500.00| 60.00000 29400.00| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 280 -4 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( ) |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 616-02320 117.000 SYS | 2.50000 292.50| 2.50000 292.50| GEOTEXTILES | | | 0042 616-06405 59.000 TON | 28.31000 1670.29| 28.31000 1670.29| RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH | 400.00000 400.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-02770 2100.000 SYS | 1.25000 2625.00| 1.25000 2625.00| EROSION CONTROL BLANKET | | | 0045 621-03909 130.000 LBS | 50.00000 6500.00| 50.00000 6500.00| SEED MIXTURE, NATIVE , NATIVE | | | 0046 621-06560 5000.000 SYS | 0.45000 2250.00| 0.45000 2250.00| MULCHED SEEDING, U | | | 0047 621-06565 4.000 TON | 450.00000 1800.00| 450.00000 1800.00| MULCHING MATERIAL | | | 0048 621-09785 100.000 LFT | 12.00000 1200.00| 12.00000 1200.00| STRAW , WADDLE | | | 0049 622-05649 27.000 EACH | 375.00000 10125.00| 375.00000 10125.00| PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN | | | 0050 622-05654 258.000 EACH | 16.25000 4192.50| 16.25000 4192.50| PLANT, PERENNIAL | | | 0051 628-09402 12.000 MOS | 1600.00000 19200.00| 1675.00000 20100.00| FIELD OFFICE, B | | | 0052 628-09407 12.000 MOS | 225.00000 2700.00| 50.00000 600.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 701-04732 1120.000 LFT | 19.87000 22254.40| 21.00000 23520.00| PILE , HELICAL | | | 0054 702-51015 1.200 CYS | 2595.00000 3114.00| 2600.00000 3120.00| CONCRETE, B, FOOTINGS | | | 0055 703-06028 1169.000 LBS | 0.42000 490.98| 1.00000 1169.00| REINFORCING BARS | | | 0056 706-04683 180.000 LFT | 33.20000 5976.00| 43.96000 7912.80| RAILING , BARRIER | | | 0057 712-03812 2.000 EACH | 1140.00000 2280.00| 514.00000 1028.00| BENCH | | | 0058 715-05118 138.000 LFT | 34.45000 4754.10| 34.45000 4754.10| PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0059 715-05121 26.000 LFT | 41.93000 1090.18| 41.93000 1090.18| PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0060 715-05128 64.000 LFT | 99.99000 6399.36| 99.99000 6399.36| PIPE, TYPE 1, CIRCULAR, 48 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 280 -5 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( ) |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05146 50.000 LFT | 19.45000 972.50| 19.45000 972.50| PIPE, TYPE 2, CIRCULAR, 6 IN | | | 0062 715-05149 56.000 LFT | 30.43000 1704.08| 30.43000 1704.08| PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0063 715-05151 145.000 LFT | 35.70000 5176.50| 35.70000 5176.50| PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0064 715-05168 110.000 LFT | 28.43000 3127.30| 28.43000 3127.30| PIPE, TYPE 3, CIRCULAR, 12 IN | | | 0065 715-05203 376.000 LFT | 9.85000 3703.60| 9.85000 3703.60| PIPE, TYPE 4, CIRCULAR, 4 IN | | | 0066 715-06004 2.000 EACH | 2250.00000 4500.00| 2250.00000 4500.00| CONCRETE ANCHOR, 48 IN | | | 0067 715-46000 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00| PIPE END SECTION, 12 IN | | | 0068 715-46005 2.000 EACH | 240.00000 480.00| 240.00000 480.00| PIPE END SECTION, 15 IN | | | 0069 715-46010 2.000 EACH | 305.00000 610.00| 305.00000 610.00| PIPE END SECTION, 18 IN | | | 0070 718-52610 21.000 CYS | 34.50000 724.50| 34.50000 724.50| AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 209.000 SYS | 2.00000 418.00| 2.00000 418.00| GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-04682 2.000 EACH | 420.00000 840.00| 420.00000 840.00| INLET YARD DRAIN | | | 0073 720-44000 1.000 EACH | 300.00000 300.00| 300.00000 300.00| CASTING, ADJUST TO GRADE | | | 0074 720-45030 1.000 EACH | 950.00000 950.00| 950.00000 950.00| INLET, E7 | | | 0075 720-45035 4.000 EACH | 950.00000 3800.00| 950.00000 3800.00| INLET, F7 | | | 0076 732-08419 130.000 SYS | 63.36000 8236.80| 63.50000 8255.00| MODULAR BLOCK WALL | | | 0077 732-08421 130.000 SYS | 124.15000 16139.50| 124.15000 16139.50| MODULAR BLOCK WALL ERECTION | | | 0078 801-03290 6.000 EACH | 210.00000 1260.00| 180.00000 1080.00| CONSTRUCTION SIGN, C | | | 0079 801-06640 26.000 EACH | 175.00000 4550.00| 159.00000 4134.00| CONSTRUCTION SIGN, A | | | 0080 801-06710 180.000 DAY | 9.95000 1791.00| 5.00000 900.00| FLASHING ARROW SIGN | | | 0081 801-06775 LUMP | 12860.36000 12860.36| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 280 -6 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( ) |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 801-07119 84.000 LFT | 12.55000 1054.20| 10.00000 840.00| BARRICADE, III-B | | | 0083 802-03896 6.000 EACH | 400.00000 2400.00| 275.00000 1650.00| BOLLARD , PIPE, REMOVABLE | | | 0084 802-04314 1.000 EACH | 587.00000 587.00| 920.00000 920.00| SIGN , ENTRY | | | 0085 802-04314 2.000 EACH | 1775.00000 3550.00| 1120.00000 2240.00| SIGN , LECTERN | | | 0086 802-04314 1.000 EACH | 1628.00000 1628.00| 3820.00000 3820.00| SIGN , TRAILHEAD | | | 0087 802-05704 291.000 LFT | 12.00000 3492.00| 12.00000 3492.00| SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | | ANCHOR BASE | | | 0088 802-09838 163.000 SFT | 11.00000 1793.00| 11.00000 1793.00| SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0089 802-09840 10.000 SFT | 12.00000 120.00| 12.00000 120.00| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0090 802-09842 36.000 SFT | 13.00000 468.00| 13.00000 468.00| SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0091 805-01815 4.000 EACH | 1750.00000 7000.00| 1750.00000 7000.00| SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0092 805-02152 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN , COUNTDOWN | | | TYPE | | | 0093 805-04757 1.000 EACH | 1750.00000 1750.00| 1750.00000 1750.00| SIGNAL , CARD | | | 0094 805-07767 345.000 LFT | 2.05000 707.25| 2.05000 707.25| SIGNAL CABLE, 12C 14GA | | | 0095 805-08464 1.000 EACH | 3425.00000 3425.00| 3425.00000 3425.00| RADIO, INTERCONNECT , YAGI | | | 0096 805-09344 2.000 EACH | 2400.00000 4800.00| 2400.00000 4800.00| WIRELESS , DETECTOR ANTENNAE | | | 0097 805-09344 2.000 EACH | 1140.00000 2280.00| 1140.00000 2280.00| WIRELESS , DETECTOR REPEATER/AMPLIFIER | | | 0098 805-09344 24.000 EACH | 685.00000 16440.00| 685.00000 16440.00| WIRELESS , DETECTOR SENSOR | | | 0099 805-78100 1.000 EACH | 9650.00000 9650.00| 9650.00000 9650.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE , TS2, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 280 -7 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( ) |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 805-78205 9.000 EACH | 765.00000 6885.00| 765.00000 6885.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0101 805-78370 2.000 EACH | 175.00000 350.00| 175.00000 350.00| PEDESTRIAN PUSH BUTTON , PRESSURE | | | SENSITIVE | | | 0102 805-78415 4.000 EACH | 1700.00000 6800.00| 1700.00000 6800.00| SPAN, CATENARY, AND TETHER | | | 0103 805-78420 4.000 EACH | 225.00000 900.00| 225.00000 900.00| DISCONNECT HANGER | | | 0104 805-78445 1.000 EACH | 600.00000 600.00| 600.00000 600.00| SIGNAL SERVICE | | | 0105 805-78465 190.000 LFT | 1.95000 370.50| 1.95000 370.50| SIGNAL CABLE, 2C 8GA | | | 0107 805-78480 520.000 LFT | 0.95000 494.00| 0.95000 494.00| SIGNAL CABLE, 3C 14GA | | | 0108 805-78485 570.000 LFT | 1.65000 940.50| 1.65000 940.50| SIGNAL CABLE, 5C 14GA | | | 0110 805-78925 1.000 EACH | 475.00000 475.00| 475.00000 475.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0111 805-81060 4.000 EACH | 4650.00000 18600.00| 4650.00000 18600.00| SIGNAL STRAIN POLE, STEEL, 36 FT | | | 0112 805-96014 92.000 LFT | 1.00000 92.00| 4.00000 368.00| SAW CUT, FULL DEPTH | | | 0113 805-97042 1.000 EACH | 900.00000 900.00| 900.00000 900.00| SIGNAL POLE, WOOD, 5, 35 FT | | | 0114 807-02778 1.000 EACH | 400.00000 400.00| 400.00000 400.00| LUMINAIRE MAST ARM, 5 FT | | | 0115 807-02783 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00| LUMINAIRE MAST ARM, 15 FT. | | | 0116 807-06592 40.000 LFT | 25.00000 1000.00| 25.00000 1000.00| CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0117 807-86805 2.000 EACH | 3000.00000 6000.00| 3000.00000 6000.00| SERVICE POINT, I | | | 0118 807-97289 3.000 EACH | 215.00000 645.00| 215.00000 645.00| LUMINAIRE HIGH PRESSURE SODIUM 250 WATT | | | 240 VOLTS REGULATOR WITH BALLAST | | | 0119 808-03439 564.000 LFT | 3.98000 2244.72| 5.25000 2961.00| TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK, WHITE 24" | | | 0120 808-06703 98.000 LFT | 0.69000 67.62| 1.20000 117.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 280 -8 TABULATION OF BIDS CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( ) |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 808-06716 540.000 LFT | 0.75000 405.00| 0.20000 108.00| LINE, REMOVE | | | 0122 808-75240 1607.000 LFT | 0.69000 1108.83| 1.20000 1928.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0123 808-75245 480.000 LFT | 0.69000 331.20| 1.20000 576.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0124 808-75297 220.000 LFT | 3.98000 875.60| 5.65000 1243.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0125 808-75320 4.000 EACH | 95.00000 380.00| 75.00000 300.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0126 808-97664 1.000 EACH | 90.00000 90.00| 60.00000 60.00| PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | | HANDICAP SYMBOL | | | 0127 808-98875 60.000 LFT | 2.00000 120.00| 1.70000 102.00| TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 6" | | | SECTION TOTALS | $ 809,786.00| $ 818,577.59| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 809,786.00| $ 818,577.59| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -1 VENDOR RANKING CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 06/24/11 LOCATION : ON OAKLAND AVENUE FROM US 6 TO CR 52 PROJECT(S) : 0401406 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING INC $ 1,836,898.04 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,839,540.39 100.1438% 3 38-1625197 SELGE CONSTRUCTION CO INC $ 2,123,603.37 115.6081% 4 35-0997978 PHEND & BROWN INC $ 2,145,252.38 116.7867% 5 35-1120685 WALSH & KELLY INC $ 3,019,739.38 164.3934% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -2 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 22000.00000 22000.00| 18000.00000 18000.00| 29500.00000 29500.00 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 | 42000.00000 42000.00| 217700.00000 217700.00| 84400.00000 84400.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 25000.00000 25000.00| 25200.00000 25200.00| 18500.00000 18500.00 CLEARING RIGHT OF WAY | | | 0009 202-90277 1.000 EACH | 265.00000 265.00| 250.00000 250.00| 265.00000 265.00 DETECTOR HOUSING, REMOVE | | | 0010 203-02000 7472.000 CYS | 10.96000 81893.12| 9.48000 70834.56| 30.95000 231258.40 EXCAVATION, COMMON | | | 0011 203-02070 3700.000 CYS | 12.00000 44400.00| 13.20000 48840.00| 12.00000 44400.00 BORROW | | | 0012 205-02236 3.000 EACH | 106.00000 318.00| 106.00000 318.00| 150.00000 450.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-02237 62.000 EACH | 89.00000 5518.00| 89.00000 5518.00| 115.00000 7130.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 205-06934 4.100 TON | 522.00000 2140.20| 522.00000 2140.20| 455.00000 1865.50 TEMPORARY MULCHING | | | 0015 205-06937 8460.000 LFT | 1.44000 12182.40| 0.94000 7952.40| 1.44000 12182.40 TEMPORARY SILT FENCE | | | 0016 205-09543 100.000 TON | 44.00000 4400.00| 18.00000 1800.00| 38.50000 3850.00 NO 2 STONE | | | 0017 207-08267 937.000 SYS | 12.00000 11244.00| 7.00000 6559.00| 15.45000 14476.65 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 207-08268 11100.000 SYS | 16.00000 177600.00| 10.90000 120990.00| 14.40000 159840.00 SUBGRADE TREATMENT, TYPE IV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -3 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-09264 6029.000 CYS | 12.00000 72348.00| 14.00000 84406.00| 9.30000 56069.70 STRUCTURAL BACKFILL, TYPE 1 | | | 0020 301-07448 230.000 TON | 22.00000 5060.00| 15.40000 3542.00| 36.55000 8406.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 115.000 TON | 45.00000 5175.00| 58.00000 6670.00| 51.15000 5882.25 COMPACTED AGGREGATE, NO. 73 | | | 0022 303-07662 835.000 TON | 42.00000 35070.00| 58.00000 48430.00| 45.35000 37867.25 STONE COBBLESTONE FOR LANDSCAPING | | | 0023 304-07490 75.000 TON | 80.00000 6000.00| 280.00000 21000.00| 80.00000 6000.00 HMA PATCHING, TYPE B UNDISTRIBUTED | | | 0024 306-08038 9039.000 SYS | 3.50000 31636.50| 2.25000 20337.75| 2.45000 22145.55 MILLING, ASPHALT, 4 IN | | | 0025 306-08043 742.000 SYS | 3.50000 2597.00| 7.00000 5194.00| 2.45000 1817.90 MILLING, TRANSITION | | | 0026 402-07433 1435.000 TON | 60.00000 86100.00| 57.00000 81795.00| 60.00000 86100.00 HMA SURFACE, TYPE B | | | 0027 402-07438 2280.000 TON | 54.00000 123120.00| 50.00000 114000.00| 54.00000 123120.00 HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 2880.000 TON | 49.00000 141120.00| 49.00000 141120.00| 49.00000 141120.00 HMA BASE, TYPE B | | | 0029 406-05520 11.000 TON | 550.00000 6050.00| 0.03000 0.33| 550.00000 6050.00 ASPHALT FOR TACK COAT | | | 0030 601-94690 2.000 EACH | 3900.00000 7800.00| 4560.00000 9120.00| 3980.00000 7960.00 GUARDRAIL END TREATMENT, MS | | | 0031 601-95344 274.000 LFT | 216.00000 59184.00| 92.35000 25303.90| 245.00000 67130.00 HANDRAIL, PEDESTRIAN | | | 0032 601-99108 118.750 LFT | 36.00000 4275.00| 53.50000 6353.13| 24.00000 2850.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0033 603-03829 1068.000 LFT | 11.30000 12068.40| 8.00000 8544.00| 13.00000 13884.00 FENCE SPLIT RAIL, RESET | | | 0034 603-06065 55.000 LFT | 40.20000 2211.00| 10.00000 550.00| 38.00000 2090.00 FENCE, CHAIN LINK, RESET | | | 0035 604-07897 18.000 SYS | 100.00000 1800.00| 130.00000 2340.00| 83.00000 1494.00 CURB RAMP, CONCRETE, C | | | 0036 604-07898 9.000 SYS | 100.00000 900.00| 125.00000 1125.00| 83.00000 747.00 CURB RAMP, CONCRETE, D | | | 0037 604-07901 12.000 SYS | 100.00000 1200.00| 125.00000 1500.00| 100.00000 1200.00 CURB RAMP, CONCRETE, G | | | 0038 604-91404 135.000 SYS | 35.00000 4725.00| 40.00000 5400.00| 30.70000 4144.50 SIDEWALK, CONCRETE, 5 IN | | | 0039 605-06120 216.000 LFT | 16.25000 3510.00| 16.00000 3456.00| 13.00000 2808.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -4 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 605-06140 10138.000 LFT | 10.35000 104928.30| 11.50000 116587.00| 15.45000 156632.10 CURB AND GUTTER, CONCRETE | | | 0041 605-06145 143.000 LFT | 21.00000 3003.00| 13.50000 1930.50| 27.40000 3918.20 CURB AND GUTTER, B, CONCRETE | | | 0042 610-07487 78.000 TON | 85.00000 6630.00| 127.00000 9906.00| 85.00000 6630.00 HMA FOR APPROACHES, TYPE B | | | 0043 610-08446 502.000 SYS | 40.00000 20080.00| 40.00000 20080.00| 37.35000 18749.70 PCCP FOR APPROACHES, 6 IN | | | 0044 610-09108 232.000 SYS | 42.00000 9744.00| 50.00000 11600.00| 44.20000 10254.40 PCCP FOR APPROACHES, 9 IN | | | 0045 611-08232 17.000 EACH | 160.00000 2720.00| 50.00000 850.00| 155.00000 2635.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0046 615-06490 10.000 EACH | 160.00000 1600.00| 625.00000 6250.00| 130.00000 1300.00 RIGHT OF WAY MARKER | | | 0047 615-06505 2.000 EACH | 810.00000 1620.00| 625.00000 1250.00| 800.00000 1600.00 MONUMENT, B | | | 0048 615-06527 1.000 EACH | 670.00000 670.00| 625.00000 625.00| 575.00000 575.00 MONUMENT, SECTION CORNER | | | 0049 616-02320 2524.000 SYS | 2.75000 6941.00| 4.50000 11358.00| 1.90000 4795.60 GEOTEXTILES | | | 0050 616-05689 60.000 TON | 90.00000 5400.00| 70.20000 4212.00| 73.50000 4410.00 RIPRAP, CLASS 2 | | | 0051 616-06405 24.000 TON | 70.00000 1680.00| 80.00000 1920.00| 62.00000 1488.00 RIPRAP, REVETMENT | | | 0052 621-01004 1.000 EACH | 475.00000 475.00| 450.00000 450.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 0.200 TON | 1355.00000 271.00| 640.00000 128.00| 1355.00000 271.00 FERTILIZER | | | 0054 621-06553 65.000 LBS | 3.76000 244.40| 4.90000 318.50| 3.78000 245.70 SEED MIXTURE, R | | | 0055 621-06557 109.000 LBS | 6.05000 659.45| 4.00000 436.00| 6.05000 659.45 SEED MIXTURE, T | | | 0056 621-06565 0.800 TON | 474.00000 379.20| 700.00000 560.00| 474.00000 379.20 MULCHING MATERIAL | | | 0057 621-06567 470.000 kGAL | 1.00000 470.00| 5.30000 2491.00| 1.00000 470.00 WATER | | | 0058 621-06575 9297.000 SYS | 2.86000 26589.42| 2.77000 25752.69| 2.86000 26589.42 SODDING, NURSERY | | | 0059 628-09402 12.000 MOS | 1600.00000 19200.00| 1359.00000 16308.00| 1950.00000 23400.00 FIELD OFFICE, B | | | 0060 715-04611 4.000 EACH | 575.00000 2300.00| 455.00000 1820.00| 875.00000 3500.00 SAFETY METAL END SECTION, 4:1, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -5 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-05024 449.000 LFT | 58.00000 26042.00| 38.80000 17421.20| 95.30000 42789.70 PIPE, TYPE 2, CIRCULAR, 36 IN | | | 0062 715-05118 33.000 LFT | 42.00000 1386.00| 21.50000 709.50| 85.75000 2829.75 PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0063 715-05119 5.000 LFT | 70.00000 350.00| 64.00000 320.00| 189.75000 948.75 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0064 715-05149 1534.000 LFT | 29.00000 44486.00| 23.40000 35895.60| 54.15000 83066.10 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0065 715-05151 510.000 LFT | 32.50000 16575.00| 26.00000 13260.00| 57.25000 29197.50 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0066 715-05152 392.000 LFT | 37.25000 14602.00| 28.50000 11172.00| 60.15000 23578.80 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0067 715-05154 1640.000 LFT | 48.00000 78720.00| 32.30000 52972.00| 64.10000 105124.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0068 715-05156 1511.000 LFT | 57.75000 87260.25| 48.15000 72754.65| 71.75000 108414.25 PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0069 715-05203 165.000 LFT | 15.00000 2475.00| 19.00000 3135.00| 16.55000 2730.75 PIPE, TYPE 4, CIRCULAR, 4 IN | | | 0070 715-05335 100.000 LFT | 92.00000 9200.00| 105.00000 10500.00| 113.25000 11325.00 PIPE, TYPE 2, DEFORMED, MIN AREA 5.1 SF | | | 0071 715-08305 71.000 TON | 75.50000 5360.50| 190.00000 13490.00| 75.50000 5360.50 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0072 720-01092 15.000 EACH | 3700.00000 55500.00| 1663.00000 24945.00| 2835.00000 42525.00 MANHOLE, J15, MODIFIED | | | 0073 720-07301 2.000 EACH | 2000.00000 4000.00| 2010.00000 4020.00| 1725.00000 3450.00 INLET, TYPE HA | | | 0074 720-08241 1.000 EACH | 5700.00000 5700.00| 3800.00000 3800.00| 5100.00000 5100.00 MANHOLE, K15, MODIFIED | | | 0075 720-44000 8.000 EACH | 225.00000 1800.00| 510.00000 4080.00| 325.00000 2600.00 CASTING, ADJUST TO GRADE | | | 0076 720-45035 2.000 EACH | 1270.00000 2540.00| 885.00000 1770.00| 1000.00000 2000.00 INLET, F7 | | | 0077 720-45265 2.000 EACH | 1100.00000 2200.00| 653.00000 1306.00| 725.00000 1450.00 PIPE CATCH BASIN, 15 IN | | | 0078 720-94612 1.000 EACH | 4050.00000 4050.00| 2650.00000 2650.00| 3825.00000 3825.00 MANHOLE, K4 , MODIFIED | | | 0079 720-95310 1.000 EACH | 2500.00000 2500.00| 1930.00000 1930.00| 1650.00000 1650.00 INLET, P12A, MODIFIED | | | 0080 720-95409 5.000 EACH | 2900.00000 14500.00| 2110.00000 10550.00| 2150.00000 10750.00 MANHOLE, J4, MODIFIED | | | 0081 720-95422 7.000 EACH | 3000.00000 21000.00| 2360.00000 16520.00| 2150.00000 15050.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -6 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 720-98174 33.000 EACH | 2000.00000 66000.00| 1855.00000 61215.00| 1815.00000 59895.00 INLET, B15 | | | 0083 720-98555 11.000 EACH | 2075.00000 22825.00| 1925.00000 21175.00| 1950.00000 21450.00 INLET, C15 | | | 0084 732-04987 4.000 EACH | 1100.00000 4400.00| 2200.00000 8800.00| 1025.00000 4100.00 CONNECTION TO EXISTING STRUCTURE | | | 0085 732-08419 39.000 SYS | 77.00000 3003.00| 62.55000 2439.45| 121.00000 4719.00 MODULAR BLOCK WALL | | | 0086 732-08421 39.000 SYS | 280.00000 10920.00| 192.02000 7488.78| 136.00000 5304.00 MODULAR BLOCK WALL ERECTION | | | 0087 801-03290 18.000 EACH | 145.00000 2610.00| 145.00000 2610.00| 145.00000 2610.00 CONSTRUCTION SIGN, C | | | 0088 801-04308 5.000 EACH | 250.00000 1250.00| 250.00000 1250.00| 250.00000 1250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06207 11200.000 LFT | 0.82000 9184.00| 1.50000 16800.00| 0.82000 9184.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0090 801-06625 36.000 EACH | 60.00000 2160.00| 60.00000 2160.00| 60.00000 2160.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0091 801-06640 21.000 EACH | 139.00000 2919.00| 139.00000 2919.00| 139.00000 2919.00 CONSTRUCTION SIGN, A | | | 0092 801-06775 LUMP | 30000.00000 30000.00| 35000.00000 35000.00| 5400.00000 5400.00 MAINTAINING TRAFFIC | | | 0093 801-07118 60.000 LFT | 15.00000 900.00| 15.00000 900.00| 15.00000 900.00 BARRICADE, III-A | | | 0094 801-07119 192.000 LFT | 15.00000 2880.00| 15.00000 2880.00| 15.00000 2880.00 BARRICADE, III-B | | | 0095 802-05705 575.000 LFT | 9.00000 5175.00| 10.00000 5750.00| 9.00000 5175.00 SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | | ANCHOR BASE | | | 0096 802-09838 98.000 SFT | 14.30000 1401.40| 11.00000 1078.00| 14.30000 1401.40 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0097 802-09840 28.000 SFT | 16.00000 448.00| 12.00000 336.00| 16.00000 448.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0098 805-01844 30.000 LFT | 40.00000 1200.00| 12.00000 360.00| 40.00000 1200.00 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0099 805-78470 2305.000 LFT | 0.20000 461.00| 0.35000 806.75| 0.20000 461.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0100 805-78510 430.000 LFT | 1.25000 537.50| 0.90000 387.00| 1.25000 537.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -7 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 805-78785 2.000 EACH | 780.00000 1560.00| 575.00000 1150.00| 780.00000 1560.00 SIGNAL DETECTOR HOUSING | | | 0102 805-78795 215.000 LFT | 11.30000 2429.50| 10.00000 2150.00| 11.30000 2429.50 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0103 805-92504 1.000 EACH | 585.00000 585.00| 275.00000 275.00| 585.00000 585.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0104 808-06703 150.000 LFT | 0.35000 52.50| 0.35000 52.50| 0.35000 52.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0105 808-75245 9750.000 LFT | 0.35000 3412.50| 0.35000 3412.50| 0.35000 3412.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0106 808-75278 165.000 LFT | 3.00000 495.00| 3.00000 495.00| 3.00000 495.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0107 808-75297 195.000 LFT | 5.50000 1072.50| 5.50000 1072.50| 5.50000 1072.50 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0108 808-75320 2.000 EACH | 75.00000 150.00| 75.00000 150.00| 75.00000 150.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0109 808-75325 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0110 808-92027 950.000 LFT | 2.00000 1900.00| 2.00000 1900.00| 2.00000 1900.00 LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 1,836,898.04| $ 1,839,540.39| $ 2,123,603.37 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,836,898.04| $ 1,839,540.39| $ 2,123,603.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -8 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1120685 |( ) |PHEND & BROWN INC |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 32000.00000 32000.00| 50000.00000 50000.00| 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 107262.61000 107262.61| 150000.00000 150000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 10000.00000 10000.00| 75000.00000 75000.00| CLEARING RIGHT OF WAY | | | 0009 202-90277 1.000 EACH | 265.00000 265.00| 200.00000 200.00| DETECTOR HOUSING, REMOVE | | | 0010 203-02000 7472.000 CYS | 30.00000 224160.00| 35.00000 261520.00| EXCAVATION, COMMON | | | 0011 203-02070 3700.000 CYS | 5.00000 18500.00| 45.00000 166500.00| BORROW | | | 0012 205-02236 3.000 EACH | 106.00000 318.00| 325.00000 975.00| TEMPORARY EROSION & SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-02237 62.000 EACH | 89.00000 5518.00| 165.00000 10230.00| TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 205-06934 4.100 TON | 522.00000 2140.20| 455.00000 1865.50| TEMPORARY MULCHING | | | 0015 205-06937 8460.000 LFT | 1.73000 14635.80| 1.45000 12267.00| TEMPORARY SILT FENCE | | | 0016 205-09543 100.000 TON | 60.00000 6000.00| 29.00000 2900.00| NO 2 STONE | | | 0017 207-08267 937.000 SYS | 18.00000 16866.00| 22.00000 20614.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0018 207-08268 11100.000 SYS | 15.75000 174825.00| 20.00000 222000.00| SUBGRADE TREATMENT, TYPE IV | | | 0019 211-09264 6029.000 CYS | 10.00000 60290.00| 13.00000 78377.00| STRUCTURAL BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -9 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1120685 |( ) |PHEND & BROWN INC |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 230.000 TON | 50.00000 11500.00| 22.00000 5060.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 115.000 TON | 40.50000 4657.50| 50.00000 5750.00| COMPACTED AGGREGATE, NO. 73 | | | 0022 303-07662 835.000 TON | 23.00000 19205.00| 30.00000 25050.00| STONE COBBLESTONE FOR LANDSCAPING | | | 0023 304-07490 75.000 TON | 192.00000 14400.00| 175.00000 13125.00| HMA PATCHING, TYPE B UNDISTRIBUTED | | | 0024 306-08038 9039.000 SYS | 1.60000 14462.40| 3.50000 31636.50| MILLING, ASPHALT, 4 IN | | | 0025 306-08043 742.000 SYS | 4.00000 2968.00| 3.50000 2597.00| MILLING, TRANSITION | | | 0026 402-07433 1435.000 TON | 60.00000 86100.00| 53.00000 76055.00| HMA SURFACE, TYPE B | | | 0027 402-07438 2280.000 TON | 60.00000 136800.00| 51.00000 116280.00| HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 2880.000 TON | 60.00000 172800.00| 60.00000 172800.00| HMA BASE, TYPE B | | | 0029 406-05520 11.000 TON | 432.00000 4752.00| 0.01000 0.11| ASPHALT FOR TACK COAT | | | 0030 601-94690 2.000 EACH | 4560.00000 9120.00| 3980.00000 7960.00| GUARDRAIL END TREATMENT, MS | | | 0031 601-95344 274.000 LFT | 92.35000 25303.90| 245.00000 67130.00| HANDRAIL, PEDESTRIAN | | | 0032 601-99108 118.750 LFT | 53.50000 6353.13| 24.00000 2850.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0033 603-03829 1068.000 LFT | 8.00000 8544.00| 13.00000 13884.00| FENCE SPLIT RAIL, RESET | | | 0034 603-06065 55.000 LFT | 10.00000 550.00| 38.00000 2090.00| FENCE, CHAIN LINK, RESET | | | 0035 604-07897 18.000 SYS | 89.50000 1611.00| 100.00000 1800.00| CURB RAMP, CONCRETE, C | | | 0036 604-07898 9.000 SYS | 89.50000 805.50| 100.00000 900.00| CURB RAMP, CONCRETE, D | | | 0037 604-07901 12.000 SYS | 118.00000 1416.00| 100.00000 1200.00| CURB RAMP, CONCRETE, G | | | 0038 604-91404 135.000 SYS | 41.00000 5535.00| 40.00000 5400.00| SIDEWALK, CONCRETE, 5 IN | | | 0039 605-06120 216.000 LFT | 12.00000 2592.00| 17.00000 3672.00| CURB, CONCRETE | | | 0040 605-06140 10138.000 LFT | 10.30000 104421.40| 17.00000 172346.00| CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -10 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1120685 |( ) |PHEND & BROWN INC |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06145 143.000 LFT | 19.80000 2831.40| 17.00000 2431.00| CURB AND GUTTER, B, CONCRETE | | | 0042 610-07487 78.000 TON | 170.00000 13260.00| 175.00000 13650.00| HMA FOR APPROACHES, TYPE B | | | 0043 610-08446 502.000 SYS | 36.00000 18072.00| 50.00000 25100.00| PCCP FOR APPROACHES, 6 IN | | | 0044 610-09108 232.000 SYS | 46.00000 10672.00| 65.00000 15080.00| PCCP FOR APPROACHES, 9 IN | | | 0045 611-08232 17.000 EACH | 160.00000 2720.00| 155.00000 2635.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0046 615-06490 10.000 EACH | 160.00000 1600.00| 130.00000 1300.00| RIGHT OF WAY MARKER | | | 0047 615-06505 2.000 EACH | 810.00000 1620.00| 800.00000 1600.00| MONUMENT, B | | | 0048 615-06527 1.000 EACH | 670.00000 670.00| 575.00000 575.00| MONUMENT, SECTION CORNER | | | 0049 616-02320 2524.000 SYS | 1.75000 4417.00| 3.45000 8707.80| GEOTEXTILES | | | 0050 616-05689 60.000 TON | 98.00000 5880.00| 100.00000 6000.00| RIPRAP, CLASS 2 | | | 0051 616-06405 24.000 TON | 60.00000 1440.00| 85.00000 2040.00| RIPRAP, REVETMENT | | | 0052 621-01004 1.000 EACH | 450.00000 450.00| 475.00000 475.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 0.200 TON | 640.00000 128.00| 1355.00000 271.00| FERTILIZER | | | 0054 621-06553 65.000 LBS | 4.90000 318.50| 3.76000 244.40| SEED MIXTURE, R | | | 0055 621-06557 109.000 LBS | 4.00000 436.00| 6.05000 659.45| SEED MIXTURE, T | | | 0056 621-06565 0.800 TON | 700.00000 560.00| 474.00000 379.20| MULCHING MATERIAL | | | 0057 621-06567 470.000 kGAL | 5.30000 2491.00| 1.00000 470.00| WATER | | | 0058 621-06575 9297.000 SYS | 2.77000 25752.69| 2.86000 26589.42| SODDING, NURSERY | | | 0059 628-09402 12.000 MOS | 1958.00000 23496.00| 2500.00000 30000.00| FIELD OFFICE, B | | | 0060 715-04611 4.000 EACH | 553.00000 2212.00| 900.00000 3600.00| SAFETY METAL END SECTION, 4:1, 12 IN | | | 0061 715-05024 449.000 LFT | 94.00000 42206.00| 138.00000 61962.00| PIPE, TYPE 2, CIRCULAR, 36 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -11 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1120685 |( ) |PHEND & BROWN INC |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 715-05118 33.000 LFT | 34.50000 1138.50| 95.00000 3135.00| PIPE, TYPE 1, CIRCULAR, 12 IN | | | 0063 715-05119 5.000 LFT | 42.50000 212.50| 400.00000 2000.00| PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0064 715-05149 1534.000 LFT | 33.00000 50622.00| 110.00000 168740.00| PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0065 715-05151 510.000 LFT | 36.50000 18615.00| 84.00000 42840.00| PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0066 715-05152 392.000 LFT | 51.00000 19992.00| 88.00000 34496.00| PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0067 715-05154 1640.000 LFT | 66.00000 108240.00| 117.00000 191880.00| PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0068 715-05156 1511.000 LFT | 122.00000 184342.00| 122.00000 184342.00| PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0069 715-05203 165.000 LFT | 3.00000 495.00| 28.00000 4620.00| PIPE, TYPE 4, CIRCULAR, 4 IN | | | 0070 715-05335 100.000 LFT | 115.00000 11500.00| 160.00000 16000.00| PIPE, TYPE 2, DEFORMED, MIN AREA 5.1 SF | | | 0071 715-08305 71.000 TON | 37.00000 2627.00| 175.00000 12425.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0072 720-01092 15.000 EACH | 3800.00000 57000.00| 3800.00000 57000.00| MANHOLE, J15, MODIFIED | | | 0073 720-07301 2.000 EACH | 1835.00000 3670.00| 2400.00000 4800.00| INLET, TYPE HA | | | 0074 720-08241 1.000 EACH | 4787.00000 4787.00| 6100.00000 6100.00| MANHOLE, K15, MODIFIED | | | 0075 720-44000 8.000 EACH | 418.00000 3344.00| 300.00000 2400.00| CASTING, ADJUST TO GRADE | | | 0076 720-45035 2.000 EACH | 1125.00000 2250.00| 1500.00000 3000.00| INLET, F7 | | | 0077 720-45265 2.000 EACH | 404.00000 808.00| 1350.00000 2700.00| PIPE CATCH BASIN, 15 IN | | | 0078 720-94612 1.000 EACH | 4340.00000 4340.00| 4500.00000 4500.00| MANHOLE, K4 , MODIFIED | | | 0079 720-95310 1.000 EACH | 1670.00000 1670.00| 2700.00000 2700.00| INLET, P12A, MODIFIED | | | 0080 720-95409 5.000 EACH | 3140.00000 15700.00| 3100.00000 15500.00| MANHOLE, J4, MODIFIED | | | 0081 720-95422 7.000 EACH | 3773.00000 26411.00| 3300.00000 23100.00| MANHOLE, J4 | | | 0082 720-98174 33.000 EACH | 2163.00000 71379.00| 2340.00000 77220.00| INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -12 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1120685 |( ) |PHEND & BROWN INC |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 720-98555 11.000 EACH | 2216.00000 24376.00| 2350.00000 25850.00| INLET, C15 | | | 0084 732-04987 4.000 EACH | 727.00000 2908.00| 2900.00000 11600.00| CONNECTION TO EXISTING STRUCTURE | | | 0085 732-08419 39.000 SYS | 62.55000 2439.45| 121.00000 4719.00| MODULAR BLOCK WALL | | | 0086 732-08421 39.000 SYS | 192.00000 7488.00| 136.00000 5304.00| MODULAR BLOCK WALL ERECTION | | | 0087 801-03290 18.000 EACH | 145.00000 2610.00| 145.00000 2610.00| CONSTRUCTION SIGN, C | | | 0088 801-04308 5.000 EACH | 250.00000 1250.00| 250.00000 1250.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06207 11200.000 LFT | 0.82000 9184.00| 0.82000 9184.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0090 801-06625 36.000 EACH | 60.00000 2160.00| 60.00000 2160.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0091 801-06640 21.000 EACH | 139.00000 2919.00| 139.00000 2919.00| CONSTRUCTION SIGN, A | | | 0092 801-06775 LUMP | 8000.00000 8000.00| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0093 801-07118 60.000 LFT | 15.00000 900.00| 15.00000 900.00| BARRICADE, III-A | | | 0094 801-07119 192.000 LFT | 15.00000 2880.00| 15.00000 2880.00| BARRICADE, III-B | | | 0095 802-05705 575.000 LFT | 9.00000 5175.00| 7.00000 4025.00| SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | | ANCHOR BASE | | | 0096 802-09838 98.000 SFT | 14.30000 1401.40| 21.00000 2058.00| SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0097 802-09840 28.000 SFT | 16.00000 448.00| 22.00000 616.00| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0098 805-01844 30.000 LFT | 40.00000 1200.00| 12.00000 360.00| CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0099 805-78470 2305.000 LFT | 0.20000 461.00| 17.00000 39185.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0100 805-78510 430.000 LFT | 1.25000 537.50| 1.50000 645.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0101 805-78785 2.000 EACH | 780.00000 1560.00| 500.00000 1000.00| SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 300 -13 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1120685 |( ) |PHEND & BROWN INC |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 805-78795 215.000 LFT | 11.30000 2429.50| 8.50000 1827.50| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0103 805-92504 1.000 EACH | 585.00000 585.00| 58.00000 58.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0104 808-06703 150.000 LFT | 0.35000 52.50| 0.35000 52.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0105 808-75245 9750.000 LFT | 0.35000 3412.50| 0.35000 3412.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0106 808-75278 165.000 LFT | 3.00000 495.00| 3.00000 495.00| TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12" | | | 0107 808-75297 195.000 LFT | 5.50000 1072.50| 5.50000 1072.50| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0108 808-75320 2.000 EACH | 75.00000 150.00| 75.00000 150.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0109 808-75325 2.000 EACH | 100.00000 200.00| 100.00000 200.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0110 808-92027 950.000 LFT | 2.00000 1900.00| 2.00000 1900.00| LINE, THERMO, SOLID, YELLOW, 8 IN | | | SECTION TOTALS | $ 2,145,252.38| $ 3,019,739.38| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,145,252.38| $ 3,019,739.38| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : BIKE AND PEDESTRIAN FACILITIES, ENHANCEMENT COMPLETION DATE : 06/30/11 LOCATION : ON THE WABASH HERITAGE TRAIL EXTENSION FROM TROLLEY LINE PROJECT(S) : 0710997 TRAIL TO EX WABASH H. TRAIL ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 JACK ISOM CONSTRUCTION CO $ 1,330,380.05 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 1,473,865.91 110.7853% 3 35-1636776 LINKEL COMPANY $ 1,636,131.45 122.9823% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,784,016.00 134.0982% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -2 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776 |JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN FACILITIES, ENHANCEMENT | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 20000.00000 20000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 80.00000 80.00| 100.00000 100.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 17.000 MOS | 125.00000 2125.00| 125.00000 2125.00| 150.00000 2550.00 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 | 63000.00000 63000.00| 71000.00000 71000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 40000.00000 40000.00| 163620.00000 163620.00| 100000.00000 100000.00 CLEARING AND GRUBBING | | | 0012 203-02000 4543.000 CYS | 14.00000 63602.00| 40.00000 181720.00| 25.00000 113575.00 EXCAVATION, COMMON | | | 0014 205-02770 434.000 SYS | 4.00000 1736.00| 1.70000 737.80| 2.00000 868.00 EROSION CONTROL BLANKET | | | 0015 205-06932 36.000 LFT | 13.75000 495.00| 15.00000 540.00| 15.00000 540.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06933 3.000 EACH | 125.00000 375.00| 107.00000 321.00| 200.00000 600.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1732.500 LFT | 1.50000 2598.75| 1.10000 1905.75| 2.00000 3465.00 TEMPORARY SILT FENCE | | | 0018 211-02050 500.000 CYS | 16.00000 8000.00| 40.10000 20050.00| 75.00000 37500.00 B BORROW | | | 0019 211-09264 175.500 CYS | 30.00000 5265.00| 31.00000 5440.50| 50.00000 8775.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0021 304-07491 71.100 TON | 126.50000 8994.15| 220.00000 15642.00| 200.00000 14220.00 HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -3 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776 |JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 402-07432 654.300 TON | 123.30000 80675.19| 93.00000 60849.90| 200.00000 130860.00 HMA SURFACE, TYPE A | | | 0023 402-07433 15.700 TON | 123.30000 1935.81| 105.00000 1648.50| 200.00000 3140.00 HMA SURFACE, TYPE B | | | 0024 402-07435 1219.900 TON | 85.15000 103874.49| 70.00000 85393.00| 100.00000 121990.00 HMA INTERMEDIATE, TYPE A | | | 0025 402-07438 36.700 TON | 85.15000 3125.01| 70.00000 2569.00| 100.00000 3670.00 HMA INTERMEDIATE, TYPE B | | | 0026 406-05521 7929.500 SYS | 0.11000 872.25| 0.15000 1189.43| 0.50000 3964.75 ASPHALT FOR TACK COAT | | | 0027 601-02924 67.800 LFT | 180.00000 12204.00| 210.00000 14238.00| 250.00000 16950.00 HANDRAIL, STEEL PIPE, GALVANIZED | | | 0028 604-07900 51.600 SYS | 140.00000 7224.00| 90.00000 4644.00| 280.00000 14448.00 CURB RAMP, CONCRETE, F | | | 0029 604-07901 19.200 SYS | 100.00000 1920.00| 148.00000 2841.60| 200.00000 3840.00 CURB RAMP, CONCRETE, G | | | 0030 604-07902 28.700 SYS | 100.00000 2870.00| 95.50000 2740.85| 200.00000 5740.00 CURB RAMP, CONCRETE, H | | | 0031 604-44251 7.400 CYS | 1000.00000 7400.00| 2350.00000 17390.00| 680.00000 5032.00 STEPS, CONCRETE | | | 0032 604-91531 273.400 SYS | 39.00000 10662.60| 39.00000 10662.60| 50.00000 13670.00 SIDEWALK, CONCRETE, 4 IN | | | 0033 604-95344 699.000 LFT | 70.00000 48930.00| 32.80000 22927.20| 40.00000 27960.00 HANDRAIL, PEDESTRIAN , WOOD | | | 0034 605-06120 23.000 LFT | 45.00000 1035.00| 38.00000 874.00| 30.00000 690.00 CURB, CONCRETE | | | 0035 605-06150 2516.600 LFT | 17.00000 42782.20| 12.25000 30828.35| 18.00000 45298.80 CURB AND GUTTER, C, CONCRETE | | | 0036 605-06255 30.000 SYS | 120.00000 3600.00| 129.50000 3885.00| 110.00000 3300.00 CENTER CURB, D, CONCRETE | | | 0037 610-08446 65.300 SYS | 38.00000 2481.40| 46.75000 3052.78| 50.00000 3265.00 PCCP FOR APPROACHES, 6 IN | | | 0038 610-09108 111.600 SYS | 55.00000 6138.00| 40.25000 4491.90| 54.00000 6026.40 PCCP FOR APPROACHES, 9 IN | | | 0039 616-02320 122.400 SYS | 4.00000 489.60| 2.30000 281.52| 2.00000 244.80 GEOTEXTILES | | | 0040 616-06405 60.800 TON | 30.00000 1824.00| 42.00000 2553.60| 50.00000 3040.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 450.00000 900.00| 360.00000 720.00| 3000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01956 311.600 LBS | 6.00000 1869.60| 2.89000 900.52| 5.00000 1558.00 SEED MIXTURE, LEGUME, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -4 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776 |JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 621-06545 0.800 TON | 1200.00000 960.00| 805.00000 644.00| 1200.00000 960.00 FERTILIZER | | | 0044 621-06553 279.000 LBS | 4.00000 1116.00| 3.26000 909.54| 5.00000 1395.00 SEED MIXTURE, R | | | 0045 621-06557 132.000 LBS | 5.00000 660.00| 2.60000 343.20| 3.00000 396.00 SEED MIXTURE, T | | | 0046 621-06565 6.600 TON | 450.00000 2970.00| 505.00000 3333.00| 700.00000 4620.00 MULCHING MATERIAL | | | 0047 621-06567 1.000 kGAL | 1.00000 1.00| 1105.00000 1105.00| 1500.00000 1500.00 WATER | | | 0048 621-06575 140.000 SYS | 7.25000 1015.00| 4.20000 588.00| 10.00000 1400.00 SODDING, NURSERY | | | 0049 628-09402 17.000 MOS | 2200.00000 37400.00| 2450.00000 41650.00| 1500.00000 25500.00 FIELD OFFICE, B | | | 0050 702-51005 1.900 CYS | 1000.00000 1900.00| 1050.00000 1995.00| 500.00000 950.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-52376 19.800 CYS | 700.00000 13860.00| 230.00000 4554.00| 250.00000 4950.00 CONCRETE, C, STRUCTURES | | | 0052 702-90915 55.300 CYS | 700.00000 38710.00| 100.00000 5530.00| 245.00000 13548.50 CONCRETE, CLASS A | | | 0053 703-06028 783.000 LBS | 1.50000 1174.50| 1.15000 900.45| 5.00000 3915.00 REINFORCING BARS | | | 0054 711-02554 LUMP | 12000.00000 12000.00| 45000.00000 45000.00| 75000.00000 75000.00 PEDESTRIAN BRIDGE , RENOVATION | | | 0055 714-06688 25.000 LFT | 400.00000 10000.00| 730.00000 18250.00| 500.00000 12500.00 STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | | X 2FT | | | 0056 715-01472 4.000 EACH | 750.00000 3000.00| 475.00000 1900.00| 800.00000 3200.00 PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN | | | 0057 715-01765 1.000 EACH | 540.00000 540.00| 400.00000 400.00| 700.00000 700.00 PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN | | | 0058 715-05149 202.000 LFT | 18.00000 3636.00| 50.00000 10100.00| 40.00000 8080.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0059 715-05151 63.000 LFT | 25.00000 1575.00| 59.00000 3717.00| 42.00000 2646.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0060 715-05152 108.000 LFT | 36.00000 3888.00| 35.00000 3780.00| 44.00000 4752.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0061 715-05154 68.000 LFT | 68.00000 4624.00| 51.00000 3468.00| 55.00000 3740.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0062 715-05156 8.000 LFT | 102.00000 816.00| 235.00000 1880.00| 85.00000 680.00 PIPE, TYPE 2, CIRCULAR, 30 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -5 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776 |JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 715-96389 2.000 EACH | 800.00000 1600.00| 540.00000 1080.00| 1000.00000 2000.00 PIPE END SECTION, PRECAST CONCRETE, 24 | | | IN | | | 0064 720-03194 1.000 EACH | 2000.00000 2000.00| 2900.00000 2900.00| 2000.00000 2000.00 MANHOLE , E3 | | | 0065 720-03194 1.000 EACH | 2000.00000 2000.00| 5850.00000 5850.00| 5000.00000 5000.00 MANHOLE , RECONSTRUCT | | | 0066 720-44000 4.000 EACH | 250.00000 1000.00| 360.00000 1440.00| 1000.00000 4000.00 CASTING, ADJUST TO GRADE | | | 0067 720-45251 4.000 EACH | 1200.00000 4800.00| 2500.00000 10000.00| 800.00000 3200.00 CATCH BASIN, K10, MODIFIED | | | 0068 720-45275 2.000 EACH | 2500.00000 5000.00| 1000.00000 2000.00| 1000.00000 2000.00 PIPE CATCH BASIN, 24 IN | | | 0069 720-45410 2.000 EACH | 1300.00000 2600.00| 2650.00000 5300.00| 2500.00000 5000.00 MANHOLE, C4 | | | 0070 720-98174 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 800.00000 800.00 INLET, B15 | | | 0071 732-08419 990.100 SYS | 252.00000 249505.20| 150.00000 148515.00| 160.00000 158416.00 MODULAR BLOCK WALL , LARGE UNIT | | | 0072 732-08421 990.100 SYS | 202.00000 200000.20| 190.00000 188119.00| 180.00000 178218.00 MODULAR BLOCK WALL ERECTION | | | 0073 801-03290 4.000 EACH | 180.00000 720.00| 147.00000 588.00| 300.00000 1200.00 CONSTRUCTION SIGN, C | | | 0074 801-06208 7300.000 LFT | 1.50000 10950.00| 1.26000 9198.00| 2.00000 14600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN | | | 0075 801-06640 10.000 EACH | 250.00000 2500.00| 196.00000 1960.00| 250.00000 2500.00 CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP | 40000.00000 40000.00| 70000.00000 70000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0077 802-05701 288.000 LFT | 14.00000 4032.00| 9.70000 2793.60| 28.00000 8064.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0078 802-09838 21.800 SFT | 45.00000 981.00| 33.40000 728.12| 40.00000 872.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0079 802-91122 15.000 EACH | 125.00000 1875.00| 39.15000 587.25| 380.00000 5700.00 SIGN, GROUND MOUNTED, RESET | | | 0080 805-01842 1.000 EACH | 1000.00000 1000.00| 1222.00000 1222.00| 2500.00000 2500.00 HANDHOLE, SIGNAL | | | 0081 805-01843 1.000 EACH | 675.00000 675.00| 316.00000 316.00| 1000.00000 1000.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -6 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776 |JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 805-01844 110.000 LFT | 19.00000 2090.00| 19.45000 2139.50| 40.00000 4400.00 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0083 805-02152 2.000 EACH | 750.00000 1500.00| 636.00000 1272.00| 1200.00000 2400.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0084 805-78480 554.000 LFT | 2.25000 1246.50| 2.45000 1357.30| 2.80000 1551.20 SIGNAL CABLE, 3C 14GA | | | 0085 805-78900 1.000 EACH | 1300.00000 1300.00| 975.00000 975.00| 1500.00000 1500.00 PEDESTAL FOUNDATION, A | | | 0086 805-90005 1.000 EACH | 650.00000 650.00| 500.10000 500.10| 1000.00000 1000.00 SIGNAL PEDESTAL, 10 FT | | | 0087 805-96121 2.000 EACH | 150.00000 300.00| 239.00000 478.00| 500.00000 1000.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0088 808-06713 1310.000 LFT | 1.45000 1899.50| 1.26000 1650.60| 2.00000 2620.00 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0089 808-06716 5475.000 LFT | 0.65000 3558.75| 0.46000 2518.50| 1.00000 5475.00 LINE, REMOVE | | | 0090 808-06723 2.000 EACH | 80.00000 160.00| 55.05000 110.10| 100.00000 200.00 PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | 0091 808-09314 115.000 LFT | 5.50000 632.50| 5.01000 576.15| 10.00000 1150.00 LINE, PAINT, SOLID, BLUE, 4 IN | | | 0092 808-75035 72.000 LFT | 8.00000 576.00| 7.55000 543.60| 12.00000 864.00 LINE, PAINT, SOLID, WHITE, 24 IN | | | 0093 808-75060 365.000 LFT | 4.25000 1551.25| 3.80000 1387.00| 6.00000 2190.00 TRANSVERSE MARKING, PAINT, SOLID, | | | CROSSHATCH LINE, WHITE, 12" | | | 0094 808-97222 2.000 EACH | 180.00000 360.00| 155.00000 310.00| 250.00000 500.00 PAVEMENT MESSAGE MARKING, PAINT, | | | HANDICAP SYMBOL | | | 0095 303-01180 4021.200 TON | 18.00000 72381.60| 24.25000 97514.10| 35.00000 140742.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | LIMESTONE | | | SECTION TOTALS | $ 1,330,380.05| $ 1,473,865.91| $ 1,636,131.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,330,380.05| $ 1,473,865.91| $ 1,636,131.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -7 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN FACILITIES, ENHANCEMENT | | | 0001 105-06845 LUMP | 31250.00000 31250.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 17.000 MOS | 100.00000 1700.00| | 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 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 89200.80000 89200.80| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 176700.59000 176700.59| | CLEARING AND GRUBBING | | | 0012 203-02000 4543.000 CYS | 48.00000 218064.00| | EXCAVATION, COMMON | | | 0014 205-02770 434.000 SYS | 2.00000 868.00| | EROSION CONTROL BLANKET | | | 0015 205-06932 36.000 LFT | 15.00000 540.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06933 3.000 EACH | 90.00000 270.00| | TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 1732.500 LFT | 1.25000 2165.63| | TEMPORARY SILT FENCE | | | 0018 211-02050 500.000 CYS | 100.00000 50000.00| | B BORROW | | | 0019 211-09264 175.500 CYS | 21.00000 3685.50| | STRUCTURAL BACKFILL, TYPE 1 | | | 0021 304-07491 71.100 TON | 300.00000 21330.00| | HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -8 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 402-07432 654.300 TON | 82.18000 53770.37| | HMA SURFACE, TYPE A | | | 0023 402-07433 15.700 TON | 108.98000 1710.99| | HMA SURFACE, TYPE B | | | 0024 402-07435 1219.900 TON | 74.22000 90540.98| | HMA INTERMEDIATE, TYPE A | | | 0025 402-07438 36.700 TON | 74.23000 2724.24| | HMA INTERMEDIATE, TYPE B | | | 0026 406-05521 7929.500 SYS | 0.14000 1110.13| | ASPHALT FOR TACK COAT | | | 0027 601-02924 67.800 LFT | 210.00000 14238.00| | HANDRAIL, STEEL PIPE, GALVANIZED | | | 0028 604-07900 51.600 SYS | 160.00000 8256.00| | CURB RAMP, CONCRETE, F | | | 0029 604-07901 19.200 SYS | 160.00000 3072.00| | CURB RAMP, CONCRETE, G | | | 0030 604-07902 28.700 SYS | 160.00000 4592.00| | CURB RAMP, CONCRETE, H | | | 0031 604-44251 7.400 CYS | 1500.00000 11100.00| | STEPS, CONCRETE | | | 0032 604-91531 273.400 SYS | 47.06000 12866.20| | SIDEWALK, CONCRETE, 4 IN | | | 0033 604-95344 699.000 LFT | 32.80000 22927.20| | HANDRAIL, PEDESTRIAN , WOOD | | | 0034 605-06120 23.000 LFT | 91.45000 2103.35| | CURB, CONCRETE | | | 0035 605-06150 2516.600 LFT | 15.69000 39485.45| | CURB AND GUTTER, C, CONCRETE | | | 0036 605-06255 30.000 SYS | 220.00000 6600.00| | CENTER CURB, D, CONCRETE | | | 0037 610-08446 65.300 SYS | 76.00000 4962.80| | PCCP FOR APPROACHES, 6 IN | | | 0038 610-09108 111.600 SYS | 110.00000 12276.00| | PCCP FOR APPROACHES, 9 IN | | | 0039 616-02320 122.400 SYS | 8.12000 993.89| | GEOTEXTILES | | | 0040 616-06405 60.800 TON | 160.00000 9728.00| | RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01956 311.600 LBS | 4.20000 1308.72| | SEED MIXTURE, LEGUME, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -9 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 621-06545 0.800 TON | 1450.00000 1160.00| | FERTILIZER | | | 0044 621-06553 279.000 LBS | 4.00000 1116.00| | SEED MIXTURE, R | | | 0045 621-06557 132.000 LBS | 3.34000 440.88| | SEED MIXTURE, T | | | 0046 621-06565 6.600 TON | 350.00000 2310.00| | MULCHING MATERIAL | | | 0047 621-06567 1.000 kGAL | 1.00000 1.00| | WATER | | | 0048 621-06575 140.000 SYS | 10.00000 1400.00| | SODDING, NURSERY | | | 0049 628-09402 17.000 MOS | 2500.00000 42500.00| | FIELD OFFICE, B | | | 0050 702-51005 1.900 CYS | 1500.00000 2850.00| | CONCRETE, A, SUBSTRUCTURE | | | 0051 702-52376 19.800 CYS | 600.00000 11880.00| | CONCRETE, C, STRUCTURES | | | 0052 702-90915 55.300 CYS | 400.00000 22120.00| | CONCRETE, CLASS A | | | 0053 703-06028 783.000 LBS | 12.00000 9396.00| | REINFORCING BARS | | | 0054 711-02554 LUMP | 33000.00000 33000.00| | PEDESTRIAN BRIDGE , RENOVATION | | | 0055 714-06688 25.000 LFT | 600.00000 15000.00| | STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | | X 2FT | | | 0056 715-01472 4.000 EACH | 620.00000 2480.00| | PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN | | | 0057 715-01765 1.000 EACH | 550.00000 550.00| | PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN | | | 0058 715-05149 202.000 LFT | 46.00000 9292.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0059 715-05151 63.000 LFT | 68.00000 4284.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0060 715-05152 108.000 LFT | 37.00000 3996.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0061 715-05154 68.000 LFT | 40.00000 2720.00| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0062 715-05156 8.000 LFT | 112.00000 896.00| | PIPE, TYPE 2, CIRCULAR, 30 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -10 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 715-96389 2.000 EACH | 800.00000 1600.00| | PIPE END SECTION, PRECAST CONCRETE, 24 | | | IN | | | 0064 720-03194 1.000 EACH | 5400.00000 5400.00| | MANHOLE , E3 | | | 0065 720-03194 1.000 EACH | 4500.00000 4500.00| | MANHOLE , RECONSTRUCT | | | 0066 720-44000 4.000 EACH | 520.00000 2080.00| | CASTING, ADJUST TO GRADE | | | 0067 720-45251 4.000 EACH | 3500.00000 14000.00| | CATCH BASIN, K10, MODIFIED | | | 0068 720-45275 2.000 EACH | 980.00000 1960.00| | PIPE CATCH BASIN, 24 IN | | | 0069 720-45410 2.000 EACH | 3200.00000 6400.00| | MANHOLE, C4 | | | 0070 720-98174 1.000 EACH | 3500.00000 3500.00| | INLET, B15 | | | 0071 732-08419 990.100 SYS | 340.00000 336634.00| | MODULAR BLOCK WALL , LARGE UNIT | | | 0072 732-08421 990.100 SYS | 180.00000 178218.00| | MODULAR BLOCK WALL ERECTION | | | 0073 801-03290 4.000 EACH | 200.00000 800.00| | CONSTRUCTION SIGN, C | | | 0074 801-06208 7300.000 LFT | 1.15000 8395.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN | | | 0075 801-06640 10.000 EACH | 165.00000 1650.00| | CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP | 7431.43000 7431.43| | MAINTAINING TRAFFIC | | | 0077 802-05701 288.000 LFT | 13.00000 3744.00| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0078 802-09838 21.800 SFT | 35.00000 763.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0079 802-91122 15.000 EACH | 50.00000 750.00| | SIGN, GROUND MOUNTED, RESET | | | 0080 805-01842 1.000 EACH | 900.00000 900.00| | HANDHOLE, SIGNAL | | | 0081 805-01843 1.000 EACH | 595.00000 595.00| | SIGNAL HANDHOLE ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 310 -11 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 805-01844 110.000 LFT | 17.00000 1870.00| | CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0083 805-02152 2.000 EACH | 625.00000 1250.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0084 805-78480 554.000 LFT | 2.00000 1108.00| | SIGNAL CABLE, 3C 14GA | | | 0085 805-78900 1.000 EACH | 350.00000 350.00| | PEDESTAL FOUNDATION, A | | | 0086 805-90005 1.000 EACH | 525.00000 525.00| | SIGNAL PEDESTAL, 10 FT | | | 0087 805-96121 2.000 EACH | 125.00000 250.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0088 808-06713 1310.000 LFT | 1.25000 1637.50| | LINE, PAINT, SOLID, WHITE, 4 IN | | | 0089 808-06716 5475.000 LFT | 0.55000 3011.25| | LINE, REMOVE | | | 0090 808-06723 2.000 EACH | 35.00000 70.00| | PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | 0091 808-09314 115.000 LFT | 2.33000 267.95| | LINE, PAINT, SOLID, BLUE, 4 IN | | | 0092 808-75035 72.000 LFT | 2.55000 183.60| | LINE, PAINT, SOLID, WHITE, 24 IN | | | 0093 808-75060 365.000 LFT | 1.99000 726.35| | TRANSVERSE MARKING, PAINT, SOLID, | | | CROSSHATCH LINE, WHITE, 12" | | | 0094 808-97222 2.000 EACH | 75.00000 150.00| | PAVEMENT MESSAGE MARKING, PAINT, | | | HANDICAP SYMBOL | | | 0095 303-01180 4021.200 TON | 31.00000 124657.20| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | LIMESTONE | | | SECTION TOTALS | $ 1,784,016.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,784,016.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 320 -1 VENDOR RANKING CALL ORDER : 320 CONTRACT ID : R -31664-A COUNTIES : JASPER LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/10 LOCATION : ON I-65 FROM 2.9 MILES NORTH OF SR 14 TO 0.056 MILE SOUTH PROJECT(S) : 0710118 OF SR 10 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,375,734.15 100.0000% 2 35-1120685 WALSH & KELLY INC $ 2,424,220.15 102.0409% 3 35-1139301 E & B PAVING INC $ 2,725,666.75 114.7295% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 320 -2 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -31664-A COUNTIES : JASPER LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |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 | 2785.00000 2785.00| 15000.00000 15000.00| 15500.00000 15500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 90.00000 180.00| 110.00000 220.00| 60.00000 120.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 60.00000 480.00| 100.00000 800.00| 60.00000 480.00 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 | 118750.00000 118750.00| 117000.00000 117000.00| 137000.00000 137000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-04435 40.000 EACH | 15.00000 600.00| 50.00000 2000.00| 10.00000 400.00 DELINEATOR POST, REMOVE | | | 0013 303-07449 3060.000 TON | 10.00000 30600.00| 22.00000 67320.00| 21.00000 64260.00 COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07783 2400.000 TON | 165.00000 396000.00| 130.00000 312000.00| 76.00000 182400.00 HMA PATCHING, TYPE D | | | 0015 306-08036 212000.000 SYS | 0.72000 152640.00| 1.00000 212000.00| 1.00000 212000.00 MILLING, ASPHALT, 2 IN | | | 0016 306-08432 712.000 SYS | 4.40000 3132.80| 2.50000 1780.00| 10.00000 7120.00 MILLING, APPROACH | | | 0017 401-07349 23320.000 TON | 62.50000 1457500.00| 60.50000 1410860.00| 75.00000 1749000.00 QC/QA-HMA, 5, 70, SURFACE, 12.5 mm | | | 0018 406-05520 56.000 TON | 370.00000 20720.00| 600.00000 33600.00| 150.00000 8400.00 ASPHALT FOR TACK COAT | | | 0019 610-07788 160.000 TON | 92.00000 14720.00| 120.00000 19200.00| 50.00000 8000.00 HMA FOR APPROACHES, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 320 -3 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -31664-A COUNTIES : JASPER LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 619-91969 46.000 EACH | 75.00000 3450.00| 75.00000 3450.00| 75.00000 3450.00 CLEAN UNDERDRAIN OUTLET | | | 0021 628-09402 4.000 MOS | 2625.00000 10500.00| 3000.00000 12000.00| 2050.00000 8200.00 FIELD OFFICE, B | | | 0022 628-09407 8.000 MOS | 225.00000 1800.00| 300.00000 2400.00| 320.00000 2560.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0023 715-01354 19679.000 LFT | 1.65000 32470.35| 1.65000 32470.35| 1.25000 24598.75 CLEAN EXISTING PIPE UNDERDRAINS | | | 0024 801-01093 12.000 EACH | 470.00000 5640.00| 470.00000 5640.00| 470.00000 5640.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0025 801-03290 4.000 EACH | 106.00000 424.00| 106.00000 424.00| 106.00000 424.00 CONSTRUCTION SIGN, C | | | 0026 801-06203 6260.000 LFT | 0.24000 1502.40| 0.35000 2191.00| 0.01000 62.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06209 6260.000 LFT | 3.42000 21409.20| 1.50000 9390.00| 1.31000 8200.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN | | | 0028 801-06640 40.000 EACH | 92.00000 3680.00| 92.00000 3680.00| 92.00000 3680.00 CONSTRUCTION SIGN, A | | | 0029 801-06710 200.000 DAY | 9.00000 1800.00| 9.00000 1800.00| 9.00000 1800.00 FLASHING ARROW SIGN | | | 0030 801-06775 LUMP | 25000.00000 25000.00| 85000.00000 85000.00| 208400.00000 208400.00 MAINTAINING TRAFFIC | | | 0031 801-09133 6.000 EACH | 2810.00000 16860.00| 2810.00000 16860.00| 2810.00000 16860.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0032 804-06771 40.000 EACH | 21.85000 874.00| 50.00000 2000.00| 21.85000 874.00 DELINEATOR POST, FLEXIBLE GREY | | | 0033 808-74804 60760.000 LFT | 0.28000 17012.80| 0.28000 17012.80| 0.28000 17012.80 LINE, EPOXY, SOLID, WHITE, 6 IN | | | 0034 808-74811 15190.000 LFT | 0.30000 4557.00| 0.30000 4557.00| 0.30000 4557.00 LINE, EPOXY, BROKEN, WHITE, 5 IN | | | 0035 808-75996 760.000 EACH | 4.95000 3762.00| 4.95000 3762.00| 6.22000 4727.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 760.000 EACH | 12.98000 9864.80| 16.82000 12783.20| 17.00000 12920.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 808-96074 60760.000 LFT | 0.28000 17012.80| 0.28000 17012.80| 0.28000 17012.80 LINE, EPOXY, SOLID, YELLOW, 6 IN | | | SECTION TOTALS | $ 2,375,734.15| $ 2,424,220.15| $ 2,725,666.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,375,734.15| $ 2,424,220.15| $ 2,725,666.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -1 VENDOR RANKING CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 05/31/11 LOCATION : ON CR 250N FROM 1230 FEET WEST OF CR 925W TO 300 FEET WEST PROJECT(S) : 0810102 OF SR 5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING INC $ 2,988,962.58 100.0000% 2 35-1120685 WALSH & KELLY INC $ 3,018,766.16 100.9971% 3 35-0997978 PHEND & BROWN INC $ 3,269,852.64 109.3976% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,288,901.37 110.0349% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -2 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 120.00000 240.00| 50.00000 100.00| 300.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 36.000 MOS | 75.00000 2700.00| 50.00000 1800.00| 50.00000 1800.00 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 | 120000.00000 120000.00| 147500.00000 147500.00| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 20000.00000 20000.00| 53000.00000 53000.00| 105000.00000 105000.00 CLEARING RIGHT OF WAY | | | 0013 202-01000 LUMP | 25000.00000 25000.00| 5000.00000 5000.00| 40000.00000 40000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0014 203-02000 22366.000 CYS | 11.50000 257209.00| 12.50000 279575.00| 12.30000 275101.80 EXCAVATION, COMMON | | | 0015 205-03371 50.000 CYS | 10.00000 500.00| 5.00000 250.00| 20.00000 1000.00 SEDIMENT, REMOVE | | | 0016 205-06931 58.000 TON | 50.00000 2900.00| 40.00000 2320.00| 60.00000 3480.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06933 2.000 EACH | 125.00000 250.00| 100.00000 200.00| 125.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06936 159.000 TON | 20.00000 3180.00| 40.00000 6360.00| 55.00000 8745.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1509.000 LFT | 1.74000 2625.66| 1.74000 2625.66| 1.74000 2625.66 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -3 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08263 37328.000 SYS | 4.50000 167976.00| 5.00000 186640.00| 4.46000 166482.88 SUBGRADE TREATMENT, TYPE IA | | | 0021 207-08267 2858.000 SYS | 8.25000 23578.50| 15.00000 42870.00| 10.60000 30294.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 15543.000 CYS | 12.50000 194287.50| 18.50000 287545.50| 0.01000 155.43 STRUCTURAL BACKFILL, TYPE 1 | | | 0023 211-09266 221.000 CYS | 48.60000 10740.60| 45.00000 9945.00| 12.20000 2696.20 STRUCTURAL BACKFILL, TYPE 3 | | | 0024 301-07448 2434.000 TON | 16.50000 40161.00| 16.00000 38944.00| 13.60000 33102.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-07449 51.000 TON | 26.00000 1326.00| 25.00000 1275.00| 13.60000 693.60 COMPACTED AGGREGATE, NO. 73 | | | 0026 303-08210 200.000 TON | 26.00000 5200.00| 25.00000 5000.00| 23.00000 4600.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS (UNDISTRIBUTED) | | | 0027 401-06264 LUMP | 10000.00000 10000.00| 3000.00000 3000.00| 8000.00000 8000.00 PROFILOGRAPH, HMA | | | 0028 401-07320 310.000 TON | 90.00000 27900.00| 65.00000 20150.00| 69.00000 21390.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | (STEEL FURNACE SLAG) | | | 0029 401-07321 2282.000 TON | 57.00000 130074.00| 55.00000 125510.00| 59.00000 134638.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0030 401-07390 3824.000 TON | 50.00000 191200.00| 40.00000 152960.00| 49.00000 187376.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0031 401-07406 931.000 TON | 50.00000 46550.00| 45.00000 41895.00| 51.00000 47481.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0032 401-07423 10102.000 TON | 50.00000 505100.00| 40.00000 404080.00| 51.00000 515202.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0033 401-07429 4139.000 TON | 50.00000 206950.00| 35.00000 144865.00| 54.00000 223506.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0034 406-05520 30.000 TON | 500.00000 15000.00| 0.01000 0.30| 0.01000 0.30 ASPHALT FOR TACK COAT | | | 0035 601-01848 1.000 EACH | 1700.00000 1700.00| 1865.00000 1865.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0036 601-94689 1.000 EACH | 2700.00000 2700.00| 2500.00000 2500.00| 3100.00000 3100.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 318.750 LFT | 20.00000 6375.00| 18.00000 5737.50| 20.00000 6375.00 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0038 604-91531 12.000 SYS | 55.00000 660.00| 65.18000 782.16| 95.00000 1140.00 SIDEWALK, CONCRETE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -4 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 605-52807 6909.000 LFT | 12.00000 82908.00| 16.94000 117038.46| 11.30000 78071.70 CURB AND GUTTER, COMBINED | | | 0040 607-92907 60.000 LFT | 35.00000 2100.00| 18.00000 1080.00| 82.00000 4920.00 GUTTER CONCRETE, TURNOUT | | | 0041 610-07487 865.000 TON | 55.00000 47575.00| 70.00000 60550.00| 62.00000 53630.00 HMA FOR APPROACHES, TYPE B | | | 0042 610-08446 2023.000 SYS | 45.00000 91035.00| 35.00000 70805.00| 45.00000 91035.00 PCCP FOR APPROACHES, 6 IN | | | 0043 610-09108 353.000 SYS | 52.00000 18356.00| 45.00000 15885.00| 53.00000 18709.00 PCCP FOR APPROACHES, 9 IN | | | 0044 611-06497 14.000 EACH | 140.00000 1960.00| 175.00000 2450.00| 140.00000 1960.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 2.000 EACH | 170.00000 340.00| 245.00000 490.00| 170.00000 340.00 MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06490 38.000 EACH | 145.00000 5510.00| 135.00000 5130.00| 145.00000 5510.00 RIGHT OF WAY MARKER | | | 0047 615-06505 15.000 EACH | 650.00000 9750.00| 735.00000 11025.00| 650.00000 9750.00 MONUMENT, B | | | 0048 615-06527 1.000 EACH | 550.00000 550.00| 600.00000 600.00| 550.00000 550.00 MONUMENT, SECTION CORNER | | | 0049 616-02320 244.000 SYS | 5.00000 1220.00| 1.00000 244.00| 4.20000 1024.80 GEOTEXTILES | | | 0050 616-06405 21.000 TON | 50.00000 1050.00| 40.00000 840.00| 60.00000 1260.00 RIPRAP, REVETMENT | | | 0051 621-01004 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06545 1.000 TON | 1047.00000 1047.00| 1047.00000 1047.00| 1047.00000 1047.00 FERTILIZER | | | 0053 621-06553 408.000 LBS | 2.91000 1187.28| 2.91000 1187.28| 2.91000 1187.28 SEED MIXTURE, R | | | 0054 621-06557 180.000 LBS | 4.90000 882.00| 4.90000 882.00| 4.90000 882.00 SEED MIXTURE, T | | | 0055 621-06565 4.800 TON | 366.00000 1756.80| 366.00000 1756.80| 366.00000 1756.80 MULCHING MATERIAL | | | 0056 621-06567 68.000 kGAL | 1.00000 68.00| 1.00000 68.00| 1.00000 68.00 WATER | | | 0057 621-06574 7131.000 SYS | 2.85000 20323.35| 4.01000 28595.31| 2.85000 20323.35 SODDING | | | 0058 625-09373 242.000 CYS | 290.00000 70180.00| 119.10000 28822.20| 260.00000 62920.00 GABIONS, METALLIC COATED | | | 0059 628-09403 18.000 MOS | 1500.00000 27000.00| 1800.00000 32400.00| 1900.00000 34200.00 FIELD OFFICE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -5 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 628-09407 18.000 MOS | 200.00000 3600.00| 100.00000 1800.00| 231.00000 4158.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0061 715-05048 14281.000 LFT | 5.10000 72833.10| 3.45000 49269.45| 3.45000 49269.45 PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0062 715-05053 610.000 LFT | 22.65000 13816.50| 15.00000 9150.00| 15.00000 9150.00 PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0063 715-05118 100.000 LFT | 50.00000 5000.00| 97.00000 9700.00| 27.00000 2700.00 PIPE, TYPE 1, CIRCULAR, 12 IN | | | (UNDISTRIBUTED FOR FIELD TILE REPLACEMEN| | | 0064 715-05119 63.000 LFT | 37.00000 2331.00| 25.00000 1575.00| 30.00000 1890.00 PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0065 715-05121 70.000 LFT | 37.00000 2590.00| 28.00000 1960.00| 37.00000 2590.00 PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0066 715-05149 702.000 LFT | 43.00000 30186.00| 34.00000 23868.00| 22.00000 15444.00 PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0067 715-05151 559.000 LFT | 32.00000 17888.00| 38.00000 21242.00| 26.00000 14534.00 PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0068 715-05152 1195.000 LFT | 33.00000 39435.00| 53.00000 63335.00| 34.00000 40630.00 PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0069 715-05154 1845.000 LFT | 42.00000 77490.00| 74.00000 136530.00| 75.00000 138375.00 PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0070 715-05156 480.000 LFT | 54.00000 25920.00| 90.00000 43200.00| 95.00000 45600.00 PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0071 715-05169 229.000 LFT | 33.00000 7557.00| 36.00000 8244.00| 22.00000 5038.00 PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0072 715-09064 5143.000 LFT | 1.25000 6428.75| 2.75000 14143.25| 1.25000 6428.75 VIDEO INSPECTION FOR PIPE | | | 0073 715-46005 12.000 EACH | 350.00000 4200.00| 435.00000 5220.00| 350.00000 4200.00 PIPE END SECTION, 15 IN | | | 0074 715-46010 2.000 EACH | 465.00000 930.00| 1055.00000 2110.00| 420.00000 840.00 PIPE END SECTION, 18 IN | | | 0075 715-46030 1.000 EACH | 880.00000 880.00| 1600.00000 1600.00| 750.00000 750.00 PIPE END SECTION, 30 IN | | | 0076 718-06528 2.000 EACH | 1250.00000 2500.00| 1200.00000 2400.00| 1200.00000 2400.00 OUTLET PROTECTOR, 1 | | | 0077 718-06529 8.000 EACH | 1250.00000 10000.00| 900.00000 7200.00| 900.00000 7200.00 OUTLET PROTECTOR, 2 | | | 0078 718-06532 3000.000 LFT | 0.90000 2700.00| 0.85000 2550.00| 0.90000 2700.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 1507.000 CYS | 40.00000 60280.00| 50.00000 75350.00| 50.00000 75350.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -6 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 720-45030 1.000 EACH | 950.00000 950.00| 1550.00000 1550.00| 4500.00000 4500.00 INLET, E7 | | | 0081 720-45035 1.000 EACH | 950.00000 950.00| 1650.00000 1650.00| 4500.00000 4500.00 INLET, F7 | | | 0082 720-45075 3.000 EACH | 1900.00000 5700.00| 2165.00000 6495.00| 4600.00000 13800.00 INLET, R13 | | | 0083 720-45410 16.000 EACH | 2000.00000 32000.00| 2395.00000 38320.00| 6000.00000 96000.00 MANHOLE, C4 | | | 0084 720-95422 3.000 EACH | 3600.00000 10800.00| 3535.00000 10605.00| 8000.00000 24000.00 MANHOLE, J4 | | | 0085 720-98174 17.000 EACH | 2200.00000 37400.00| 1843.00000 31331.00| 5000.00000 85000.00 INLET, B15 | | | 0086 720-98555 16.000 EACH | 2400.00000 38400.00| 2112.00000 33792.00| 5000.00000 80000.00 INLET, C15 | | | 0087 801-03290 2.000 EACH | 139.00000 278.00| 139.00000 278.00| 139.00000 278.00 CONSTRUCTION SIGN, C | | | 0088 801-04308 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06625 15.000 EACH | 60.00000 900.00| 60.00000 900.00| 60.00000 900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0090 801-06640 11.000 EACH | 125.00000 1375.00| 125.00000 1375.00| 125.00000 1375.00 CONSTRUCTION SIGN, A | | | 0091 801-06645 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0092 801-06775 LUMP | 25000.00000 25000.00| 2600.00000 2600.00| 69000.00000 69000.00 MAINTAINING TRAFFIC | | | 0093 801-07119 120.000 LFT | 12.00000 1440.00| 12.00000 1440.00| 12.00000 1440.00 BARRICADE, III-B | | | 0094 802-05701 231.000 LFT | 11.00000 2541.00| 15.00000 3465.00| 11.00000 2541.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0095 802-09838 93.250 SFT | 16.00000 1492.00| 25.00000 2331.25| 16.00000 1492.00 SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0096 802-09839 30.000 SFT | 18.50000 555.00| 40.00000 1200.00| 18.50000 555.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | 0097 802-09840 3.000 SFT | 17.50000 52.50| 38.00000 114.00| 17.50000 52.50 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0098 808-06703 13323.000 LFT | 0.32000 4263.36| 0.32000 4263.36| 0.27000 3597.21 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -7 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 808-75240 595.000 LFT | 0.32000 190.40| 0.32000 190.40| 0.27000 160.65 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0100 808-75245 9904.000 LFT | 0.32000 3169.28| 0.32000 3169.28| 0.27000 2674.08 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0101 808-75297 88.000 LFT | 8.00000 704.00| 8.00000 704.00| 8.00000 704.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0102 808-75998 244.000 EACH | 17.00000 4148.00| 17.00000 4148.00| 17.00000 4148.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,988,962.58| $ 3,018,766.16| $ 3,269,852.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,988,962.58| $ 3,018,766.16| $ 3,269,852.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -8 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 36.000 MOS | 75.00000 2700.00| | 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 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 155000.00000 155000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 80000.00000 80000.00| | CLEARING RIGHT OF WAY | | | 0013 202-01000 LUMP | 20000.00000 20000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0014 203-02000 22366.000 CYS | 15.00000 335490.00| | EXCAVATION, COMMON | | | 0015 205-03371 50.000 CYS | 51.00000 2550.00| | SEDIMENT, REMOVE | | | 0016 205-06931 58.000 TON | 58.00000 3364.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06933 2.000 EACH | 128.00000 256.00| | TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06936 159.000 TON | 60.00000 9540.00| | TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1509.000 LFT | 1.85000 2791.65| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -9 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08263 37328.000 SYS | 4.00000 149312.00| | SUBGRADE TREATMENT, TYPE IA | | | 0021 207-08267 2858.000 SYS | 9.25000 26436.50| | SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 15543.000 CYS | 22.00000 341946.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0023 211-09266 221.000 CYS | 39.00000 8619.00| | STRUCTURAL BACKFILL, TYPE 3 | | | 0024 301-07448 2434.000 TON | 17.00000 41378.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-07449 51.000 TON | 37.00000 1887.00| | COMPACTED AGGREGATE, NO. 73 | | | 0026 303-08210 200.000 TON | 55.00000 11000.00| | COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS (UNDISTRIBUTED) | | | 0027 401-06264 LUMP | 2000.00000 2000.00| | PROFILOGRAPH, HMA | | | 0028 401-07320 310.000 TON | 53.00000 16430.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | (STEEL FURNACE SLAG) | | | 0029 401-07321 2282.000 TON | 56.00000 127792.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0030 401-07390 3824.000 TON | 49.00000 187376.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0031 401-07406 931.000 TON | 49.00000 45619.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0032 401-07423 10102.000 TON | 47.00000 474794.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0033 401-07429 4139.000 TON | 52.50000 217297.50| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0034 406-05520 30.000 TON | 1.00000 30.00| | ASPHALT FOR TACK COAT | | | 0035 601-01848 1.000 EACH | 1984.04000 1984.04| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0036 601-94689 1.000 EACH | 2659.57000 2659.57| | GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 318.750 LFT | 19.15000 6104.06| | GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | 0038 604-91531 12.000 SYS | 65.00000 780.00| | SIDEWALK, CONCRETE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -10 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 605-52807 6909.000 LFT | 12.75000 88089.75| | CURB AND GUTTER, COMBINED | | | 0040 607-92907 60.000 LFT | 28.00000 1680.00| | GUTTER CONCRETE, TURNOUT | | | 0041 610-07487 865.000 TON | 81.52000 70514.80| | HMA FOR APPROACHES, TYPE B | | | 0042 610-08446 2023.000 SYS | 36.64000 74122.72| | PCCP FOR APPROACHES, 6 IN | | | 0043 610-09108 353.000 SYS | 41.00000 14473.00| | PCCP FOR APPROACHES, 9 IN | | | 0044 611-06497 14.000 EACH | 186.17000 2606.38| | MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 2.000 EACH | 260.64000 521.28| | MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06490 38.000 EACH | 143.62000 5457.56| | RIGHT OF WAY MARKER | | | 0047 615-06505 15.000 EACH | 781.91000 11728.65| | MONUMENT, B | | | 0048 615-06527 1.000 EACH | 638.30000 638.30| | MONUMENT, SECTION CORNER | | | 0049 616-02320 244.000 SYS | 1.46000 356.24| | GEOTEXTILES | | | 0050 616-06405 21.000 TON | 55.33000 1161.93| | RIPRAP, REVETMENT | | | 0051 621-01004 2.000 EACH | 585.11000 1170.22| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06545 1.000 TON | 1113.83000 1113.83| | FERTILIZER | | | 0053 621-06553 408.000 LBS | 3.10000 1264.80| | SEED MIXTURE, R | | | 0054 621-06557 180.000 LBS | 5.21000 937.80| | SEED MIXTURE, T | | | 0055 621-06565 4.800 TON | 389.36000 1868.93| | MULCHING MATERIAL | | | 0056 621-06567 68.000 kGAL | 1.06000 72.08| | WATER | | | 0057 621-06574 7131.000 SYS | 6.54000 46636.74| | SODDING | | | 0058 625-09373 242.000 CYS | 198.00000 47916.00| | GABIONS, METALLIC COATED | | | 0059 628-09403 18.000 MOS | 1800.00000 32400.00| | FIELD OFFICE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -11 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 628-09407 18.000 MOS | 150.00000 2700.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0061 715-05048 14281.000 LFT | 4.00000 57124.00| | PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0062 715-05053 610.000 LFT | 16.00000 9760.00| | PIPE, UNDERDRAIN OUTLET, 6 IN | | | 0063 715-05118 100.000 LFT | 28.00000 2800.00| | PIPE, TYPE 1, CIRCULAR, 12 IN | | | (UNDISTRIBUTED FOR FIELD TILE REPLACEMEN| | | 0064 715-05119 63.000 LFT | 34.00000 2142.00| | PIPE, TYPE 1, CIRCULAR, 15 IN | | | 0065 715-05121 70.000 LFT | 33.50000 2345.00| | PIPE, TYPE 1, CIRCULAR, 18 IN | | | 0066 715-05149 702.000 LFT | 40.00000 28080.00| | PIPE, TYPE 2, CIRCULAR, 12 IN | | | 0067 715-05151 559.000 LFT | 42.00000 23478.00| | PIPE, TYPE 2, CIRCULAR, 15 IN | | | 0068 715-05152 1195.000 LFT | 44.00000 52580.00| | PIPE, TYPE 2, CIRCULAR, 18 IN | | | 0069 715-05154 1845.000 LFT | 49.00000 90405.00| | PIPE, TYPE 2, CIRCULAR, 24 IN | | | 0070 715-05156 480.000 LFT | 56.00000 26880.00| | PIPE, TYPE 2, CIRCULAR, 30 IN | | | 0071 715-05169 229.000 LFT | 38.00000 8702.00| | PIPE, TYPE 3, CIRCULAR, 15 IN | | | 0072 715-09064 5143.000 LFT | 1.33000 6840.19| | VIDEO INSPECTION FOR PIPE | | | 0073 715-46005 12.000 EACH | 600.00000 7200.00| | PIPE END SECTION, 15 IN | | | 0074 715-46010 2.000 EACH | 700.00000 1400.00| | PIPE END SECTION, 18 IN | | | 0075 715-46030 1.000 EACH | 1000.00000 1000.00| | PIPE END SECTION, 30 IN | | | 0076 718-06528 2.000 EACH | 1400.00000 2800.00| | OUTLET PROTECTOR, 1 | | | 0077 718-06529 8.000 EACH | 800.00000 6400.00| | OUTLET PROTECTOR, 2 | | | 0078 718-06532 3000.000 LFT | 0.96000 2880.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 1507.000 CYS | 40.00000 60280.00| | AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -12 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 720-45030 1.000 EACH | 2600.00000 2600.00| | INLET, E7 | | | 0081 720-45035 1.000 EACH | 2100.00000 2100.00| | INLET, F7 | | | 0082 720-45075 3.000 EACH | 2750.00000 8250.00| | INLET, R13 | | | 0083 720-45410 16.000 EACH | 3500.00000 56000.00| | MANHOLE, C4 | | | 0084 720-95422 3.000 EACH | 3800.00000 11400.00| | MANHOLE, J4 | | | 0085 720-98174 17.000 EACH | 2000.00000 34000.00| | INLET, B15 | | | 0086 720-98555 16.000 EACH | 2000.00000 32000.00| | INLET, C15 | | | 0087 801-03290 2.000 EACH | 147.87000 295.74| | CONSTRUCTION SIGN, C | | | 0088 801-04308 10.000 EACH | 212.77000 2127.70| | ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06625 15.000 EACH | 63.83000 957.45| | DETOUR ROUTE MARKER ASSEMBLY | | | 0090 801-06640 11.000 EACH | 132.98000 1462.78| | CONSTRUCTION SIGN, A | | | 0091 801-06645 2.000 EACH | 53.19000 106.38| | CONSTRUCTION SIGN, B | | | 0092 801-06775 LUMP | 17000.00000 17000.00| | MAINTAINING TRAFFIC | | | 0093 801-07119 120.000 LFT | 12.77000 1532.40| | BARRICADE, III-B | | | 0094 802-05701 231.000 LFT | 11.70000 2702.70| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0095 802-09838 93.250 SFT | 17.02000 1587.12| | SIGN, SHEET, WITH LEGEND 0.080" | | | THICKNESS | | | 0096 802-09839 30.000 SFT | 19.68000 590.40| | SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | 0097 802-09840 3.000 SFT | 18.62000 55.86| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0098 808-06703 13323.000 LFT | 0.34000 4529.82| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 330 -13 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 808-75240 595.000 LFT | 0.34000 202.30| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0100 808-75245 9904.000 LFT | 0.34000 3367.36| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0101 808-75297 88.000 LFT | 8.51000 748.88| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0102 808-75998 244.000 EACH | 18.09000 4413.96| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,288,901.37| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,288,901.37| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -1 VENDOR RANKING CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 11/12/10 LOCATION : ON US 30 FROM SR 17 TO SR 19 PROJECT(S) : 0900264 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 5,442,688.80 100.0000% 2 35-0997978 PHEND & BROWN INC $ 5,674,524.30 104.2596% 3 35-1120685 WALSH & KELLY INC $ 5,883,622.78 108.1014% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 6,088,205.80 111.8603% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -2 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1120685 |E & B PAVING INC |PHEND & BROWN INC |WALSH & KELLY INC 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 | 2400.00000 2400.00| 30000.00000 30000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 60.00000 180.00| 300.00000 900.00| 125.00000 375.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 85.00000 1020.00| 50.00000 600.00| 200.00000 2400.00 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 | 271000.00000 271000.00| 285000.00000 285000.00| 290000.00000 290000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-04435 500.000 EACH | 3.65000 1825.00| 8.00000 4000.00| 8.00000 4000.00 DELINEATOR POST, REMOVE | | | 0013 203-08607 8500.000 LFT | 0.25000 2125.00| 0.01000 85.00| 8.00000 68000.00 LINEAR GRADING | | | 0015 304-07783 5000.000 TON | 75.00000 375000.00| 85.00000 425000.00| 125.00000 625000.00 HMA PATCHING, TYPE D | | | 0016 306-08034 546000.000 SYS | 0.07000 38220.00| 0.05000 27300.00| 1.15000 627900.00 MILLING, ASPHALT, 1 1/2 IN | | | 0017 306-08043 11500.000 SYS | 0.01000 115.00| 0.01000 115.00| 1.15000 13225.00 MILLING, TRANSITION | | | 0018 306-08432 7250.000 SYS | 0.01000 72.50| 0.01000 72.50| 2.00000 14500.00 MILLING, APPROACH | | | 0019 401-06264 LUMP | 4000.00000 4000.00| 34000.00000 34000.00| 12000.00000 12000.00 PROFILOGRAPH, HMA | | | 0024 402-05494 2500.000 LFT | 2.60000 6500.00| 1.00000 2500.00| 6.00000 15000.00 HMA RUMBLE STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -3 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1120685 |E & B PAVING INC |PHEND & BROWN INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0027 406-05520 220.000 TON | 50.00000 11000.00| 1.00000 220.00| 550.00000 121000.00 ASPHALT FOR TACK COAT | | | 0028 601-01128 8.000 EACH | 1200.00000 9600.00| 1200.00000 9600.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0029 601-02241 3250.000 LFT | 1.25000 4062.50| 2.30000 7475.00| 1.25000 4062.50 GUARDRAIL, REMOVE | | | 0031 601-07050 10.000 EACH | 1440.00000 14400.00| 1440.00000 14400.00| 1440.00000 14400.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0032 601-08434 3.000 EACH | 1150.00000 3450.00| 1150.00000 3450.00| 1150.00000 3450.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0033 601-94689 5.000 EACH | 2450.00000 12250.00| 4000.00000 20000.00| 2450.00000 12250.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-94690 6.000 EACH | 4165.00000 24990.00| 6000.00000 36000.00| 4165.15000 24990.90 GUARDRAIL END TREATMENT, MS | | | 0038 610-07488 1600.000 TON | 40.00000 64000.00| 25.00000 40000.00| 50.00000 80000.00 HMA FOR APPROACHES, TYPE C | | | 0039 615-06520 1.000 EACH | 1510.00000 1510.00| 1510.00000 1510.00| 800.00000 800.00 MONUMENT, RE-ESTABLISH | | | 0040 628-09403 12.000 MOS | 1500.00000 18000.00| 2000.00000 24000.00| 2500.00000 30000.00 FIELD OFFICE, C | | | 0041 628-09407 12.000 MOS | 330.00000 3960.00| 231.00000 2772.00| 300.00000 3600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0042 801-01093 8.000 EACH | 485.00000 3880.00| 500.00000 4000.00| 139.00000 1112.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0043 801-03290 9.000 EACH | 96.00000 864.00| 99.00000 891.00| 99.00000 891.00 CONSTRUCTION SIGN, C | | | 0044 801-06203 33200.000 LFT | 0.01000 332.00| 0.13000 4316.00| 0.12000 3984.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 16600.000 LFT | 1.00000 16600.00| 0.59000 9794.00| 1.00000 16600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 53.000 EACH | 84.00000 4452.00| 81.00000 4293.00| 81.00000 4293.00 CONSTRUCTION SIGN, A | | | 0047 801-06710 360.000 DAY | 8.00000 2880.00| 8.00000 2880.00| 8.00000 2880.00 FLASHING ARROW SIGN | | | 0048 801-06775 LUMP | 12400.00000 12400.00| 90000.00000 90000.00| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0049 801-09133 2.000 EACH | 2970.00000 5940.00| 3600.00000 7200.00| 8592.74000 17185.48 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -4 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1120685 |E & B PAVING INC |PHEND & BROWN INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 804-06771 500.000 EACH | 21.70000 10850.00| 30.00000 15000.00| 30.00000 15000.00 DELINEATOR POST, FLEXIBLE | | | 0053 805-02503 2000.000 LFT | 0.45000 900.00| 0.40000 800.00| 0.40000 800.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0054 805-78785 7.000 EACH | 600.00000 4200.00| 670.00000 4690.00| 670.00000 4690.00 SIGNAL DETECTOR HOUSING | | | 0055 805-78795 925.000 LFT | 11.00000 10175.00| 9.00000 8325.00| 9.00000 8325.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0056 808-03002 1500.000 LFT | 0.50000 750.00| 1.00000 1500.00| 0.50000 750.00 LINE, EPOXY, BROKEN, WHITE, 4 IN | | | 0057 808-03631 5000.000 LFT | 0.50000 2500.00| 0.50000 2500.00| 0.50000 2500.00 LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0058 808-06701 50000.000 LFT | 0.28000 14000.00| 0.50000 25000.00| 0.28000 14000.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0059 808-06703 188000.000 LFT | 0.28000 52640.00| 0.28000 52640.00| 0.28000 52640.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0060 808-06705 700.000 LFT | 1.25000 875.00| 1.25000 875.00| 1.25000 875.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0061 808-75245 160000.000 LFT | 0.28000 44800.00| 0.28000 44800.00| 0.28000 44800.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75272 800.000 LFT | 4.00000 3200.00| 4.00000 3200.00| 4.00000 3200.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, CROSSHATCH LINE, WHITE, 24" | | | 0063 808-75297 220.000 LFT | 4.00000 880.00| 4.00000 880.00| 4.00000 880.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0064 808-75320 4.000 EACH | 70.00000 280.00| 70.00000 280.00| 70.00000 280.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0065 808-75325 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 90.00000 360.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0067 808-75996 4690.000 EACH | 0.01000 46.90| 0.01000 46.90| 3.00000 14070.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 4690.000 EACH | 0.01000 46.90| 0.01000 46.90| 0.01000 46.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 401-07353 67350.000 TON | 64.00000 4310400.00| 62.00000 4175700.00| 49.00000 3300150.00 QC/QA-HMA, 4, 76, SURFACE, 12.5 mm | | | 0071 404-05511 212500.000 SYS | 0.30000 63750.00| 1.12000 238000.00| 1.50000 318750.00 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -5 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1120685 |E & B PAVING INC |PHEND & BROWN INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-03632 5000.000 LFT | 0.50000 2500.00| 1.00000 5000.00| 0.50000 2500.00 LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0073 808-75994 250.000 EACH | 10.00000 2500.00| 10.00000 2500.00| 10.00000 2500.00 PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 5,442,688.80| $ 5,674,524.30| $ 5,883,622.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,442,688.80| $ 5,674,524.30| $ 5,883,622.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -6 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |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 | 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 200.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 150.00000 1800.00| | 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 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 555000.00000 555000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 202-04435 500.000 EACH | 6.00000 3000.00| | DELINEATOR POST, REMOVE | | | 0013 203-08607 8500.000 LFT | 0.25000 2125.00| | LINEAR GRADING | | | 0015 304-07783 5000.000 TON | 90.00000 450000.00| | HMA PATCHING, TYPE D | | | 0016 306-08034 546000.000 SYS | 0.25000 136500.00| | MILLING, ASPHALT, 1 1/2 IN | | | 0017 306-08043 11500.000 SYS | 0.50000 5750.00| | MILLING, TRANSITION | | | 0018 306-08432 7250.000 SYS | 1.50000 10875.00| | MILLING, APPROACH | | | 0019 401-06264 LUMP | 25000.00000 25000.00| | PROFILOGRAPH, HMA | | | 0024 402-05494 2500.000 LFT | 5.00000 12500.00| | HMA RUMBLE STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -7 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0027 406-05520 220.000 TON | 1.00000 220.00| | ASPHALT FOR TACK COAT | | | 0028 601-01128 8.000 EACH | 1255.00000 10040.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0029 601-02241 3250.000 LFT | 0.80000 2600.00| | GUARDRAIL, REMOVE | | | 0031 601-07050 10.000 EACH | 1740.00000 17400.00| | GUARDRAIL END TREATMENT, OS, RESET | | | 0032 601-08434 3.000 EACH | 650.00000 1950.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0033 601-94689 5.000 EACH | 2565.00000 12825.00| | GUARDRAIL END TREATMENT, OS | | | 0034 601-94690 6.000 EACH | 3635.00000 21810.00| | GUARDRAIL END TREATMENT, MS | | | 0038 610-07488 1600.000 TON | 75.00000 120000.00| | HMA FOR APPROACHES, TYPE C | | | 0039 615-06520 1.000 EACH | 710.00000 710.00| | MONUMENT, RE-ESTABLISH | | | 0040 628-09403 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, C | | | 0041 628-09407 12.000 MOS | 250.00000 3000.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0042 801-01093 8.000 EACH | 139.00000 1112.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0043 801-03290 9.000 EACH | 99.00000 891.00| | CONSTRUCTION SIGN, C | | | 0044 801-06203 33200.000 LFT | 0.12000 3984.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 16600.000 LFT | 1.00000 16600.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 53.000 EACH | 81.00000 4293.00| | CONSTRUCTION SIGN, A | | | 0047 801-06710 360.000 DAY | 8.00000 2880.00| | FLASHING ARROW SIGN | | | 0048 801-06775 LUMP | 150000.00000 150000.00| | MAINTAINING TRAFFIC | | | 0049 801-09133 2.000 EACH | 3600.00000 7200.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -8 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 804-06771 500.000 EACH | 25.40000 12700.00| | DELINEATOR POST, FLEXIBLE | | | 0053 805-02503 2000.000 LFT | 0.40000 800.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0054 805-78785 7.000 EACH | 670.00000 4690.00| | SIGNAL DETECTOR HOUSING | | | 0055 805-78795 925.000 LFT | 9.00000 8325.00| | SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0056 808-03002 1500.000 LFT | 0.50000 750.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN | | | 0057 808-03631 5000.000 LFT | 0.50000 2500.00| | LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0058 808-06701 50000.000 LFT | 0.28000 14000.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0059 808-06703 188000.000 LFT | 0.28000 52640.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0060 808-06705 700.000 LFT | 1.25000 875.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0061 808-75245 160000.000 LFT | 0.28000 44800.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75272 800.000 LFT | 4.00000 3200.00| | TRANSVERSE MARKING, THERMOPLASTIC, | | | SOLID, CROSSHATCH LINE, WHITE, 24" | | | 0063 808-75297 220.000 LFT | 4.00000 880.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN. | | | 0064 808-75320 4.000 EACH | 70.00000 280.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0065 808-75325 4.000 EACH | 90.00000 360.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0067 808-75996 4690.000 EACH | 6.01000 28186.90| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 4690.000 EACH | 0.01000 46.90| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 401-07353 67350.000 TON | 60.00000 4041000.00| | QC/QA-HMA, 4, 76, SURFACE, 12.5 mm | | | 0071 404-05511 212500.000 SYS | 1.00000 212500.00| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 340 -9 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-03632 5000.000 LFT | 0.50000 2500.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0073 808-75994 250.000 EACH | 10.00000 2500.00| | PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 6,088,205.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,088,205.80| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -1 VENDOR RANKING CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 10/15/11 LOCATION : ON 96TH STREET FROM MOLLENKOPF ROAD PROJECT(S) : 0600196 TO FALL CREEK ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1698047 GRADEX INC $ 2,874,338.78 100.0000% 2 35-1139301 E & B PAVING INC $ 2,992,621.31 104.1151% 3 35-1917625 MILESTONE CONTRACTORS LP $ 3,065,000.00 106.6332% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,115,965.00 108.4063% 5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 3,155,558.03 109.7838% 6 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC $ 3,522,189.57 122.5391% 7 35-0999231 HUNT PAVING COMPANY INC $ 3,537,748.19 123.0804% 8 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 3,652,000.00 127.0553% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -2 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 50000.00000 50000.00| 30000.00000 30000.00| 43000.00000 43000.00 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 | 143000.00000 143000.00| 131170.00000 131170.00| 148011.69000 148011.69 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 50000.00000 50000.00| 60000.00000 60000.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0010 202-02240 145.000 m2 | 25.00000 3625.00| 25.00000 3625.00| 30.00000 4350.00 PAVEMENT REMOVAL | | | 0011 202-02278 68.900 m | 17.00000 1171.30| 17.00000 1171.30| 27.00000 1860.30 CURB, CONCRETE, REMOVE | | | 0012 202-02637 6.000 m | 135.00000 810.00| 135.00000 810.00| 145.00000 870.00 PIPE, ABANDON AND GROUT | | | 0013 202-74035 19.000 EACH | 30.00000 570.00| 30.00000 570.00| 30.00000 570.00 SIGN, REMOVE | | | 0014 202-91385 1.000 EACH | 425.00000 425.00| 425.00000 425.00| 300.00000 300.00 INLET, REMOVE | | | 0015 202-91840 160.200 m | 15.00000 2403.00| 15.00000 2403.00| 15.00000 2403.00 FENCE, CHAIN LINK, REMOVE | | | 0016 202-96133 37.000 m | 55.00000 2035.00| 55.00000 2035.00| 25.00000 925.00 PIPE, REMOVE | | | 0017 202-96430 LUMP | 1900.00000 1900.00| 3000.00000 3000.00| 1900.00000 1900.00 FENCE AND POSTS, REMOVE | | | 0018 203-02000 15698.000 m3 | 14.00000 219772.00| 14.00000 219772.00| 18.00000 282564.00 EXCAVATION, COMMON | | | 0019 205-03371 2.000 m3 | 475.00000 950.00| 475.00000 950.00| 100.00000 200.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -3 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06933 3.000 EACH | 135.00000 405.00| 125.00000 375.00| 125.00000 375.00 TEMP DITCH INLET PROTECTION | | | 0021 205-06936 44.000 Mg | 29.00000 1276.00| 29.00000 1276.00| 37.00000 1628.00 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 265.000 m | 6.23000 1650.95| 5.90000 1563.50| 5.90000 1563.50 TEMPORARY SILT FENCE | | | 0023 206-04301 264.400 m2 | 340.00000 89896.00| 343.00000 90689.20| 300.00000 79320.00 SHEET PILING, STEEL, S=18.1 | | | 0024 206-93520 396.000 m2 | 25.00000 9900.00| 0.01000 3.96| 150.00000 59400.00 TEMPORARY SHEET PILING | | | 0025 207-08263 17620.500 m2 | 11.00000 193825.50| 11.00000 193825.50| 13.50000 237876.75 SUBGRADE TREATMENT, TYPE IA | | | 0026 207-08267 1300.800 m2 | 8.50000 11056.80| 8.50000 11056.80| 27.00000 35121.60 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-07454 3527.000 m3 | 23.00000 81121.00| 23.00000 81121.00| 23.00000 81121.00 STRUCTURAL BACKFILL | | | 0028 303-01180 586.300 Mg | 30.00000 17589.00| 17.00000 9967.10| 28.00000 16416.40 COMPACTED AGGREGATE, NO. 53 | | | 0029 304-07494 80.200 Mg | 114.00000 9142.80| 118.00000 9463.60| 91.00000 7298.20 WIDENING WITH HMA, TYPE C | | | 0030 306-08034 1050.100 m2 | 3.00000 3150.30| 9.00000 9450.90| 10.50000 11026.05 MILLING, ASPHALT, 38 mm | | | 0031 401-07327 1440.200 Mg | 84.00000 120976.80| 85.00000 122417.00| 75.00000 108015.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0032 401-07397 2323.300 Mg | 63.00000 146367.90| 63.00000 146367.90| 62.00000 144044.60 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0033 401-07407 3806.900 Mg | 52.00000 197958.80| 53.00000 201765.70| 55.00000 209379.50 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0034 401-07423 2892.700 Mg | 56.00000 161991.20| 56.00000 161991.20| 58.00000 167776.60 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 401-07429 3030.600 Mg | 56.00000 169713.60| 56.00000 169713.60| 60.00000 181836.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0036 402-07432 194.500 Mg | 115.00000 22367.50| 115.00000 22367.50| 98.00000 19061.00 HMA SURFACE, TYPE A | | | 0037 402-07435 323.800 Mg | 75.00000 24285.00| 75.00000 24285.00| 76.00000 24608.80 HMA INTERMEDIATE, TYPE A | | | 0038 402-07453 554.300 Mg | 67.00000 37138.10| 80.00000 44344.00| 71.00000 39355.30 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 31.800 Mg | 500.00000 15900.00| 490.00000 15582.00| 600.00000 19080.00 ASPHALT FOR TACK COAT | | | 0040 604-07897 54.600 m2 | 148.00000 8080.80| 142.00000 7753.20| 180.00000 9828.00 CURB RAMP, CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -4 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 604-07901 49.500 m2 | 151.00000 7474.50| 142.00000 7029.00| 170.00000 8415.00 CURB RAMP, CONCRETE, G | | | 0042 604-07904 12.600 m2 | 156.00000 1965.60| 150.00000 1890.00| 170.00000 2142.00 CURB RAMP, CONCRETE, L | | | 0043 605-06120 108.700 m | 86.00000 9348.20| 86.00000 9348.20| 75.00000 8152.50 CURB, CONCRETE | | | 0044 605-06121 287.200 m | 86.50000 24842.80| 86.00000 24699.20| 65.00000 18668.00 CURB, CONCRETE, B | | | 0045 605-06150 2046.400 m | 39.50000 80832.80| 40.00000 81856.00| 30.00000 61392.00 CURB AND GUTTER, C, CONCRETE | | | 0046 610-07486 251.600 Mg | 75.00000 18870.00| 80.00000 20128.00| 75.00000 18870.00 HMA FOR APPROACHES, TYPE A | | | 0047 610-08446 833.300 m2 | 53.00000 44164.90| 48.00000 39998.40| 60.00000 49998.00 PCCP FOR APPROACHES, 150 mm | | | 0048 610-09108 62.300 m2 | 37.00000 2305.10| 48.00000 2990.40| 85.00000 5295.50 PCCP FOR APPROACHES, 225 mm | | | 0049 611-06497 17.000 EACH | 130.00000 2210.00| 130.00000 2210.00| 130.00000 2210.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 37.000 EACH | 140.00000 5180.00| 140.00000 5180.00| 140.00000 5180.00 RIGHT OF WAY MARKER | | | 0051 615-06505 16.000 EACH | 600.00000 9600.00| 600.00000 9600.00| 600.00000 9600.00 MONUMENT, B | | | 0052 615-06527 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MONUMENT, SECTION CORNER | | | 0053 616-02320 38.000 m2 | 2.50000 95.00| 2.50000 95.00| 1.30000 49.40 GEOTEXTILES | | | 0054 616-06405 15.400 Mg | 46.00000 708.40| 46.00000 708.40| 42.00000 646.80 RIPRAP, REVETMENT | | | 0055 621-02770 240.000 m2 | 1.51000 362.40| 1.65000 396.00| 1.65000 396.00 EROSION CONTROL BLANKET | | | 0056 621-06567 147.300 kL | 0.50000 73.65| 1.00000 147.30| 1.00000 147.30 WATER | | | 0057 621-06575 8181.600 m2 | 4.00000 32726.40| 4.02000 32890.03| 3.22000 26344.75 SODDING, NURSERY | | | 0058 628-09402 8.000 MOS | 2000.00000 16000.00| 2800.00000 22400.00| 2800.00000 22400.00 FIELD OFFICE, B | | | 0059 715-05024 108.000 m | 258.00000 27864.00| 258.00000 27864.00| 320.00000 34560.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0060 715-05048 1940.000 m | 14.00000 27160.00| 14.00000 27160.00| 10.82000 20990.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0061 715-05149 781.000 m | 95.00000 74195.00| 95.00000 74195.00| 98.00000 76538.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -5 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 715-05152 257.000 m | 116.00000 29812.00| 116.00000 29812.00| 120.00000 30840.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0063 715-05154 130.000 m | 150.00000 19500.00| 150.00000 19500.00| 150.00000 19500.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0064 715-05156 340.000 m | 210.00000 71400.00| 210.00000 71400.00| 215.00000 73100.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0065 715-07667 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 CONCRETE ANCHOR, 900 mm | | | 0066 715-08048 1.000 EACH | 39000.00000 39000.00| 39000.00000 39000.00| 37000.00000 37000.00 STORMWATER TREATMENT SYSTEM , QUALITY | | | TREATMENT UNIT | | | 0067 715-09064 1609.000 m | 4.10000 6596.90| 4.10000 6596.90| 4.10000 6596.90 VIDEO INSPECTION FOR PIPE | | | 0068 718-06532 1000.000 m | 2.50000 2500.00| 2.50000 2500.00| 2.40000 2400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0069 718-52610 438.400 m3 | 36.00000 15782.40| 36.00000 15782.40| 43.95000 19267.68 AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 5369.900 m2 | 0.90000 4832.91| 0.90000 4832.91| 1.90000 10202.81 GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-08241 3.000 EACH | 3400.00000 10200.00| 3400.00000 10200.00| 4400.00000 13200.00 MANHOLE, K15, MODIFIED | | | 0072 720-45030 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00| 1300.00000 1300.00 INLET, E7 | | | 0073 720-45235 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00| 1500.00000 1500.00 CATCH BASIN, E7 | | | 0074 720-45410 19.000 EACH | 1700.00000 32300.00| 1700.00000 32300.00| 2100.00000 39900.00 MANHOLE, C4 | | | 0075 720-91050 1.000 EACH | 4200.00000 4200.00| 4200.00000 4200.00| 3700.00000 3700.00 MANHOLE, K7, MODIFIED | | | 0076 720-93409 10.000 EACH | 1800.00000 18000.00| 1800.00000 18000.00| 2200.00000 22000.00 INLET, B15, MODIFIED | | | 0077 720-93411 27.000 EACH | 1900.00000 51300.00| 1900.00000 51300.00| 2100.00000 56700.00 INLET, C15, MODIFIED | | | 0078 720-94612 7.000 EACH | 3800.00000 26600.00| 3800.00000 26600.00| 3700.00000 25900.00 MANHOLE, K4 | | | 0079 720-95422 9.000 EACH | 2500.00000 22500.00| 2500.00000 22500.00| 3200.00000 28800.00 MANHOLE, J4 | | | 0080 720-98174 21.000 EACH | 1700.00000 35700.00| 1700.00000 35700.00| 2000.00000 42000.00 INLET, B15 | | | 0081 720-98555 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00| 2000.00000 2000.00 INLET, C15 | | | 0082 725-03133 92.200 m2 | 595.00000 54859.00| 983.00000 90632.60| 630.00000 58086.00 CONCRETE FACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -6 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 801-03290 2.000 EACH | 200.00000 400.00| 245.00000 490.00| 245.00000 490.00 CONSTRUCTION SIGN, C | | | 0084 801-04308 3.000 EACH | 230.00000 690.00| 695.00000 2085.00| 695.00000 2085.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06203 4224.000 m | 0.75000 3168.00| 0.66000 2787.84| 0.66000 2787.84 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0086 801-06211 1.000 EACH | 75.00000 75.00| 85.00000 85.00| 85.00000 85.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0087 801-06212 1.000 EACH | 100.00000 100.00| 85.00000 85.00| 85.00000 85.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, (ONLY) | | | 0088 801-06625 19.000 EACH | 115.00000 2185.00| 120.00000 2280.00| 120.00000 2280.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 10.000 EACH | 135.00000 1350.00| 195.00000 1950.00| 195.00000 1950.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 6.000 EACH | 55.00000 330.00| 89.00000 534.00| 89.00000 534.00 CONSTRUCTION SIGN, B | | | 0091 801-06775 LUMP | 83000.00000 83000.00| 194232.94000 194232.94| 58000.00000 58000.00 MAINTAINING TRAFFIC | | | 0092 801-07119 24.400 m | 30.00000 732.00| 41.00000 1000.40| 41.00000 1000.40 BARRICADE, III-B | | | 0093 801-53072 LUMP | 21470.00000 21470.00| 1566.00000 1566.00| 1566.00000 1566.00 TEMPORARY TRAFFIC SIGNAL | | | 0094 801-94295 3.000 EACH | 255.00000 765.00| 255.00000 765.00| 255.00000 765.00 SIGNAL HEAD, RELOCATE | | | 0095 802-05701 120.000 m | 35.80000 4296.00| 35.80000 4296.00| 35.80000 4296.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0096 802-09838 18.800 m2 | 144.00000 2707.20| 144.00000 2707.20| 144.00000 2707.20 SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | 0097 802-09840 4.300 m2 | 156.00000 670.80| 156.00000 670.80| 156.00000 670.80 SIGN, SHEET, WITH LEGEND 2.54mm | | | THICKNESS | | | 0098 802-09842 2.400 m2 | 230.00000 552.00| 230.00000 552.00| 230.00000 552.00 SIGN, SHEET, WITH LEGEND 3.18mm | | | THICKNESS | | | 0099 805-01300 1.000 EACH | 1265.00000 1265.00| 1265.00000 1265.00| 1265.00000 1265.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0100 805-01842 5.000 EACH | 825.00000 4125.00| 825.00000 4125.00| 825.00000 4125.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -7 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 805-02328 1652.000 m | 1.51000 2494.52| 1.51000 2494.52| 1.51000 2494.52 SIGNAL CABLE, 1C 14GA | | | 0102 805-78230 5.000 EACH | 842.00000 4210.00| 842.00000 4210.00| 842.00000 4210.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0103 805-78420 4.000 EACH | 235.00000 940.00| 235.00000 940.00| 235.00000 940.00 DISCONNECT HANGER | | | 0104 805-78485 117.000 m | 4.22000 493.74| 4.22000 493.74| 4.22000 493.74 SIGNAL CABLE, 5C 14GA | | | 0105 805-78490 242.000 m | 4.88000 1180.96| 4.88000 1180.96| 4.88000 1180.96 SIGNAL CABLE, 7C 14GA | | | 0106 805-78510 1058.000 m | 2.62000 2771.96| 2.62000 2771.96| 2.62000 2771.96 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0107 805-78785 13.000 EACH | 629.00000 8177.00| 629.00000 8177.00| 629.00000 8177.00 SIGNAL DETECTOR HOUSING | | | 0108 805-78795 579.000 m | 22.96000 13293.84| 22.96000 13293.84| 22.96000 13293.84 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0109 805-92504 13.000 EACH | 268.00000 3484.00| 268.00000 3484.00| 268.00000 3484.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0110 807-01603 1.000 EACH | 3488.00000 3488.00| 3488.00000 3488.00| 3488.00000 3488.00 SERVICE POINT, TYPE II | | | 0111 807-02191 5.000 EACH | 710.00000 3550.00| 710.00000 3550.00| 710.00000 3550.00 HANDHOLE, LIGHTING | | | 0112 807-02193 9.000 EACH | 955.00000 8595.00| 955.00000 8595.00| 955.00000 8595.00 LIGHT STANDARD FOUNDATION, 915 mm | | | DIAMETER X 2450 mm | | | 0113 807-04243 9.000 EACH | 1812.00000 16308.00| 1812.00000 16308.00| 1812.00000 16308.00 DECORATIVE POSTS AND LIGHTING | | | 0114 807-06592 438.000 m | 42.75000 18724.50| 42.75000 18724.50| 42.75000 18724.50 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0115 807-09637 65.300 m | 17.00000 1110.10| 17.00000 1110.10| 17.00000 1110.10 WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0116 807-09638 226.000 m | 23.50000 5311.00| 23.50000 5311.00| 23.50000 5311.00 WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0117 807-86889 85.000 m | 2.00000 170.00| 2.00000 170.00| 2.00000 170.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0118 807-86910 9.000 EACH | 30.00000 270.00| 30.00000 270.00| 30.00000 270.00 CONNECTOR KIT, UNFUSED | | | 0119 807-86915 9.000 EACH | 30.00000 270.00| 30.00000 270.00| 30.00000 270.00 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -8 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 807-86925 26.000 EACH | 48.00000 1248.00| 48.00000 1248.00| 48.00000 1248.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0121 807-86935 38.000 EACH | 48.00000 1824.00| 48.00000 1824.00| 48.00000 1824.00 INSULATING LINK, WATERPROOFED | | | 0122 808-06701 245.000 m | 1.65000 404.25| 2.14000 524.30| 2.14000 524.30 LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | | mm | | | 0123 808-06703 360.000 m | 1.65000 594.00| 2.14000 770.40| 2.14000 770.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0124 808-09506 4.000 EACH | 90.00000 360.00| 165.00000 660.00| 165.00000 660.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD(YIELD) | | | 0125 808-74815 48.000 m | 5.00000 240.00| 5.98000 287.04| 5.98000 287.04 TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK LINE 300 mm | | | 0126 808-75240 218.000 m | 1.65000 359.70| 2.14000 466.52| 2.14000 466.52 LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | | mm | | | 0127 808-75245 1758.000 m | 1.65000 2900.70| 2.14000 3762.12| 2.14000 3762.12 LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | | mm | | | 0128 808-75297 70.000 m | 10.50000 735.00| 16.45000 1151.50| 16.45000 1151.50 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 600 mm | | | 0129 808-75300 95.000 m | 10.00000 950.00| 4.10000 389.50| 4.10000 389.50 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0130 808-75320 16.000 EACH | 65.00000 1040.00| 65.00000 1040.00| 65.00000 1040.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0131 808-75325 9.000 EACH | 75.00000 675.00| 89.00000 801.00| 89.00000 801.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0132 808-92027 351.000 m | 2.80000 982.80| 5.48000 1923.48| 5.48000 1923.48 LINE, THERMO, SOLID, YELLOW, 200 mm | | | 0133 808-96016 27.000 m | 5.00000 135.00| 8.20000 221.40| 8.20000 221.40 LINE, THERMOPLASTIC SOLID, YELLOW, 300 | | | mm | | | 0134 808-98796 27.000 m | 10.00000 270.00| 29.45000 795.15| 29.45000 795.15 LINE, THERMOPLASTIC DOTTED WHITE 100 mm | | | , 600 mm LINE, 1220 mm GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -9 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 802-05702 10.400 m | 36.00000 374.40| 46.00000 478.40| 45.00000 468.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | SECTION TOTALS | $ 2,874,338.78| $ 2,992,621.31| $ 3,065,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,874,338.78| $ 2,992,621.31| $ 3,065,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -10 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624 |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 23000.00000 23000.00| 20800.08000 20800.08| 35000.00000 35000.00 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 | 201003.90000 201003.90| 63941.86000 63941.86| 165000.00000 165000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 24000.00000 24000.00| 39577.02000 39577.02| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0010 202-02240 145.000 m2 | 16.35000 2370.75| 16.43000 2382.35| 20.00000 2900.00 PAVEMENT REMOVAL | | | 0011 202-02278 68.900 m | 19.20000 1322.88| 27.36000 1885.10| 40.00000 2756.00 CURB, CONCRETE, REMOVE | | | 0012 202-02637 6.000 m | 190.00000 1140.00| 682.15000 4092.90| 200.00000 1200.00 PIPE, ABANDON AND GROUT | | | 0013 202-74035 19.000 EACH | 20.00000 380.00| 21.92000 416.48| 22.00000 418.00 SIGN, REMOVE | | | 0014 202-91385 1.000 EACH | 495.00000 495.00| 362.96000 362.96| 700.00000 700.00 INLET, REMOVE | | | 0015 202-91840 160.200 m | 15.00000 2403.00| 16.44000 2633.69| 54.00000 8650.80 FENCE, CHAIN LINK, REMOVE | | | 0016 202-96133 37.000 m | 100.00000 3700.00| 46.73000 1729.01| 78.00000 2886.00 PIPE, REMOVE | | | 0017 202-96430 LUMP | 2500.00000 2500.00| 2082.75000 2082.75| 2000.00000 2000.00 FENCE AND POSTS, REMOVE | | | 0018 203-02000 15698.000 m3 | 17.00000 266866.00| 15.81000 248185.38| 21.00000 329658.00 EXCAVATION, COMMON | | | 0019 205-03371 2.000 m3 | 110.00000 220.00| 367.77000 735.54| 175.00000 350.00 SEDIMENT, REMOVE | | | 0020 205-06933 3.000 EACH | 135.00000 405.00| 147.98000 443.94| 145.00000 435.00 TEMP DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -11 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624 |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06936 44.000 Mg | 60.40000 2657.60| 77.61000 3414.84| 50.00000 2200.00 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 265.000 m | 6.23000 1650.95| 6.83000 1809.95| 7.00000 1855.00 TEMPORARY SILT FENCE | | | 0023 206-04301 264.400 m2 | 343.00000 90689.20| 388.24000 102650.66| 378.00000 99943.20 SHEET PILING, STEEL, S=18.1 | | | 0024 206-93520 396.000 m2 | 102.36000 40534.56| 107.28000 42482.88| 340.00000 134640.00 TEMPORARY SHEET PILING | | | 0025 207-08263 17620.500 m2 | 14.00000 246687.00| 16.11000 283866.26| 17.40000 306596.70 SUBGRADE TREATMENT, TYPE IA | | | 0026 207-08267 1300.800 m2 | 18.70000 24324.96| 19.57000 25456.66| 8.85000 11512.08 SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-07454 3527.000 m3 | 28.00000 98756.00| 21.80000 76888.60| 33.00000 116391.00 STRUCTURAL BACKFILL | | | 0028 303-01180 586.300 Mg | 50.00000 29315.00| 32.40000 18996.12| 68.43000 40120.51 COMPACTED AGGREGATE, NO. 53 | | | 0029 304-07494 80.200 Mg | 112.00000 8982.40| 98.33000 7886.07| 138.24000 11086.85 WIDENING WITH HMA, TYPE C | | | 0030 306-08034 1050.100 m2 | 5.70000 5985.57| 6.02000 6321.60| 1.10000 1155.11 MILLING, ASPHALT, 38 mm | | | 0031 401-07327 1440.200 Mg | 68.00000 97933.60| 78.66000 113286.13| 75.00000 108015.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0032 401-07397 2323.300 Mg | 59.25000 137655.53| 68.17000 158379.36| 62.00000 144044.60 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0033 401-07407 3806.900 Mg | 50.50000 192248.45| 58.00000 220800.20| 55.00000 209379.50 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0034 401-07423 2892.700 Mg | 53.00000 153313.10| 60.77000 175789.38| 55.00000 159098.50 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 401-07429 3030.600 Mg | 57.50000 174259.50| 66.51000 201565.21| 57.00000 172744.20 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0036 402-07432 194.500 Mg | 90.00000 17505.00| 102.86000 20006.27| 93.00000 18088.50 HMA SURFACE, TYPE A | | | 0037 402-07435 323.800 Mg | 95.00000 30761.00| 109.27000 35381.63| 71.00000 22989.80 HMA INTERMEDIATE, TYPE A | | | 0038 402-07453 554.300 Mg | 100.00000 55430.00| 101.55000 56289.17| 68.00000 37692.40 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 31.800 Mg | 510.00000 16218.00| 587.78000 18691.40| 620.00000 19716.00 ASPHALT FOR TACK COAT | | | 0040 604-07897 54.600 m2 | 121.00000 6606.60| 173.20000 9456.72| 153.00000 8353.80 CURB RAMP, CONCRETE, C | | | 0041 604-07901 49.500 m2 | 129.00000 6385.50| 153.47000 7596.77| 154.00000 7623.00 CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -12 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624 |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 604-07904 12.600 m2 | 129.00000 1625.40| 150.18000 1892.27| 159.00000 2003.40 CURB RAMP, CONCRETE, L | | | 0043 605-06120 108.700 m | 57.00000 6195.90| 91.55000 9951.49| 89.00000 9674.30 CURB, CONCRETE | | | 0044 605-06121 287.200 m | 61.00000 17519.20| 90.08000 25870.98| 90.00000 25848.00 CURB, CONCRETE, B | | | 0045 605-06150 2046.400 m | 50.00000 102320.00| 67.70000 138541.28| 42.00000 85948.80 CURB AND GUTTER, C, CONCRETE | | | 0046 610-07486 251.600 Mg | 111.00000 27927.60| 130.37000 32801.09| 93.00000 23398.80 HMA FOR APPROACHES, TYPE A | | | 0047 610-08446 833.300 m2 | 55.00000 45831.50| 52.53000 43773.25| 56.00000 46664.80 PCCP FOR APPROACHES, 150 mm | | | 0048 610-09108 62.300 m2 | 76.00000 4734.80| 73.12000 4555.38| 40.00000 2492.00 PCCP FOR APPROACHES, 225 mm | | | 0049 611-06497 17.000 EACH | 190.00000 3230.00| 142.50000 2422.50| 135.00000 2295.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 37.000 EACH | 151.00000 5587.00| 153.47000 5678.39| 145.00000 5365.00 RIGHT OF WAY MARKER | | | 0051 615-06505 16.000 EACH | 728.00000 11648.00| 657.71000 10523.36| 625.00000 10000.00 MONUMENT, B | | | 0052 615-06527 1.000 EACH | 583.00000 583.00| 548.09000 548.09| 525.00000 525.00 MONUMENT, SECTION CORNER | | | 0053 616-02320 38.000 m2 | 6.50000 247.00| 23.01000 874.38| 10.00000 380.00 GEOTEXTILES | | | 0054 616-06405 15.400 Mg | 49.96000 769.38| 110.52000 1702.01| 31.50000 485.10 RIPRAP, REVETMENT | | | 0055 621-02770 240.000 m2 | 1.51000 362.40| 1.66000 398.40| 1.60000 384.00 EROSION CONTROL BLANKET | | | 0056 621-06567 147.300 kL | 0.50000 73.65| 0.55000 81.02| 1.00000 147.30 WATER | | | 0057 621-06575 8181.600 m2 | 3.23000 26426.57| 3.54000 28962.86| 4.20000 34362.72 SODDING, NURSERY | | | 0058 628-09402 8.000 MOS | 2300.00000 18400.00| 1167.88000 9343.04| 1876.00000 15008.00 FIELD OFFICE, B | | | 0059 715-05024 108.000 m | 222.00000 23976.00| 294.90000 31849.20| 376.00000 40608.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0060 715-05048 1940.000 m | 10.82000 20990.80| 20.99000 40720.60| 16.50000 32010.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0061 715-05149 781.000 m | 91.00000 71071.00| 107.95000 84308.95| 138.00000 107778.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0062 715-05152 257.000 m | 129.00000 33153.00| 136.46000 35070.22| 150.00000 38550.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -13 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624 |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 715-05154 130.000 m | 170.50000 22165.00| 228.66000 29725.80| 186.00000 24180.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0064 715-05156 340.000 m | 186.20000 63308.00| 248.98000 84653.20| 210.00000 71400.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0065 715-07667 1.000 EACH | 2600.00000 2600.00| 2589.15000 2589.15| 335.50000 335.50 CONCRETE ANCHOR, 900 mm | | | 0066 715-08048 1.000 EACH | 32800.00000 32800.00| 43271.90000 43271.90| 38178.00000 38178.00 STORMWATER TREATMENT SYSTEM , QUALITY | | | TREATMENT UNIT | | | 0067 715-09064 1609.000 m | 5.74000 9235.66| 4.68000 7530.12| 4.00000 6436.00 VIDEO INSPECTION FOR PIPE | | | 0068 718-06532 1000.000 m | 4.10000 4100.00| 3.60000 3600.00| 2.50000 2500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0069 718-52610 438.400 m3 | 43.95000 19267.68| 32.22000 14125.25| 27.52000 12064.77 AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 5369.900 m2 | 1.90000 10202.81| 1.46000 7840.05| 1.07000 5745.79 GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-08241 3.000 EACH | 3800.00000 11400.00| 4635.34000 13906.02| 4414.00000 13242.00 MANHOLE, K15, MODIFIED | | | 0072 720-45030 1.000 EACH | 1800.00000 1800.00| 930.48000 930.48| 1127.00000 1127.00 INLET, E7 | | | 0073 720-45235 1.000 EACH | 1800.00000 1800.00| 869.33000 869.33| 1375.00000 1375.00 CATCH BASIN, E7 | | | 0074 720-45410 19.000 EACH | 2450.00000 46550.00| 2716.78000 51618.82| 2000.00000 38000.00 MANHOLE, C4 | | | 0075 720-91050 1.000 EACH | 3735.00000 3735.00| 6741.84000 6741.84| 4413.00000 4413.00 MANHOLE, K7, MODIFIED | | | 0076 720-93409 10.000 EACH | 2515.00000 25150.00| 1617.44000 16174.40| 2017.00000 20170.00 INLET, B15, MODIFIED | | | 0077 720-93411 27.000 EACH | 2585.00000 69795.00| 1661.03000 44847.81| 2060.00000 55620.00 INLET, C15, MODIFIED | | | 0078 720-94612 7.000 EACH | 4180.00000 29260.00| 4142.09000 28994.63| 3572.00000 25004.00 MANHOLE, K4 | | | 0079 720-95422 9.000 EACH | 4240.00000 38160.00| 3289.62000 29606.58| 3152.00000 28368.00 MANHOLE, J4 | | | 0080 720-98174 21.000 EACH | 2270.00000 47670.00| 1588.35000 33355.35| 1563.00000 32823.00 INLET, B15 | | | 0081 720-98555 1.000 EACH | 2300.00000 2300.00| 1588.14000 1588.14| 1563.00000 1563.00 INLET, C15 | | | 0082 725-03133 92.200 m2 | 983.00000 90632.60| 685.80000 63230.76| 1083.00000 99852.60 CONCRETE FACING | | | 0083 801-03290 2.000 EACH | 200.00000 400.00| 219.24000 438.48| 250.00000 500.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -14 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624 |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 801-04308 3.000 EACH | 230.00000 690.00| 252.12000 756.36| 253.00000 759.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06203 4224.000 m | 0.75000 3168.00| 0.82000 3463.68| 0.83000 3505.92 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0086 801-06211 1.000 EACH | 75.00000 75.00| 82.21000 82.21| 82.69000 82.69 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0087 801-06212 1.000 EACH | 100.00000 100.00| 109.62000 109.62| 110.25000 110.25 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, (ONLY) | | | 0088 801-06625 19.000 EACH | 115.00000 2185.00| 126.06000 2395.14| 127.00000 2413.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 10.000 EACH | 135.00000 1350.00| 147.99000 1479.90| 150.00000 1500.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 6.000 EACH | 55.00000 330.00| 60.29000 361.74| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0091 801-06775 LUMP | 40000.00000 40000.00| 15784.58000 15784.58| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0092 801-07119 24.400 m | 30.00000 732.00| 32.89000 802.52| 33.00000 805.20 BARRICADE, III-B | | | 0093 801-53072 LUMP | 17000.00000 17000.00| 18635.12000 18635.12| 18750.00000 18750.00 TEMPORARY TRAFFIC SIGNAL | | | 0094 801-94295 3.000 EACH | 100.00000 300.00| 109.62000 328.86| 110.25000 330.75 SIGNAL HEAD, RELOCATE | | | 0095 802-05701 120.000 m | 44.00000 5280.00| 48.23000 5787.60| 48.50000 5820.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0096 802-09838 18.800 m2 | 153.00000 2876.40| 167.72000 3153.14| 170.00000 3196.00 SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | 0097 802-09840 4.300 m2 | 164.00000 705.20| 179.77000 773.01| 180.00000 774.00 SIGN, SHEET, WITH LEGEND 2.54mm | | | THICKNESS | | | 0098 802-09842 2.400 m2 | 188.00000 451.20| 206.08000 494.59| 207.00000 496.80 SIGN, SHEET, WITH LEGEND 3.18mm | | | THICKNESS | | | 0099 805-01300 1.000 EACH | 985.00000 985.00| 1079.74000 1079.74| 2188.00000 2188.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0100 805-01842 5.000 EACH | 875.00000 4375.00| 959.16000 4795.80| 965.00000 4825.00 HANDHOLE, SIGNAL | | | 0101 805-02328 1652.000 m | 1.70000 2808.40| 1.86000 3072.72| 2.00000 3304.00 SIGNAL CABLE, 1C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -15 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624 |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 805-78230 5.000 EACH | 950.00000 4750.00| 1041.37000 5206.85| 1050.00000 5250.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0103 805-78420 4.000 EACH | 257.00000 1028.00| 281.72000 1126.88| 283.00000 1132.00 DISCONNECT HANGER | | | 0104 805-78485 117.000 m | 4.75000 555.75| 5.21000 609.57| 5.24000 613.08 SIGNAL CABLE, 5C 14GA | | | 0105 805-78490 242.000 m | 5.60000 1355.20| 6.14000 1485.88| 6.17000 1493.14 SIGNAL CABLE, 7C 14GA | | | 0106 805-78510 1058.000 m | 2.40000 2539.20| 2.63000 2782.54| 2.65000 2803.70 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0107 805-78785 13.000 EACH | 800.00000 10400.00| 876.95000 11400.35| 882.00000 11466.00 SIGNAL DETECTOR HOUSING | | | 0108 805-78795 579.000 m | 21.00000 12159.00| 23.02000 13328.58| 23.00000 13317.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0109 805-92504 13.000 EACH | 250.00000 3250.00| 274.05000 3562.65| 276.00000 3588.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0110 807-01603 1.000 EACH | 4650.00000 4650.00| 5097.25000 5097.25| 5127.00000 5127.00 SERVICE POINT, TYPE II | | | 0111 807-02191 5.000 EACH | 875.00000 4375.00| 959.16000 4795.80| 965.00000 4825.00 HANDHOLE, LIGHTING | | | 0112 807-02193 9.000 EACH | 1050.00000 9450.00| 1150.99000 10358.91| 1157.00000 10413.00 LIGHT STANDARD FOUNDATION, 915 mm | | | DIAMETER X 2450 mm | | | 0113 807-04243 9.000 EACH | 2100.00000 18900.00| 2301.99000 20717.91| 2315.00000 20835.00 DECORATIVE POSTS AND LIGHTING | | | 0114 807-06592 438.000 m | 38.50000 16863.00| 42.20000 18483.60| 42.45000 18593.10 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0115 807-09637 65.300 m | 26.00000 1697.80| 28.50000 1861.05| 29.00000 1893.70 WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0116 807-09638 226.000 m | 26.00000 5876.00| 28.50000 6441.00| 29.00000 6554.00 WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0117 807-86889 85.000 m | 2.40000 204.00| 2.63000 223.55| 2.65000 225.25 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0118 807-86910 9.000 EACH | 35.00000 315.00| 38.37000 345.33| 38.59000 347.31 CONNECTOR KIT, UNFUSED | | | 0119 807-86915 9.000 EACH | 37.00000 333.00| 40.56000 365.04| 40.80000 367.20 CONNECTOR KIT, FUSED | | | 0120 807-86925 26.000 EACH | 21.00000 546.00| 23.02000 598.52| 23.15000 601.90 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -16 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624 |RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 807-86935 38.000 EACH | 15.00000 570.00| 16.44000 624.72| 16.50000 627.00 INSULATING LINK, WATERPROOFED | | | 0122 808-06701 245.000 m | 1.65000 404.25| 1.81000 443.45| 1.80000 441.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | | mm | | | 0123 808-06703 360.000 m | 1.65000 594.00| 1.81000 651.60| 1.80000 648.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0124 808-09506 4.000 EACH | 90.00000 360.00| 98.66000 394.64| 99.00000 396.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD(YIELD) | | | 0125 808-74815 48.000 m | 5.00000 240.00| 5.48000 263.04| 5.50000 264.00 TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK LINE 300 mm | | | 0126 808-75240 218.000 m | 1.65000 359.70| 1.81000 394.58| 1.80000 392.40 LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | | mm | | | 0127 808-75245 1758.000 m | 1.65000 2900.70| 1.81000 3181.98| 1.80000 3164.40 LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | | mm | | | 0128 808-75297 70.000 m | 10.50000 735.00| 11.51000 805.70| 11.58000 810.60 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 600 mm | | | 0129 808-75300 95.000 m | 10.00000 950.00| 10.96000 1041.20| 11.00000 1045.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0130 808-75320 16.000 EACH | 65.00000 1040.00| 71.25000 1140.00| 71.00000 1136.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0131 808-75325 9.000 EACH | 75.00000 675.00| 82.21000 739.89| 80.00000 720.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0132 808-92027 351.000 m | 2.80000 982.80| 3.07000 1077.57| 3.00000 1053.00 LINE, THERMO, SOLID, YELLOW, 200 mm | | | 0133 808-96016 27.000 m | 5.00000 135.00| 5.48000 147.96| 5.25000 141.75 LINE, THERMOPLASTIC SOLID, YELLOW, 300 | | | mm | | | 0134 808-98796 27.000 m | 10.00000 270.00| 10.96000 295.92| 11.00000 297.00 LINE, THERMOPLASTIC DOTTED WHITE 100 mm | | | , 600 mm LINE, 1220 mm GAP | | | 0135 802-05702 10.400 m | 36.00000 374.40| 39.46000 410.38| 40.00000 416.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | SECTION TOTALS | $ 3,115,965.00| $ 3,155,558.03| $ 3,522,189.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,115,965.00| $ 3,155,558.03| $ 3,522,189.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -17 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1151771 |( ) |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 25275.00000 25275.00| 21000.00000 21000.00| 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 | 150000.00000 150000.00| 156000.00000 156000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 40000.00000 40000.00| 99000.00000 99000.00| CLEARING RIGHT OF WAY | | | 0010 202-02240 145.000 m2 | 18.00000 2610.00| 20.00000 2900.00| PAVEMENT REMOVAL | | | 0011 202-02278 68.900 m | 27.00000 1860.30| 21.00000 1446.90| CURB, CONCRETE, REMOVE | | | 0012 202-02637 6.000 m | 325.00000 1950.00| 300.00000 1800.00| PIPE, ABANDON AND GROUT | | | 0013 202-74035 19.000 EACH | 21.60000 410.40| 20.00000 380.00| SIGN, REMOVE | | | 0014 202-91385 1.000 EACH | 880.00000 880.00| 531.00000 531.00| INLET, REMOVE | | | 0015 202-91840 160.200 m | 16.00000 2563.20| 15.00000 2403.00| FENCE, CHAIN LINK, REMOVE | | | 0016 202-96133 37.000 m | 50.00000 1850.00| 70.00000 2590.00| PIPE, REMOVE | | | 0017 202-96430 LUMP | 2000.00000 2000.00| 1900.00000 1900.00| FENCE AND POSTS, REMOVE | | | 0018 203-02000 15698.000 m3 | 20.00000 313960.00| 23.00000 361054.00| EXCAVATION, COMMON | | | 0019 205-03371 2.000 m3 | 380.00000 760.00| 155.00000 310.00| SEDIMENT, REMOVE | | | 0020 205-06933 3.000 EACH | 145.00000 435.00| 125.00000 375.00| TEMP DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -18 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1151771 |( ) |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06936 44.000 Mg | 231.00000 10164.00| 25.00000 1100.00| TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 265.000 m | 6.50000 1722.50| 6.00000 1590.00| TEMPORARY SILT FENCE | | | 0023 206-04301 264.400 m2 | 370.00000 97828.00| 400.00000 105760.00| SHEET PILING, STEEL, S=18.1 | | | 0024 206-93520 396.000 m2 | 330.00000 130680.00| 405.00000 160380.00| TEMPORARY SHEET PILING | | | 0025 207-08263 17620.500 m2 | 17.00000 299548.50| 20.00000 352410.00| SUBGRADE TREATMENT, TYPE IA | | | 0026 207-08267 1300.800 m2 | 25.00000 32520.00| 26.00000 33820.80| SUBGRADE TREATMENT, TYPE IIIA | | | 0027 211-07454 3527.000 m3 | 40.00000 141080.00| 31.00000 109337.00| STRUCTURAL BACKFILL | | | 0028 303-01180 586.300 Mg | 39.00000 22865.70| 17.50000 10260.25| COMPACTED AGGREGATE, NO. 53 | | | 0029 304-07494 80.200 Mg | 126.00000 10105.20| 93.00000 7458.60| WIDENING WITH HMA, TYPE C | | | 0030 306-08034 1050.100 m2 | 6.30000 6615.63| 5.50000 5775.55| MILLING, ASPHALT, 38 mm | | | 0031 401-07327 1440.200 Mg | 77.00000 110895.40| 77.00000 110895.40| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0032 401-07397 2323.300 Mg | 67.00000 155661.10| 63.00000 146367.90| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0033 401-07407 3806.900 Mg | 56.70000 215851.23| 58.00000 220800.20| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0034 401-07423 2892.700 Mg | 59.40000 171826.38| 63.00000 182240.10| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0035 401-07429 3030.600 Mg | 65.00000 196989.00| 64.00000 193958.40| QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0036 402-07432 194.500 Mg | 100.00000 19450.00| 90.00000 17505.00| HMA SURFACE, TYPE A | | | 0037 402-07435 323.800 Mg | 106.00000 34322.80| 80.00000 25904.00| HMA INTERMEDIATE, TYPE A | | | 0038 402-07453 554.300 Mg | 106.00000 58755.80| 70.00000 38801.00| HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 31.800 Mg | 575.00000 18285.00| 100.00000 3180.00| ASPHALT FOR TACK COAT | | | 0040 604-07897 54.600 m2 | 133.00000 7261.80| 135.00000 7371.00| CURB RAMP, CONCRETE, C | | | 0041 604-07901 49.500 m2 | 145.00000 7177.50| 167.00000 8266.50| CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -19 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1151771 |( ) |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 604-07904 12.600 m2 | 160.00000 2016.00| 210.00000 2646.00| CURB RAMP, CONCRETE, L | | | 0043 605-06120 108.700 m | 68.00000 7391.60| 100.00000 10870.00| CURB, CONCRETE | | | 0044 605-06121 287.200 m | 76.00000 21827.20| 65.00000 18668.00| CURB, CONCRETE, B | | | 0045 605-06150 2046.400 m | 48.00000 98227.20| 40.00000 81856.00| CURB AND GUTTER, C, CONCRETE | | | 0046 610-07486 251.600 Mg | 125.00000 31450.00| 83.00000 20882.80| HMA FOR APPROACHES, TYPE A | | | 0047 610-08446 833.300 m2 | 52.00000 43331.60| 62.00000 51664.60| PCCP FOR APPROACHES, 150 mm | | | 0048 610-09108 62.300 m2 | 100.00000 6230.00| 120.00000 7476.00| PCCP FOR APPROACHES, 225 mm | | | 0049 611-06497 17.000 EACH | 140.00000 2380.00| 130.00000 2210.00| MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 37.000 EACH | 150.00000 5550.00| 140.00000 5180.00| RIGHT OF WAY MARKER | | | 0051 615-06505 16.000 EACH | 650.00000 10400.00| 600.00000 9600.00| MONUMENT, B | | | 0052 615-06527 1.000 EACH | 540.00000 540.00| 500.00000 500.00| MONUMENT, SECTION CORNER | | | 0053 616-02320 38.000 m2 | 7.50000 285.00| 4.00000 152.00| GEOTEXTILES | | | 0054 616-06405 15.400 Mg | 89.00000 1370.60| 30.00000 462.00| RIPRAP, REVETMENT | | | 0055 621-02770 240.000 m2 | 1.60000 384.00| 1.65000 396.00| EROSION CONTROL BLANKET | | | 0056 621-06567 147.300 kL | 0.50000 73.65| 1.00000 147.30| WATER | | | 0057 621-06575 8181.600 m2 | 3.50000 28635.60| 3.22000 26344.75| SODDING, NURSERY | | | 0058 628-09402 8.000 MOS | 2200.00000 17600.00| 2768.46000 22147.68| FIELD OFFICE, B | | | 0059 715-05024 108.000 m | 255.00000 27540.00| 775.00000 83700.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0060 715-05048 1940.000 m | 9.50000 18430.00| 11.00000 21340.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0061 715-05149 781.000 m | 110.00000 85910.00| 142.00000 110902.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0062 715-05152 257.000 m | 132.00000 33924.00| 230.00000 59110.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -20 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1151771 |( ) |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 715-05154 130.000 m | 182.00000 23660.00| 245.00000 31850.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0064 715-05156 340.000 m | 214.00000 72760.00| 290.00000 98600.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0065 715-07667 1.000 EACH | 1700.00000 1700.00| 4500.00000 4500.00| CONCRETE ANCHOR, 900 mm | | | 0066 715-08048 1.000 EACH | 59000.00000 59000.00| 40000.00000 40000.00| STORMWATER TREATMENT SYSTEM , QUALITY | | | TREATMENT UNIT | | | 0067 715-09064 1609.000 m | 4.40000 7079.60| 4.10000 6596.90| VIDEO INSPECTION FOR PIPE | | | 0068 718-06532 1000.000 m | 2.50000 2500.00| 2.40000 2400.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0069 718-52610 438.400 m3 | 44.00000 19289.60| 43.95000 19267.68| AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 5369.900 m2 | 2.00000 10739.80| 1.90000 10202.81| GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-08241 3.000 EACH | 5200.00000 15600.00| 4675.00000 14025.00| MANHOLE, K15, MODIFIED | | | 0072 720-45030 1.000 EACH | 1200.00000 1200.00| 1400.00000 1400.00| INLET, E7 | | | 0073 720-45235 1.000 EACH | 1200.00000 1200.00| 1435.00000 1435.00| CATCH BASIN, E7 | | | 0074 720-45410 19.000 EACH | 2300.00000 43700.00| 2230.00000 42370.00| MANHOLE, C4 | | | 0075 720-91050 1.000 EACH | 6500.00000 6500.00| 3900.00000 3900.00| MANHOLE, K7, MODIFIED | | | 0076 720-93409 10.000 EACH | 2000.00000 20000.00| 2285.00000 22850.00| INLET, B15, MODIFIED | | | 0077 720-93411 27.000 EACH | 2000.00000 54000.00| 2400.00000 64800.00| INLET, C15, MODIFIED | | | 0078 720-94612 7.000 EACH | 5300.00000 37100.00| 4100.00000 28700.00| MANHOLE, K4 | | | 0079 720-95422 9.000 EACH | 5300.00000 47700.00| 3100.00000 27900.00| MANHOLE, J4 | | | 0080 720-98174 21.000 EACH | 1900.00000 39900.00| 2251.00000 47271.00| INLET, B15 | | | 0081 720-98555 1.000 EACH | 1900.00000 1900.00| 2251.00000 2251.00| INLET, C15 | | | 0082 725-03133 92.200 m2 | 1000.00000 92200.00| 675.00000 62235.00| CONCRETE FACING | | | 0083 801-03290 2.000 EACH | 260.00000 520.00| 200.00000 400.00| CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -21 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1151771 |( ) |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 801-04308 3.000 EACH | 1000.00000 3000.00| 230.00000 690.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06203 4224.000 m | 2.00000 8448.00| 0.75000 3168.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0086 801-06211 1.000 EACH | 215.00000 215.00| 75.00000 75.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0087 801-06212 1.000 EACH | 270.00000 270.00| 100.00000 100.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, (ONLY) | | | 0088 801-06625 19.000 EACH | 191.00000 3629.00| 115.00000 2185.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 10.000 EACH | 225.00000 2250.00| 135.00000 1350.00| CONSTRUCTION SIGN, A | | | 0090 801-06645 6.000 EACH | 120.00000 720.00| 55.00000 330.00| CONSTRUCTION SIGN, B | | | 0091 801-06775 LUMP | 61000.00000 61000.00| 34663.88000 34663.88| MAINTAINING TRAFFIC | | | 0092 801-07119 24.400 m | 132.00000 3220.80| 30.00000 732.00| BARRICADE, III-B | | | 0093 801-53072 LUMP | 18500.00000 18500.00| 17000.00000 17000.00| TEMPORARY TRAFFIC SIGNAL | | | 0094 801-94295 3.000 EACH | 108.00000 324.00| 100.00000 300.00| SIGNAL HEAD, RELOCATE | | | 0095 802-05701 120.000 m | 47.50000 5700.00| 44.00000 5280.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0096 802-09838 18.800 m2 | 165.00000 3102.00| 153.00000 2876.40| SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | 0097 802-09840 4.300 m2 | 177.00000 761.10| 164.00000 705.20| SIGN, SHEET, WITH LEGEND 2.54mm | | | THICKNESS | | | 0098 802-09842 2.400 m2 | 203.00000 487.20| 188.00000 451.20| SIGN, SHEET, WITH LEGEND 3.18mm | | | THICKNESS | | | 0099 805-01300 1.000 EACH | 1900.00000 1900.00| 985.00000 985.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0100 805-01842 5.000 EACH | 945.00000 4725.00| 875.00000 4375.00| HANDHOLE, SIGNAL | | | 0101 805-02328 1652.000 m | 1.90000 3138.80| 1.70000 2808.40| SIGNAL CABLE, 1C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -22 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1151771 |( ) |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 805-78230 5.000 EACH | 1025.00000 5125.00| 950.00000 4750.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0103 805-78420 4.000 EACH | 278.00000 1112.00| 257.00000 1028.00| DISCONNECT HANGER | | | 0104 805-78485 117.000 m | 5.00000 585.00| 4.75000 555.75| SIGNAL CABLE, 5C 14GA | | | 0105 805-78490 242.000 m | 6.00000 1452.00| 5.60000 1355.20| SIGNAL CABLE, 7C 14GA | | | 0106 805-78510 1058.000 m | 2.60000 2750.80| 2.40000 2539.20| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0107 805-78785 13.000 EACH | 864.00000 11232.00| 800.00000 10400.00| SIGNAL DETECTOR HOUSING | | | 0108 805-78795 579.000 m | 22.70000 13143.30| 21.00000 12159.00| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0109 805-92504 13.000 EACH | 270.00000 3510.00| 250.00000 3250.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | | 0110 807-01603 1.000 EACH | 5000.00000 5000.00| 4650.00000 4650.00| SERVICE POINT, TYPE II | | | 0111 807-02191 5.000 EACH | 945.00000 4725.00| 875.00000 4375.00| HANDHOLE, LIGHTING | | | 0112 807-02193 9.000 EACH | 1100.00000 9900.00| 1050.00000 9450.00| LIGHT STANDARD FOUNDATION, 915 mm | | | DIAMETER X 2450 mm | | | 0113 807-04243 9.000 EACH | 2200.00000 19800.00| 2100.00000 18900.00| DECORATIVE POSTS AND LIGHTING | | | 0114 807-06592 438.000 m | 41.50000 18177.00| 38.50000 16863.00| CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0115 807-09637 65.300 m | 28.00000 1828.40| 26.00000 1697.80| WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0116 807-09638 226.000 m | 28.00000 6328.00| 26.00000 5876.00| WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0117 807-86889 85.000 m | 2.60000 221.00| 2.40000 204.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0118 807-86910 9.000 EACH | 38.00000 342.00| 35.00000 315.00| CONNECTOR KIT, UNFUSED | | | 0119 807-86915 9.000 EACH | 40.00000 360.00| 37.00000 333.00| CONNECTOR KIT, FUSED | | | 0120 807-86925 26.000 EACH | 23.00000 598.00| 21.00000 546.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 344 -23 TABULATION OF BIDS CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0999231 |( 8 ) 35-1151771 |( ) |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 807-86935 38.000 EACH | 16.00000 608.00| 15.00000 570.00| INSULATING LINK, WATERPROOFED | | | 0122 808-06701 245.000 m | 2.00000 490.00| 1.65000 404.25| LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | | mm | | | 0123 808-06703 360.000 m | 2.00000 720.00| 1.65000 594.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0124 808-09506 4.000 EACH | 243.00000 972.00| 90.00000 360.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD(YIELD) | | | 0125 808-74815 48.000 m | 9.00000 432.00| 5.00000 240.00| TRANSVERSE MARKING THERMOPLASTIC | | | CROSSWALK LINE 300 mm | | | 0126 808-75240 218.000 m | 2.00000 436.00| 1.65000 359.70| LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | | mm | | | 0127 808-75245 1758.000 m | 2.00000 3516.00| 1.65000 2900.70| LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | | mm | | | 0128 808-75297 70.000 m | 18.50000 1295.00| 10.50000 735.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 600 mm | | | 0129 808-75300 95.000 m | 4.50000 427.50| 10.00000 950.00| TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0130 808-75320 16.000 EACH | 120.00000 1920.00| 65.00000 1040.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0131 808-75325 9.000 EACH | 156.00000 1404.00| 75.00000 675.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | | 0132 808-92027 351.000 m | 3.80000 1333.80| 2.80000 982.80| LINE, THERMO, SOLID, YELLOW, 200 mm | | | 0133 808-96016 27.000 m | 9.00000 243.00| 5.00000 135.00| LINE, THERMOPLASTIC SOLID, YELLOW, 300 | | | mm | | | 0134 808-98796 27.000 m | 2.00000 54.00| 10.00000 270.00| LINE, THERMOPLASTIC DOTTED WHITE 100 mm | | | , 600 mm LINE, 1220 mm GAP | | | 0135 802-05702 10.400 m | 39.00000 405.60| 36.00000 374.40| SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | SECTION TOTALS | $ 3,537,748.19| $ 3,652,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,537,748.19| $ 3,652,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 350 -1 VENDOR RANKING CALL ORDER : 350 CONTRACT ID : R -32991-A COUNTIES : HANCOCK LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : DEMOLITION, HOUSES AND BUILDINGS, REMOVE COMPLETION DATE : 08/31/10 LOCATION : ON US 40 AT RP 091+0065 PROJECT(S) : 0902024 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYANS HAULING & EXCAVATING $ 15,070.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 20,682.35 137.2419% 3 35-1817574 YARDBERRY LANDSCAPE $ 27,774.50 184.3033% 4 35-1841857 CRI CONSTRUCTION INC $ 34,611.00 229.6682% 5 35-1636776 LINKEL COMPANY $ 37,934.00 251.7186% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 350 -2 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -32991-A COUNTIES : HANCOCK LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1128289 |( 3 ) 35-1817574 |BRYANS HAULING & EXCAVATING |BEATY CONSTRUCTION INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 1250.00000 1250.00| 2000.00000 2000.00| 1325.00000 1325.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-02245 3.000 EACH | 100.00000 300.00| 250.00000 750.00| 300.00000 900.00 TREE, 6 IN, REMOVE | | | 0006 201-02260 3.000 EACH | 100.00000 300.00| 1800.00000 5400.00| 850.00000 2550.00 TREE, 30 IN, REMOVE | | | 0007 201-52370 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0008 202-03000 LUMP | 9200.00000 9200.00| 7776.05000 7776.05| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 8 | | | 0009 205-06937 277.000 LFT | 1.00000 277.00| 2.90000 803.30| 4.50000 1246.50 TEMPORARY SILT FENCE | | | 0010 621-01004 2.000 EACH | 50.00000 100.00| 100.00000 200.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0011 621-06559 3000.000 SYS | 0.10000 300.00| 0.75000 2250.00| 1.00000 3000.00 MULCHED SEEDING, R | | | 0012 801-03290 2.000 EACH | 420.00000 840.00| 250.00000 500.00| 375.00000 750.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 15,070.00| $ 20,682.35| $ 27,774.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,070.00| $ 20,682.35| $ 27,774.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 350 -3 TABULATION OF BIDS CALL ORDER : 350 CONTRACT ID : R -32991-A COUNTIES : HANCOCK LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1636776 |( ) |CRI CONSTRUCTION INC |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 1500.00000 1500.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-02245 3.000 EACH | 300.00000 900.00| 500.00000 1500.00| TREE, 6 IN, REMOVE | | | 0006 201-02260 3.000 EACH | 700.00000 2100.00| 1300.00000 3900.00| TREE, 30 IN, REMOVE | | | 0007 201-52370 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0008 202-03000 LUMP | 17500.00000 17500.00| 13000.00000 13000.00| HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 8 | | | 0009 205-06937 277.000 LFT | 4.00000 1108.00| 3.00000 831.00| TEMPORARY SILT FENCE | | | 0010 621-01004 2.000 EACH | 1800.00000 3600.00| 200.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0011 621-06559 3000.000 SYS | 1.30000 3900.00| 1.00000 3000.00| MULCHED SEEDING, R | | | 0012 801-03290 2.000 EACH | 500.00000 1000.00| 150.00000 300.00| CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 34,611.00| $ 37,934.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 34,611.00| $ 37,934.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 360 -1 VENDOR RANKING CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 11/30/10 LOCATION : ON COOLSPRINGS AVENUE STREAM MITIGATION PROJECT(S) : 0902160 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES INC $ 244,032.10 100.0000% 2 35-1489621 HRP CONSTRUCTION INC $ 316,501.10 129.6965% 3 35-1569222 GRIMMER CONSTRUCTION INC $ 373,706.20 153.1381% 4 35-1636776 LINKEL COMPANY $ 386,678.50 158.4539% 5 35-1058916 WOODRUFF & SONS INC $ 546,724.00 224.0377% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 360 -2 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1489621 |( 3 ) 35-1569222 |PIONEER ASSOCIATES INC |HRP CONSTRUCTION INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRNMENTAL MITIGATION | | | 0001 105-06845 LUMP | 2900.00000 2900.00| 12950.00000 12950.00| 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 18000.00000 18000.00| 15000.00000 15000.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 9000.00000 9000.00| 2000.00000 2000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 8.000 CYS | 25.00000 200.00| 100.00000 800.00| 131.00000 1048.00 EXCAVATION, COMMON | | | 0009 205-09543 100.000 TON | 40.00000 4000.00| 90.00000 9000.00| 24.20000 2420.00 NO 2 STONE | | | 0010 207-08266 135.000 SYS | 20.00000 2700.00| 40.00000 5400.00| 27.80000 3753.00 SUBGRADE TREATMENT, TYPE III | | | 0011 402-07432 11.000 TON | 226.00000 2486.00| 226.00000 2486.00| 163.00000 1793.00 HMA SURFACE, TYPE A | | | 0012 402-07435 18.500 TON | 134.00000 2479.00| 134.00000 2479.00| 163.00000 3015.50 HMA INTERMEDIATE, TYPE A | | | 0013 402-07440 26.000 TON | 112.00000 2912.00| 112.00000 2912.00| 163.00000 4238.00 HMA BASE, TYPE A | | | 0014 616-02320 317.000 SYS | 4.00000 1268.00| 6.00000 1902.00| 1.60000 507.20 GEOTEXTILES | | | 0015 616-05688 130.000 TON | 70.00000 9100.00| 80.00000 10400.00| 127.00000 16510.00 RIPRAP, CLASS 1 | | | 0016 616-06451 100.000 TON | 100.00000 10000.00| 80.00000 8000.00| 159.00000 15900.00 RIPRAP, UNIFORM | | | 0017 616-07266 700.000 LFT | 69.00000 48300.00| 69.00000 48300.00| 75.00000 52500.00 COIR ROLL , LOGS | | | 0018 621-01004 3.000 EACH | 250.00000 750.00| 250.00000 750.00| 272.00000 816.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-01597 195.000 SYS | 10.05000 1959.75| 10.05000 1959.75| 10.90000 2125.50 EROSION CONTROL, MAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 360 -3 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1489621 |( 3 ) 35-1569222 |PIONEER ASSOCIATES INC |HRP CONSTRUCTION INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 621-04258 11.500 LBS | 471.00000 5416.50| 471.00000 5416.50| 512.00000 5888.00 SEED MIXTURE , LOW PROFILE FAIRWAY | | | 0021 621-04258 75.000 LBS | 249.00000 18675.00| 249.00000 18675.00| 271.00000 20325.00 SEED MIXTURE , WET TALLGRASS PRAIRIE | | | 0022 621-04258 1.650 LBS | 2314.00000 3818.10| 2314.00000 3818.10| 2520.00000 4158.00 SEED MIXTURE , WET WOODED STREAMBANK | | | 0023 621-06565 4.750 TON | 545.00000 2588.75| 545.00000 2588.75| 592.00000 2812.00 MULCHING MATERIAL | | | 0024 622-52436 44.000 EACH | 40.00000 1760.00| 40.00000 1760.00| 43.50000 1914.00 SIGN, DO NOT MOW OR SPRAY | | | 0025 628-09408 3.000 MOS | 250.00000 750.00| 500.00000 1500.00| 606.00000 1818.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0026 628-09409 3.000 MOS | 220.00000 660.00| 150.00000 450.00| 121.00000 363.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0027 714-26718 40.000 LFT | 1465.00000 58600.00| 2500.00000 100000.00| 2155.00000 86200.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 10FT X 6FT | | | 0028 715-02580 1.000 EACH | 5750.00000 5750.00| 4500.00000 4500.00| 2480.00000 2480.00 VALVE WITH BOX, RESTRAINED, BUTTERFLY, | | | DUCTILE IRON, 12 IN. | | | 0029 715-07794 2.000 EACH | 1230.00000 2460.00| 2700.00000 5400.00| 2350.00000 4700.00 WATER MAIN CONNECTIONS | | | 0030 715-92544 310.000 LFT | 54.00000 16740.00| 110.00000 34100.00| 145.00000 44950.00 WATER MAIN, DUCTILE IRON, 12 IN | | | 0031 211-02050 135.000 CYS | 33.00000 4455.00| 50.00000 6750.00| 21.80000 2943.00 B BORROW | | | 0032 211-09268 45.000 CYS | 140.00000 6300.00| 160.00000 7200.00| 145.00000 6525.00 STRUCTURAL BACKFILL, TYPE 5 | | | SECTION TOTALS | $ 244,032.10| $ 316,501.10| $ 373,706.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 244,032.10| $ 316,501.10| $ 373,706.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 360 -4 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1636776 |( 5 ) 35-1058916 |( ) |LINKEL COMPANY |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRNMENTAL MITIGATION | | | 0001 105-06845 LUMP | 100000.00000 100000.00| 25140.00000 25140.00| 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0006 110-01001 LUMP | 50000.00000 50000.00| 53000.50000 53000.50| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 50000.00000 50000.00| 30000.00000 30000.00| CLEARING RIGHT OF WAY | | | 0008 203-02000 8.000 CYS | 30.00000 240.00| 450.00000 3600.00| EXCAVATION, COMMON | | | 0009 205-09543 100.000 TON | 25.00000 2500.00| 40.00000 4000.00| NO 2 STONE | | | 0010 207-08266 135.000 SYS | 10.00000 1350.00| 40.00000 5400.00| SUBGRADE TREATMENT, TYPE III | | | 0011 402-07432 11.000 TON | 250.00000 2750.00| 250.00000 2750.00| HMA SURFACE, TYPE A | | | 0012 402-07435 18.500 TON | 180.00000 3330.00| 150.00000 2775.00| HMA INTERMEDIATE, TYPE A | | | 0013 402-07440 26.000 TON | 125.00000 3250.00| 125.00000 3250.00| HMA BASE, TYPE A | | | 0014 616-02320 317.000 SYS | 1.00000 317.00| 4.00000 1268.00| GEOTEXTILES | | | 0015 616-05688 130.000 TON | 70.00000 9100.00| 80.00000 10400.00| RIPRAP, CLASS 1 | | | 0016 616-06451 100.000 TON | 65.00000 6500.00| 85.00000 8500.00| RIPRAP, UNIFORM | | | 0017 616-07266 700.000 LFT | 100.00000 70000.00| 72.00000 50400.00| COIR ROLL , LOGS | | | 0018 621-01004 3.000 EACH | 1000.00000 3000.00| 262.00000 786.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-01597 195.000 SYS | 4.00000 780.00| 11.00000 2145.00| EROSION CONTROL, MAT | | | 0020 621-04258 11.500 LBS | 50.00000 575.00| 464.00000 5336.00| SEED MIXTURE , LOW PROFILE FAIRWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 360 -5 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1636776 |( 5 ) 35-1058916 |( ) |LINKEL COMPANY |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 621-04258 75.000 LBS | 50.00000 3750.00| 261.00000 19575.00| SEED MIXTURE , WET TALLGRASS PRAIRIE | | | 0022 621-04258 1.650 LBS | 50.00000 82.50| 2430.00000 4009.50| SEED MIXTURE , WET WOODED STREAMBANK | | | 0023 621-06565 4.750 TON | 100.00000 475.00| 572.00000 2717.00| MULCHING MATERIAL | | | 0024 622-52436 44.000 EACH | 100.00000 4400.00| 42.00000 1848.00| SIGN, DO NOT MOW OR SPRAY | | | 0025 628-09408 3.000 MOS | 200.00000 600.00| 325.00000 975.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0026 628-09409 3.000 MOS | 100.00000 300.00| 175.00000 525.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0027 714-26718 40.000 LFT | 1000.00000 40000.00| 5500.00000 220000.00| STRUCTURE, PRECAST, RC, BOX SECTION | | | 10FT X 6FT | | | 0028 715-02580 1.000 EACH | 5000.00000 5000.00| 3000.00000 3000.00| VALVE WITH BOX, RESTRAINED, BUTTERFLY, | | | DUCTILE IRON, 12 IN. | | | 0029 715-07794 2.000 EACH | 2500.00000 5000.00| 5000.00000 10000.00| WATER MAIN CONNECTIONS | | | 0030 715-92544 310.000 LFT | 50.00000 15500.00| 200.00000 62000.00| WATER MAIN, DUCTILE IRON, 12 IN | | | 0031 211-02050 135.000 CYS | 25.00000 3375.00| 58.00000 7830.00| B BORROW | | | 0032 211-09268 45.000 CYS | 100.00000 4500.00| 122.00000 5490.00| STRUCTURAL BACKFILL, TYPE 5 | | | SECTION TOTALS | $ 386,678.50| $ 546,724.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 386,678.50| $ 546,724.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 366 -1 VENDOR RANKING CALL ORDER : 366 CONTRACT ID : R -33063-C COUNTIES : MARION LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : LANDSCAPING COMPLETION DATE : 11/15/10 LOCATION : ALONG I-70 AT SAM JONES, HARDING STREET, WEST STREET, PROJECT(S) : 9999238 ILLINOIS STREET, AND MERIDIAN STREET INTERCHANGES ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1636776 LINKEL COMPANY $ 945,924.50 100.0000% 2 35-1841857 CRI CONSTRUCTION INC $ 987,776.40 104.4244% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 366 -2 TABULATION OF BIDS CALL ORDER : 366 CONTRACT ID : R -33063-C COUNTIES : MARION LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1636776 |( 2 ) 35-1841857 |( ) |LINKEL COMPANY |CRI CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP | 130000.00000 130000.00| 41000.00000 41000.00| 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 | 100000.00000 100000.00| 49000.00000 49000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-01015 LUMP | 100000.00000 100000.00| 36200.00000 36200.00| CLEARING AND GRUBBING | | | 0008 205-06931 500.000 TON | 20.00000 10000.00| 40.00000 20000.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06933 23.000 EACH | 100.00000 2300.00| 152.00000 3496.00| TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 19851.000 LFT | 1.50000 29776.50| 1.30000 25806.30| TEMPORARY SILT FENCE | | | 0012 205-09543 788.000 TON | 10.00000 7880.00| 69.00000 54372.00| NO 2 STONE | | | 0013 616-06451 335.000 TON | 20.00000 6700.00| 58.00000 19430.00| RIPRAP, UNIFORM | | | 0014 616-06451 246.000 TON | 25.00000 6150.00| 98.00000 24108.00| RIPRAP, UNIFORM , DECORATIVE | | | 0015 621-01004 1.000 EACH | 2000.00000 2000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 9866.000 SYS | 1.00000 9866.00| 1.25000 12332.50| MULCHED SEEDING, R | | | 0017 621-06567 8500.000 kGAL | 1.00000 8500.00| 0.30000 2550.00| WATER | | | 0018 621-09902 60.000 EACH | 25.00000 1500.00| 100.00000 6000.00| SOIL LAB TESTING | | | 0019 621-09903 134.000 EACH | 25.00000 3350.00| 225.00000 30150.00| PERCOLATION TEST | | | 0020 621-09904 134.000 EACH | 25.00000 3350.00| 200.00000 26800.00| DENSITY TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 366 -3 TABULATION OF BIDS CALL ORDER : 366 CONTRACT ID : R -33063-C COUNTIES : MARION LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1636776 |( 2 ) 35-1841857 |( ) |LINKEL COMPANY |CRI CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 621-09905 4099.000 LBS | 1.00000 4099.00| 2.10000 8607.90| SULFUR | | | 0022 621-09906 5.220 ACRE | 500.00000 2610.00| 2100.00000 10962.00| SEED MIXTURE, PRAIRIE SEED | | | 0023 621-09907 LUMP | 100000.00000 100000.00| 71000.00000 71000.00| STAGING PLAN AND PREPARATION | | | 0024 621-09908 6096.000 CYS | 12.00000 73152.00| 41.00000 249936.00| SOIL , AMENDMENT MIXTURE, SPREAD | | | 0025 621-09908 76.000 CYS | 10.00000 760.00| 45.00000 3420.00| SOIL , AMENDMENT MIXTURE, STOCKPILE | | | 0026 621-09909 53369.000 SYS | 0.50000 26684.50| 0.50000 26684.50| SOIL , COMPACTION | | | 0027 621-09909 38402.000 SYS | 0.50000 19201.00| 0.90000 34561.80| SOIL , DECOMPACTION, 18 IN. | | | 0028 621-09909 53369.000 SYS | 0.50000 26684.50| 0.80000 42695.20| SOIL , INCORPORATION / ROTOTILL, 8 IN. | | | 0029 621-98038 2658.000 CYS | 28.00000 74424.00| 19.00000 50502.00| MULCH, HARDWOOD SHREDDED BARK | | | 0030 622-52436 138.000 EACH | 65.00000 8970.00| 65.00000 8970.00| SIGN, DO NOT MOW OR SPRAY | | | 0031 624-92647 11.410 ACRE | 300.00000 3423.00| 420.00000 4792.20| HERBICIDE TREATMENT | | | 0032 702-03607 13.000 EACH | 100.00000 1300.00| 489.00000 6357.00| CORED HOLE IN CONCRETE | | | 0033 715-05048 5357.000 LFT | 3.00000 16071.00| 4.00000 21428.00| PIPE, TYPE 4, CIRCULAR, 6 IN | | | 0034 715-05171 330.000 LFT | 40.00000 13200.00| 38.00000 12540.00| PIPE, TYPE 3, CIRCULAR, 18 IN | | | 0035 718-06529 11.000 EACH | 400.00000 4400.00| 300.00000 3300.00| OUTLET PROTECTOR, 2 | | | 0036 718-52610 404.000 CYS | 10.00000 4040.00| 52.00000 21008.00| AGGREGATE FOR UNDERDRAINS | | | 0037 801-03290 33.000 EACH | 285.00000 9405.00| 122.00000 4026.00| CONSTRUCTION SIGN, C | | | 0038 801-06625 27.000 EACH | 115.00000 3105.00| 90.00000 2430.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 177.000 EACH | 139.00000 24603.00| 75.00000 13275.00| CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 90000.00000 90000.00| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | 0041 801-07118 216.000 LFT | 16.00000 3456.00| 17.00000 3672.00| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 366 -4 TABULATION OF BIDS CALL ORDER : 366 CONTRACT ID : R -33063-C COUNTIES : MARION LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1636776 |( 2 ) 35-1841857 |( ) |LINKEL COMPANY |CRI CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 801-09133 2.000 EACH | 4500.00000 9000.00| 4975.00000 9950.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0043 802-04314 298.000 EACH | 20.00000 5960.00| 45.00000 13410.00| SIGN , TEMPORARY, PLANT MATERIAL | | | STAGING, | | | SECTION TOTALS | $ 945,924.50| $ 987,776.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 945,924.50| $ 987,776.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -1 VENDOR RANKING CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 10/29/10 LOCATION : ON CR 1025N AT TOWER RIDGE ROAD PROJECT(S) : 0233001 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 405,899.47 100.0000% 2 35-2155873 KINGS TRUCKING & EXCAVATION INC $ 435,579.89 107.3123% 3 35-1801998 CLR INC $ 440,521.95 108.5298% 4 35-1673827 H E HENDERSON INC $ 444,176.84 109.4303% 5 38-3806996 HIS CONSTRUCTORS INC $ 446,850.20 110.0889% 6 35-1385672 FORCE CONSTRUCTION CO INC $ 528,818.42 130.2831% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 572,476.13 141.0389% 8 35-1357381 DAVE OMARA CONTRACTOR INC $ 578,257.35 142.4632% 9 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 681,907.86 167.9992% 10 35-1212938 ATLAS EXCAVATING INC $ 767,252.00 189.0251% 11 35-1636776 LINKEL COMPANY $ 769,000.00 189.4558% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -2 TABULATION OF BIDS CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2155873 |( 3 ) 35-1801998 |CRIDER & CRIDER INC |KINGS TRUCKING & EXCAVATION |CLR 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 | 6500.00000 6500.00| 1465.34000 1465.34| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 68.00000 68.00| 183.17000 183.17| 75.00000 75.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 5.000 MOS | 68.00000 340.00| 116.01000 580.05| 45.00000 225.00 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 | 20295.84000 20295.84| 25032.96000 25032.96| 23200.00000 23200.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 4059.17000 4059.17| 36040.92000 36040.92| 2320.00000 2320.00 CLEARING RIGHT OF WAY | | | 0011 202-02241 1177.000 LFT | 3.49000 4107.73| 2.90000 3413.30| 3.00000 3531.00 GUARDRAIL, REMOVE | | | 0012 203-02020 5842.000 CYS | 8.20000 47904.40| 16.08000 93939.36| 10.35000 60464.70 EXCAVATION, UNCLASSIFIED | | | 0013 205-02770 1415.000 SYS | 1.25000 1768.75| 1.83000 2589.45| 1.25000 1768.75 EROSION CONTROL BLANKET | | | 0014 205-06937 500.000 LFT | 2.40000 1200.00| 3.66000 1830.00| 5.00000 2500.00 TEMPORARY SILT FENCE | | | 0015 211-02050 215.000 CYS | 38.00000 8170.00| 25.34000 5448.10| 50.00000 10750.00 B BORROW | | | 0016 211-09265 1065.000 CYS | 35.50000 37807.50| 24.31000 25890.15| 26.00000 27690.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0017 301-07448 200.000 TON | 15.50000 3100.00| 20.61000 4122.00| 23.00000 4600.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 601-94689 4.000 EACH | 2400.00000 9600.00| 2759.73000 11038.92| 3500.00000 14000.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 1177.000 LFT | 19.00000 22363.00| 18.99000 22351.23| 17.50000 20597.50 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -3 TABULATION OF BIDS CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2155873 |( 3 ) 35-1801998 |CRIDER & CRIDER INC |KINGS TRUCKING & EXCAVATION |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-02320 372.000 SYS | 2.09000 777.48| 3.23000 1201.56| 5.00000 1860.00 GEOTEXTILES | | | 0021 616-05688 194.000 TON | 37.50000 7275.00| 27.50000 5335.00| 55.00000 10670.00 RIPRAP, CLASS 1 , MODIFIED | | | 0022 616-06451 66.000 TON | 77.00000 5082.00| 94.54000 6239.64| 47.00000 3102.00 RIPRAP, UNIFORM | | | 0023 616-06451 66.000 TON | 79.50000 5247.00| 96.04000 6338.64| 50.00000 3300.00 RIPRAP, UNIFORM , MODIFIED | | | 0024 621-01004 1.000 EACH | 500.00000 500.00| 732.67000 732.67| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 2000.000 SYS | 0.32000 640.00| 1.04000 2080.00| 0.31000 620.00 MULCHED SEEDING, R , UNDISTRIBUTED | | | 0026 628-09402 5.000 MOS | 1680.00000 8400.00| 2039.27000 10196.35| 1200.00000 6000.00 FIELD OFFICE, B | | | 0027 628-09407 5.000 MOS | 227.00000 1135.00| 274.75000 1373.75| 125.00000 625.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0028 702-51863 32.000 EACH | 14.00000 448.00| 12.21000 390.72| 30.00000 960.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 702-90915 6.000 CYS | 824.00000 4944.00| 370.95000 2225.70| 300.00000 1800.00 CONCRETE, CLASS A | | | 0030 703-06028 142.000 LBS | 0.80000 113.60| 0.79000 112.18| 12.00000 1704.00 REINFORCING BARS | | | 0031 714-06572 120.000 LFT | 1290.00000 154800.00| 1056.30000 126756.00| 1560.00000 187200.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0032 714-08514 363.000 SFT | 104.00000 37752.00| 51.24000 18600.12| 95.00000 34485.00 WINGWALL | | | 0033 714-09726 72.000 SFT | 80.50000 5796.00| 40.46000 2913.12| 95.00000 6840.00 HEADWALL | | | 0034 801-03290 2.000 EACH | 225.00000 450.00| 360.23000 720.46| 175.00000 350.00 CONSTRUCTION SIGN, C | | | 0035 801-04308 2.000 EACH | 350.00000 700.00| 238.12000 476.24| 525.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06625 4.000 EACH | 120.00000 480.00| 169.74000 678.96| 175.00000 700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 8.000 EACH | 195.00000 1560.00| 206.37000 1650.96| 285.00000 2280.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP | 2050.00000 2050.00| 12943.87000 12943.87| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0039 801-07118 40.000 LFT | 11.50000 460.00| 17.10000 684.00| 16.85000 674.00 BARRICADE, III-A | | | SECTION TOTALS | $ 405,899.47| $ 435,579.89| $ 440,521.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 405,899.47| $ 435,579.89| $ 440,521.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -4 TABULATION OF BIDS CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 38-3806996 |( 6 ) 35-1385672 |H E HENDERSON INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO 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 | 4540.58000 4540.58| 1150.00000 1150.00| 1200.00000 1200.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 85.60000 85.60| 175.00000 175.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 5.000 MOS | 160.50000 802.50| 75.00000 375.00| 180.00000 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 110-01001 LUMP | 35680.00000 35680.00| 20000.00000 20000.00| 26439.90000 26439.90 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 7181.27000 7181.27| 2000.00000 2000.00| 14782.06000 14782.06 CLEARING RIGHT OF WAY | | | 0011 202-02241 1177.000 LFT | 2.42000 2848.34| 2.35000 2765.95| 2.30000 2707.10 GUARDRAIL, REMOVE | | | 0012 203-02020 5842.000 CYS | 17.02000 99430.84| 13.00000 75946.00| 16.28000 95107.76 EXCAVATION, UNCLASSIFIED | | | 0013 205-02770 1415.000 SYS | 1.16000 1641.40| 1.15000 1627.25| 1.10000 1556.50 EROSION CONTROL BLANKET | | | 0014 205-06937 500.000 LFT | 1.42000 710.00| 1.40000 700.00| 1.35000 675.00 TEMPORARY SILT FENCE | | | 0015 211-02050 215.000 CYS | 45.89000 9866.35| 39.00000 8385.00| 26.26000 5645.90 B BORROW | | | 0016 211-09265 1065.000 CYS | 34.25000 36476.25| 45.00000 47925.00| 60.71000 64656.15 STRUCTURAL BACKFILL, TYPE 2 | | | 0017 301-07448 200.000 TON | 23.01000 4602.00| 23.00000 4600.00| 27.33000 5466.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 601-94689 4.000 EACH | 2373.00000 9492.00| 2300.00000 9200.00| 2260.00000 9040.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 1177.000 LFT | 16.33000 19220.41| 16.00000 18832.00| 15.55000 18302.35 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -5 TABULATION OF BIDS CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 38-3806996 |( 6 ) 35-1385672 |H E HENDERSON INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-02320 372.000 SYS | 5.35000 1990.20| 2.50000 930.00| 4.29000 1595.88 GEOTEXTILES | | | 0021 616-05688 194.000 TON | 54.64000 10600.16| 75.00000 14550.00| 36.89000 7156.66 RIPRAP, CLASS 1 , MODIFIED | | | 0022 616-06451 66.000 TON | 112.40000 7418.40| 85.00000 5610.00| 53.82000 3552.12 RIPRAP, UNIFORM | | | 0023 616-06451 66.000 TON | 112.40000 7418.40| 115.00000 7590.00| 53.82000 3552.12 RIPRAP, UNIFORM , MODIFIED | | | 0024 621-01004 1.000 EACH | 525.00000 525.00| 510.00000 510.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 2000.000 SYS | 0.34000 680.00| 0.33000 660.00| 0.32000 640.00 MULCHED SEEDING, R , UNDISTRIBUTED | | | 0026 628-09402 5.000 MOS | 1926.00000 9630.00| 2000.00000 10000.00| 1983.59000 9917.95 FIELD OFFICE, B | | | 0027 628-09407 5.000 MOS | 267.50000 1337.50| 250.00000 1250.00| 432.50000 2162.50 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0028 702-51863 32.000 EACH | 25.42000 813.44| 13.00000 416.00| 21.93000 701.76 FIELD DRILLED HOLE IN CONCRETE | | | 0029 702-90915 6.000 CYS | 1633.43000 9800.58| 1650.00000 9900.00| 1156.56000 6939.36 CONCRETE, CLASS A | | | 0030 703-06028 142.000 LBS | 4.12000 585.04| 4.00000 568.00| 7.09000 1006.78 REINFORCING BARS | | | 0031 714-06572 120.000 LFT | 1041.44000 124972.80| 1350.00000 162000.00| 1618.07000 194168.40 STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0032 714-08514 363.000 SFT | 72.54000 26332.02| 80.00000 29040.00| 87.47000 31751.61 WINGWALL | | | 0033 714-09726 72.000 SFT | 43.75000 3150.00| 30.00000 2160.00| 47.35000 3409.20 HEADWALL | | | 0034 801-03290 2.000 EACH | 236.25000 472.50| 235.00000 470.00| 225.00000 450.00 CONSTRUCTION SIGN, C | | | 0035 801-04308 2.000 EACH | 367.50000 735.00| 365.00000 730.00| 350.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06625 4.000 EACH | 126.00000 504.00| 125.00000 500.00| 120.00000 480.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 8.000 EACH | 204.75000 1638.00| 200.00000 1600.00| 195.00000 1560.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP | 2508.06000 2508.06| 4200.00000 4200.00| 11380.36000 11380.36 MAINTAINING TRAFFIC | | | 0039 801-07118 40.000 LFT | 12.08000 483.20| 12.00000 480.00| 11.50000 460.00 BARRICADE, III-A | | | SECTION TOTALS | $ 444,176.84| $ 446,850.20| $ 528,818.42 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 444,176.84| $ 446,850.20| $ 528,818.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -6 TABULATION OF BIDS CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1357381 |( 9 ) 31-1323837 |AMERICAN CONTRACTING & SERVI |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY 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 | 3000.00000 3000.00| 2500.00000 2500.00| 81435.53000 81435.53 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 225.00000 225.00| 400.00000 400.00| 305.49000 305.49 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 5.000 MOS | 110.00000 550.00| 180.00000 900.00| 305.49000 1527.45 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 | 28623.80000 28623.80| 27000.00000 27000.00| 33684.65000 33684.65 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 2862.38000 2862.38| 16000.00000 16000.00| 26301.05000 26301.05 CLEARING RIGHT OF WAY | | | 0011 202-02241 1177.000 LFT | 2.30000 2707.10| 3.50000 4119.50| 3.39000 3990.03 GUARDRAIL, REMOVE | | | 0012 203-02020 5842.000 CYS | 27.00000 157734.00| 21.00000 122682.00| 31.92000 186476.64 EXCAVATION, UNCLASSIFIED | | | 0013 205-02770 1415.000 SYS | 1.10000 1556.50| 1.25000 1768.75| 1.30000 1839.50 EROSION CONTROL BLANKET | | | 0014 205-06937 500.000 LFT | 1.35000 675.00| 1.45000 725.00| 3.24000 1620.00 TEMPORARY SILT FENCE | | | 0015 211-02050 215.000 CYS | 61.00000 13115.00| 43.00000 9245.00| 42.91000 9225.65 B BORROW | | | 0016 211-09265 1065.000 CYS | 60.00000 63900.00| 51.00000 54315.00| 46.54000 49565.10 STRUCTURAL BACKFILL, TYPE 2 | | | 0017 301-07448 200.000 TON | 30.00000 6000.00| 20.00000 4000.00| 31.64000 6328.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 601-94689 4.000 EACH | 2260.00000 9040.00| 2400.00000 9600.00| 2711.21000 10844.84 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 1177.000 LFT | 15.55000 18302.35| 16.50000 19420.50| 24.32000 28624.64 GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -7 TABULATION OF BIDS CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1357381 |( 9 ) 31-1323837 |AMERICAN CONTRACTING & SERVI |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-02320 372.000 SYS | 2.50000 930.00| 6.00000 2232.00| 4.34000 1614.48 GEOTEXTILES | | | 0021 616-05688 194.000 TON | 44.00000 8536.00| 225.00000 43650.00| 66.73000 12945.62 RIPRAP, CLASS 1 , MODIFIED | | | 0022 616-06451 66.000 TON | 72.00000 4752.00| 110.00000 7260.00| 131.61000 8686.26 RIPRAP, UNIFORM | | | 0023 616-06451 66.000 TON | 72.00000 4752.00| 250.00000 16500.00| 137.13000 9050.58 RIPRAP, UNIFORM , MODIFIED | | | 0024 621-01004 1.000 EACH | 500.00000 500.00| 525.00000 525.00| 807.71000 807.71 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 2000.000 SYS | 0.32000 640.00| 0.35000 700.00| 1.04000 2080.00 MULCHED SEEDING, R , UNDISTRIBUTED | | | 0026 628-09402 5.000 MOS | 4700.00000 23500.00| 1950.00000 9750.00| 3065.92000 15329.60 FIELD OFFICE, B | | | 0027 628-09407 5.000 MOS | 370.00000 1850.00| 450.00000 2250.00| 350.04000 1750.20 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0028 702-51863 32.000 EACH | 18.00000 576.00| 30.00000 960.00| 23.31000 745.92 FIELD DRILLED HOLE IN CONCRETE | | | 0029 702-90915 6.000 CYS | 870.00000 5220.00| 1400.00000 8400.00| 1051.40000 6308.40 CONCRETE, CLASS A | | | 0030 703-06028 142.000 LBS | 2.00000 284.00| 1.80000 255.60| 1.57000 222.94 REINFORCING BARS | | | 0031 714-06572 120.000 LFT | 1330.00000 159600.00| 1430.00000 171600.00| 1171.37000 140564.40 STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0032 714-08514 363.000 SFT | 120.00000 43560.00| 90.00000 32670.00| 80.19000 29108.97 WINGWALL | | | 0033 714-09726 72.000 SFT | 40.00000 2880.00| 32.00000 2304.00| 65.95000 4748.40 HEADWALL | | | 0034 801-03290 2.000 EACH | 295.00000 590.00| 250.00000 500.00| 374.42000 748.84 CONSTRUCTION SIGN, C | | | 0035 801-04308 2.000 EACH | 295.00000 590.00| 370.00000 740.00| 247.50000 495.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06625 4.000 EACH | 95.00000 380.00| 135.00000 540.00| 176.42000 705.68 DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 8.000 EACH | 250.00000 2000.00| 215.00000 1720.00| 214.50000 1716.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP | 2200.00000 2200.00| 2500.00000 2500.00| 1794.49000 1794.49 MAINTAINING TRAFFIC | | | 0039 801-07118 40.000 LFT | 21.00000 840.00| 13.00000 520.00| 17.77000 710.80 BARRICADE, III-A | | | SECTION TOTALS | $ 572,476.13| $ 578,257.35| $ 681,907.86 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 572,476.13| $ 578,257.35| $ 681,907.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -8 TABULATION OF BIDS CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 10 ) 35-1212938 |( 11 ) 35-1636776 |( ) |ATLAS EXCAVATING INC |LINKEL COMPANY | 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 | 2000.00000 2000.00| 100000.00000 100000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 200.00000 200.00| 200.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 5.000 MOS | 100.00000 500.00| 100.00000 500.00| 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 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 38000.00000 38000.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0011 202-02241 1177.000 LFT | 3.00000 3531.00| 3.00000 3531.00| GUARDRAIL, REMOVE | | | 0012 203-02020 5842.000 CYS | 28.00000 163576.00| 25.00000 146050.00| EXCAVATION, UNCLASSIFIED | | | 0013 205-02770 1415.000 SYS | 2.00000 2830.00| 1.00000 1415.00| EROSION CONTROL BLANKET | | | 0014 205-06937 500.000 LFT | 2.00000 1000.00| 2.00000 1000.00| TEMPORARY SILT FENCE | | | 0015 211-02050 215.000 CYS | 30.00000 6450.00| 25.00000 5375.00| B BORROW | | | 0016 211-09265 1065.000 CYS | 30.00000 31950.00| 30.00000 31950.00| STRUCTURAL BACKFILL, TYPE 2 | | | 0017 301-07448 200.000 TON | 25.00000 5000.00| 20.00000 4000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 601-94689 4.000 EACH | 2800.00000 11200.00| 2500.00000 10000.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 1177.000 LFT | 20.00000 23540.00| 17.00000 20009.00| GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 370 -9 TABULATION OF BIDS CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 10 ) 35-1212938 |( 11 ) 35-1636776 |( ) |ATLAS EXCAVATING INC |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-02320 372.000 SYS | 2.50000 930.00| 1.00000 372.00| GEOTEXTILES | | | 0021 616-05688 194.000 TON | 50.00000 9700.00| 50.00000 9700.00| RIPRAP, CLASS 1 , MODIFIED | | | 0022 616-06451 66.000 TON | 50.00000 3300.00| 50.00000 3300.00| RIPRAP, UNIFORM | | | 0023 616-06451 66.000 TON | 50.00000 3300.00| 58.00000 3828.00| RIPRAP, UNIFORM , MODIFIED | | | 0024 621-01004 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 2000.000 SYS | 2.00000 4000.00| 0.50000 1000.00| MULCHED SEEDING, R , UNDISTRIBUTED | | | 0026 628-09402 5.000 MOS | 2000.00000 10000.00| 1500.00000 7500.00| FIELD OFFICE, B | | | 0027 628-09407 5.000 MOS | 1250.00000 6250.00| 200.00000 1000.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0028 702-51863 32.000 EACH | 100.00000 3200.00| 50.00000 1600.00| FIELD DRILLED HOLE IN CONCRETE | | | 0029 702-90915 6.000 CYS | 1000.00000 6000.00| 120.00000 720.00| CONCRETE, CLASS A | | | 0030 703-06028 142.000 LBS | 50.00000 7100.00| 5.00000 710.00| REINFORCING BARS | | | 0031 714-06572 120.000 LFT | 2500.00000 300000.00| 2000.00000 240000.00| STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0032 714-08514 363.000 SFT | 250.00000 90750.00| 100.00000 36300.00| WINGWALL | | | 0033 714-09726 72.000 SFT | 200.00000 14400.00| 120.00000 8640.00| HEADWALL | | | 0034 801-03290 2.000 EACH | 290.00000 580.00| 300.00000 600.00| CONSTRUCTION SIGN, C | | | 0035 801-04308 2.000 EACH | 290.00000 580.00| 400.00000 800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06625 4.000 EACH | 265.00000 1060.00| 125.00000 500.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 8.000 EACH | 235.00000 1880.00| 300.00000 2400.00| CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP | 3000.00000 3000.00| 48995.00000 48995.00| MAINTAINING TRAFFIC | | | 0039 801-07118 40.000 LFT | 11.00000 440.00| 25.00000 1000.00| BARRICADE, III-A | | | SECTION TOTALS | $ 767,252.00| $ 769,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 767,252.00| $ 769,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 380 -1 VENDOR RANKING CALL ORDER : 380 CONTRACT ID : R -33122-A COUNTIES : LAPORTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : PIPE LINING COMPLETION DATE : 09/30/10 LOCATION : LAPORTE COUNTY - ON US 12, 1.1 MILES WEST OF MICHIGAN PROJECT(S) : 0901805 STATE LINE AT MEER ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2097364 INDIANA RELINE INC $ 188,235.00 100.0000% 2 38-2874876 WEST MICHIGAN CABLE CONTRACTORS INC $ 258,645.00 137.4054% 3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 498,640.00 264.9029% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 380 -2 TABULATION OF BIDS CALL ORDER : 380 CONTRACT ID : R -33122-A COUNTIES : LAPORTE LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-2097364 |( 2 ) 38-2874876 |( 3 ) 35-1004746 |INDIANA RELINE INC |WEST MICHIGAN CABLE CONTRACT |TEMPLE & TEMPLE EXCAVATING & 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 | 2000.00000 2000.00| 1500.00000 1500.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 300.00000 600.00| 280.00000 560.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 150.00000 900.00| 150.00000 900.00| 140.00000 840.00 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 | 2000.00000 2000.00| 15000.00000 15000.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-01015 LUMP | 1500.00000 1500.00| 2000.00000 2000.00| 7400.00000 7400.00 CLEARING AND GRUBBING | | | 0011 628-09402 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00| 4450.00000 13350.00 FIELD OFFICE, B | | | 0012 715-09324 1.000 EACH | 25000.00000 25000.00| 5000.00000 5000.00| 95000.00000 95000.00 GRATED BOX END SECTION 1, 3:1,MIN | | | AREA46.1SF | | | 0014 801-03290 2.000 EACH | 200.00000 400.00| 500.00000 1000.00| 280.00000 560.00 CONSTRUCTION SIGN, C | | | 0015 801-06640 5.000 EACH | 200.00000 1000.00| 200.00000 1000.00| 280.00000 1400.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 2000.00000 2000.00| 1500.00000 1500.00| 10340.00000 10340.00 MAINTAINING TRAFFIC | | | 0017 804-06771 2.000 EACH | 65.00000 130.00| 320.00000 640.00| 280.00000 560.00 DELINEATOR POST, FLEXIBLE , GREY | | | 0018 725-09304 125.000 LFT | 1188.00000 148500.00| 1800.00000 225000.00| 2653.00000 331625.00 PIPE LINER, THERMOPLASTIC, 46 SFT MIN. | | | AREA 46 SQ. FT. | | | SECTION TOTALS | $ 188,235.00| $ 258,645.00| $ 498,640.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 188,235.00| $ 258,645.00| $ 498,640.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 400 -1 VENDOR RANKING CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 05/20/11 LOCATION : ON SR 120 FROM W ORLAND CORP LINE TO E ORLAND CORP AND ON PROJECT(S) : 5476009 SR 327 FROM S ORLAND CORP LINE TO N ORLAND CORP LINE 3317003 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,685,365.50 100.0000% 2 62-1492793 API CONSTRUCTION CORP $ 1,778,336.28 105.5164% 3 35-1185040 NIBLOCK EXCAVATING INC $ 1,882,810.40 111.7153% 4 35-1139301 E & B PAVING INC $ 1,958,889.51 116.2294% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 400 -2 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040 |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |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 | 15000.00000 15000.00| 75000.00000 75000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 79.95000 159.90| 130.00000 260.00| 125.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 16.000 MOS | 39.95000 639.20| 80.00000 1280.00| 75.00000 1200.00 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 | 83600.00000 83600.00| 86000.00000 86000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 110-01001 LUMP | 1000.00000 1000.00| 2400.00000 2400.00| 2800.00000 2800.00 MOBILIZATION AND DEMOBILIZATION , FOR | | | MILLING | | | 0014 201-02245 3.000 EACH | 125.00000 375.00| 125.00000 375.00| 100.00000 300.00 TREE, 6 IN, REMOVE | | | 0015 201-91010 2.000 EACH | 750.00000 1500.00| 675.00000 1350.00| 550.00000 1100.00 TREE, 24 IN, REMOVE | | | 0016 202-02240 65.000 SYS | 10.63000 690.95| 36.00000 2340.00| 15.00000 975.00 PAVEMENT REMOVAL | | | 0017 202-02279 75.000 LFT | 4.35000 326.25| 4.00000 300.00| 6.00000 450.00 CURB AND GUTTER, REMOVE | | | 0018 202-04890 4.000 EACH | 167.07000 668.28| 625.00000 2500.00| 500.00000 2000.00 WELL , REMOVE MONITORING WELL VAULT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 400 -3 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040 |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-52710 2915.000 SYS | 3.49000 10173.35| 12.00000 34980.00| 3.25000 9473.75 SIDEWALK, CONCRETE, REMOVE | | | 0020 202-74035 32.000 EACH | 31.29000 1001.28| 30.00000 960.00| 250.00000 8000.00 SIGN, REMOVE | | | 0021 202-91385 5.000 EACH | 155.17000 775.85| 192.00000 960.00| 600.00000 3000.00 INLET, REMOVE | | | 0022 202-96128 4186.000 LFT | 2.29000 9585.94| 4.00000 16744.00| 3.00000 12558.00 GUTTER, CONCRETE, REMOVE | | | 0023 202-96133 1086.000 LFT | 7.04000 7645.44| 6.40000 6950.40| 5.00000 5430.00 PIPE, REMOVE | | | 0024 203-02000 3560.000 CYS | 26.28000 93556.80| 16.00000 56960.00| 15.00000 53400.00 EXCAVATION, COMMON | | | 0025 205-02236 52.000 EACH | 65.00000 3380.00| 65.00000 3380.00| 150.00000 7800.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0026 205-02237 48.000 EACH | 65.00000 3120.00| 65.00000 3120.00| 150.00000 7200.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0027 205-02459 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 50000.00000 50000.00 EROSION CONTROL | | | 0028 205-03371 10.000 CYS | 167.98000 1679.80| 25.00000 250.00| 125.00000 1250.00 SEDIMENT, REMOVE | | | 0029 205-06931 4.000 TON | 79.91000 319.64| 90.00000 360.00| 65.00000 260.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0030 205-06935 2.000 EACH | 253.41000 506.82| 500.00000 1000.00| 600.00000 1200.00 TEMPORARY SEDIMENT BASIN | | | 0031 205-06937 1464.000 LFT | 1.65000 2415.60| 1.65000 2415.60| 1.88000 2752.32 TEMPORARY SILT FENCE | | | 0032 207-08263 1445.000 SYS | 12.77000 18452.65| 10.00000 14450.00| 18.50000 26732.50 SUBGRADE TREATMENT, TYPE IA | | | 0033 207-08267 14101.000 SYS | 6.44000 90810.44| 5.00000 70505.00| 9.65000 136074.65 SUBGRADE TREATMENT, TYPE IIIA | | | 0034 211-09264 2377.000 CYS | 25.35000 60256.95| 10.20000 24245.40| 10.00000 23770.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0035 303-01180 147.000 TON | 17.36000 2551.92| 25.00000 3675.00| 32.00000 4704.00 COMPACTED AGGREGATE, NO. 53 | | | 0036 304-07493 1330.000 TON | 54.00000 71820.00| 52.00000 69160.00| 60.00000 79800.00 WIDENING WITH HMA, TYPE B | | | 0037 306-08034 22155.000 SYS | 1.25000 27693.75| 1.00000 22155.00| 2.00000 44310.00 MILLING, ASPHALT, 1 1/2 IN | | | 0038 306-08432 1105.000 SYS | 1.80000 1989.00| 4.00000 4420.00| 3.00000 3315.00 MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 400 -4 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040 |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 401-07321 2200.000 TON | 60.00000 132000.00| 55.00000 121000.00| 60.50000 133100.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0040 402-07438 660.000 TON | 47.00000 31020.00| 53.00000 34980.00| 56.00000 36960.00 HMA INTERMEDIATE, TYPE B | | | 0041 402-07441 2310.000 TON | 43.00000 99330.00| 52.00000 120120.00| 51.00000 117810.00 HMA BASE, TYPE B | | | 0042 406-05520 87.800 TON | 10.00000 878.00| 0.10000 8.78| 0.01000 0.88 ASPHALT FOR TACK COAT | | | 0043 604-07900 146.000 SYS | 61.00000 8906.00| 89.00000 12994.00| 61.00000 8906.00 CURB RAMP, CONCRETE, F | | | 0044 604-07901 64.000 SYS | 120.00000 7680.00| 90.00000 5760.00| 120.00000 7680.00 CURB RAMP, CONCRETE, G | | | 0045 604-07902 29.000 SYS | 95.00000 2755.00| 94.00000 2726.00| 95.00000 2755.00 CURB RAMP, CONCRETE, H | | | 0046 604-91531 3528.000 SYS | 30.00000 105840.00| 26.00000 91728.00| 30.00000 105840.00 SIDEWALK, CONCRETE, 4 IN | | | 0047 604-91531 291.000 SYS | 60.00000 17460.00| 86.00000 25026.00| 60.00000 17460.00 SIDEWALK, CONCRETE, 4 IN , COLORED | | | STAMPED | | | 0048 605-52807 8875.000 LFT | 9.00000 79875.00| 14.50000 128687.50| 13.00000 115375.00 CURB AND GUTTER, COMBINED | | | 0049 607-06175 1342.000 LFT | 6.50000 8723.00| 13.50000 18117.00| 6.50000 8723.00 GUTTER, CONCRETE, TYPE | | | 0050 610-07487 360.000 TON | 63.00000 22680.00| 55.00000 19800.00| 70.00000 25200.00 HMA FOR APPROACHES, TYPE B | | | 0051 610-08446 2335.000 SYS | 43.00000 100405.00| 30.00000 70050.00| 43.00000 100405.00 PCCP FOR APPROACHES, 6 IN | | | 0052 610-09108 1006.000 SYS | 41.00000 41246.00| 35.00000 35210.00| 41.00000 41246.00 PCCP FOR APPROACHES, 9 IN | | | 0053 611-06497 21.000 EACH | 200.00000 4200.00| 140.00000 2940.00| 140.00000 2940.00 MAILBOX ASSEMBLY, SINGLE | | | 0054 615-06505 8.000 EACH | 750.00000 6000.00| 550.00000 4400.00| 550.00000 4400.00 MONUMENT, B | | | 0055 615-06527 1.000 EACH | 625.00000 625.00| 450.00000 450.00| 450.00000 450.00 MONUMENT, SECTION CORNER | | | 0056 616-02320 15.000 SYS | 6.07000 91.05| 5.00000 75.00| 24.00000 360.00 GEOTEXTILES | | | 0057 616-06451 10.000 TON | 27.68000 276.80| 90.00000 900.00| 55.00000 550.00 RIPRAP, UNIFORM | | | 0058 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 725.00000 1450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10 PAGE : 400 -5 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040