INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -1 VENDOR RANKING CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : NEW BRIDGE CONSTRUCTION COMPLETION DATE : 06/15/10 LOCATION : ON CR 50N OVER US 31 PROJECT(S) : 0600336 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC $ 1,987,452.31 100.0000% 2 35-1374866 PRIMCO INC $ 2,172,942.43 109.3331% 3 90-0177865 HIS CONSTRUCTORS LLC $ 2,307,805.01 116.1188% 4 35-1917625 MILESTONE CONTRACTORS LP $ 2,314,290.29 116.4451% 5 35-1128289 BEATY CONSTRUCTION INC $ 2,358,513.94 118.6702% 6 35-1386990 JACK ISOM CONSTRUCTION CO $ 2,425,930.84 122.0623% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,926,255.30 147.2365% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -2 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 90-0177865 |R L MCCOY INC |PRIMCO INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 17000.00000 17000.00| 16838.07000 16838.07| 12900.00000 12900.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 175.00000 525.00| 175.00000 525.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 45.000 MOS | 75.00000 3375.00| 75.00000 3375.00| 85.00000 3825.00 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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 99250.00000 99250.00| 108647.12000 108647.12| 100500.00000 100500.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 39700.00000 39700.00| 43458.85000 43458.85| 43000.00000 43000.00 CLEARING RIGHT OF WAY | | | 0014 202-01261 4.000 EACH | 0.01000 0.04| 0.01000 0.04| 775.00000 3100.00 TESTING FOR ASBESTOS | | | 0015 202-03000 LUMP | 9400.00000 9400.00| 10334.97000 10334.97| 9700.00000 9700.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 15 | | | 0016 202-03000 LUMP | 9650.00000 9650.00| 9650.00000 9650.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 2 | | | 0017 202-03000 LUMP | 11300.00000 11300.00| 11800.00000 11800.00| 11600.00000 11600.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 31 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -3 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 90-0177865 |R L MCCOY INC |PRIMCO INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 13050.00000 13050.00| 11399.00000 11399.00| 13500.00000 13500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 7 | | | 0019 202-04345 4800.000 GAL | 0.30000 1440.00| 0.30000 1440.00| 2.00000 9600.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, A | | | 0020 202-05823 4.000 EACH | 1600.00000 6400.00| 1600.00000 6400.00| 3000.00000 12000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0021 202-07601 8.000 EACH | 450.00000 3600.00| 450.00000 3600.00| 350.00000 2800.00 TESTING FOR WASTE, A | | | 0022 202-09443 400.000 CYS | 52.00000 20800.00| 52.00000 20800.00| 39.00000 15600.00 REGULATED MATERIALS, DISPOSE, A | | | 0023 202-09444 400.000 CYS | 19.00000 7600.00| 19.00000 7600.00| 12.00000 4800.00 REGULATED MATERIALS, TRANSPORT, A | | | 0024 202-09445 400.000 CYS | 7.00000 2800.00| 7.00000 2800.00| 9.00000 3600.00 REGULATED MATERIALS, REMOVE, A | | | 0025 203-02000 19226.000 CYS | 4.50000 86517.00| 4.50000 86517.00| 5.50000 105743.00 EXCAVATION, COMMON | | | 0026 203-02070 33378.000 CYS | 6.80000 226970.40| 6.80000 226970.40| 9.00000 300402.00 BORROW | | | 0027 204-02290 8.000 EACH | 200.00000 1600.00| 200.00000 1600.00| 450.00000 3600.00 SETTLEMENT PLATE | | | 0028 204-08415 8.000 EACH | 140.00000 1120.00| 140.00000 1120.00| 150.00000 1200.00 STAKES, SETTLEMENT | | | 0029 205-03371 661.000 CYS | 10.00000 6610.00| 10.00000 6610.00| 15.00000 9915.00 SEDIMENT, REMOVE | | | 0030 205-06931 297.000 TON | 36.00000 10692.00| 36.00000 10692.00| 55.00000 16335.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0031 205-06934 25.000 TON | 350.00000 8750.00| 350.00000 8750.00| 362.03000 9050.75 TEMPORARY MULCHING | | | 0032 205-06936 73.000 TON | 54.00000 3942.00| 54.00000 3942.00| 75.31000 5497.63 TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 1960.000 LFT | 1.35000 2646.00| 2.45000 4802.00| 1.40000 2744.00 TEMPORARY SILT FENCE | | | 0034 205-06938 222.000 LFT | 15.00000 3330.00| 15.00000 3330.00| 16.26000 3609.72 TEMPORARY SLOPE DRAIN | | | 0035 207-08262 6877.000 SYS | 5.25000 36104.25| 5.25000 36104.25| 5.88000 40436.76 SUBGRADE TREATMENT, TYPE I | | | 0036 207-08267 348.000 SYS | 15.30000 5324.40| 15.30000 5324.40| 17.67000 6149.16 SUBGRADE TREATMENT, TYPE IIIA | | | 0037 210-08219 1290.000 LFT | 3.50000 4515.00| 3.50000 4515.00| 3.51000 4527.90 DITCH , TEMP INTERCEPTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -4 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 90-0177865 |R L MCCOY INC |PRIMCO INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 211-02050 825.000 CYS | 30.00000 24750.00| 27.14000 22390.50| 16.50000 13612.50 B BORROW | | | 0039 211-06467 48.000 CYS | 40.00000 1920.00| 53.50000 2568.00| 54.78000 2629.44 AGGREGATE FOR END BENT BACKFILL | | | 0040 211-09264 284.800 CYS | 60.00000 17088.00| 62.50000 17800.00| 16.50000 4699.20 STRUCTURE BACKFILL, TYPE 1 | | | 0041 211-09266 1683.000 CYS | 30.00000 50490.00| 27.14000 45676.62| 19.00000 31977.00 STRUCTURE BACKFILL, TYPE 3 | | | 0042 301-07448 2981.000 TON | 15.00000 44715.00| 17.35000 51720.35| 17.95000 53508.95 COMPACTED AGGREGATE, NO. 53, BASE | | | 0043 302-07455 32.000 CYS | 54.00000 1728.00| 65.00000 2080.00| 75.00000 2400.00 DENSE GRADED SUBBASE | | | 0044 303-01180 712.000 TON | 15.00000 10680.00| 27.00000 19224.00| 27.50000 19580.00 COMPACTED AGGREGATE, NO. 53 | | | 0045 303-09533 63.000 TON | 24.00000 1512.00| 24.00000 1512.00| 44.00000 2772.00 COARSE AGGREGATE , 5 | | | 0046 304-07493 32.000 TON | 120.00000 3840.00| 158.00000 5056.00| 137.00000 4384.00 WIDENING WITH HMA, TYPE B | | | 0047 306-08034 529.000 SYS | 6.70000 3544.30| 8.25000 4364.25| 9.50000 5025.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0048 401-06264 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 2585.94000 2585.94 PROFILOGRAPH, HMA | | | 0049 401-07390 1084.000 TON | 70.00000 75880.00| 54.90000 59511.60| 56.00000 60704.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0050 402-07433 687.000 TON | 70.00000 48090.00| 66.00000 45342.00| 67.00000 46029.00 HMA SURFACE, TYPE B | | | 0051 406-05520 2.100 TON | 1.00000 2.10| 600.00000 1260.00| 620.62000 1303.30 ASPHALT FOR TACK COAT | | | 0052 601-01522 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00| 2068.75000 8275.00 GUARDRAIL TRANSITION TYPE TGB | | | 0053 601-94689 4.000 EACH | 2375.00000 9500.00| 2375.00000 9500.00| 2456.64000 9826.56 GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 375.000 LFT | 15.65000 5868.75| 15.65000 5868.75| 16.19000 6071.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0055 602-06729 14.000 EACH | 10.00000 140.00| 17.00000 238.00| 12.41000 173.74 BARRIER DELINEATOR | | | 0056 609-06259 195.000 SYS | 82.00000 15990.00| 80.00000 15600.00| 80.00000 15600.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0057 610-07487 49.000 TON | 123.00000 6027.00| 173.00000 8477.00| 152.00000 7448.00 HMA FOR APPROACHES, TYPE B | | | 0058 610-08446 118.000 SYS | 48.00000 5664.00| 57.50000 6785.00| 49.49000 5839.82 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -5 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 90-0177865 |R L MCCOY INC |PRIMCO INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 611-08232 3.000 EACH | 195.00000 585.00| 222.00000 666.00| 201.70000 605.10 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0060 615-06505 3.000 EACH | 675.00000 2025.00| 675.00000 2025.00| 698.20000 2094.60 MONUMENT, B | | | 0061 616-02320 1326.000 SYS | 1.75000 2320.50| 1.75000 2320.50| 2.04000 2705.04 GEOTEXTILES | | | 0062 616-06405 514.000 TON | 28.00000 14392.00| 28.00000 14392.00| 27.00000 13878.00 RIPRAP, REVETMENT | | | 0063 621-01004 2.000 EACH | 275.00000 550.00| 275.00000 550.00| 284.46000 568.92 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 6.300 TON | 1348.00000 8492.40| 1348.00000 8492.40| 1394.34000 8784.34 FERTILIZER | | | 0065 621-06553 2145.000 LBS | 2.29000 4912.05| 2.29000 4912.05| 2.37000 5083.65 SEED MIXTURE, R | | | 0066 621-06557 1010.000 LBS | 2.50000 2525.00| 2.50000 2525.00| 2.59000 2615.90 SEED MIXTURE, T | | | 0067 621-06565 25.000 TON | 288.00000 7200.00| 288.00000 7200.00| 297.90000 7447.50 MULCHING MATERIAL | | | 0068 621-06567 22.600 kGAL | 1.00000 22.60| 1.00000 22.60| 1.03000 23.28 WATER | | | 0069 621-06574 4153.000 SYS | 3.74000 15532.22| 3.68000 15283.04| 2.77000 11503.81 SODDING | | | 0070 621-06575 2130.000 SYS | 3.74000 7966.20| 3.68000 7838.40| 2.77000 5900.10 SODDING, NURSERY | | | 0071 628-09402 15.000 MOS | 1600.00000 24000.00| 1985.50000 29782.50| 2100.00000 31500.00 FIELD OFFICE, B | | | 0072 628-09407 15.000 MOS | 240.00000 3600.00| 333.00000 4995.00| 220.00000 3300.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0073 628-09408 12.000 MOS | 490.00000 5880.00| 348.00000 4176.00| 220.00000 2640.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0074 628-09409 12.000 MOS | 50.00000 600.00| 133.00000 1596.00| 185.00000 2220.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0075 701-06011 3.000 EACH | 1000.00000 3000.00| 2290.00000 6870.00| 3500.00000 10500.00 DYNAMIC PILE LOAD TEST | | | 0076 701-06012 3.000 EACH | 1200.00000 3600.00| 1550.50000 4651.50| 1000.00000 3000.00 TEST PILE, RESTRIKE | | | 0077 701-06027 3.000 EACH | 1500.00000 4500.00| 1900.00000 5700.00| 500.00000 1500.00 TEST PILE | | | 0078 701-51160 1229.000 LFT | 48.00000 58992.00| 75.00000 92175.00| 78.00000 95862.00 PILE, STEEL SHELL, 14 IN. 0.593" WALL | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -6 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 90-0177865 |R L MCCOY INC |PRIMCO INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 701-99086 17.000 EACH | 230.00000 3910.00| 215.00000 3655.00| 100.00000 1700.00 PILE TIP, STEEL SHELL | | | 0080 702-51005 83.000 CYS | 365.00000 30295.00| 625.00000 51875.00| 550.00000 45650.00 CONCRETE, A, SUBSTRUCTURE | | | 0081 702-51015 5.200 CYS | 800.00000 4160.00| 975.00000 5070.00| 825.00000 4290.00 CONCRETE, B, FOOTINGS | | | 0082 702-92857 22.000 CYS | 550.00000 12100.00| 735.00000 16170.00| 750.00000 16500.00 CONCRETE, C, SUBSTRUCTURE | | | 0083 703-51030 6317.000 LBS | 0.69000 4358.73| 1.25000 7896.25| 0.85000 5369.45 REINFORCING STEEL | | | 0084 703-51032 80165.000 LBS | 0.74000 59322.10| 0.95000 76156.75| 0.90000 72148.50 REINFORCING STEEL, EPOXY COATED | | | 0085 704-51002 284.000 CYS | 420.00000 119280.00| 615.00000 174660.00| 500.00000 142000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0086 706-05732 4.000 EACH | 1200.00000 4800.00| 1550.00000 6200.00| 1700.00000 6800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0087 706-51020 40.000 CYS | 435.00000 17400.00| 515.00000 20600.00| 485.00000 19400.00 CONCRETE, C, RAILING | | | 0088 707-09310 826.000 LFT | 285.00000 235410.00| 298.00000 246148.00| 400.00000 330400.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 60 IN. | | | 0089 709-07110 12509.000 SFT | 0.63000 7880.67| 0.63000 7880.67| 0.57000 7130.13 SEAL COAT, GRAFFITI RESISTANT | | | 0090 709-51821 LUMP | 5890.00000 5890.00| 3800.00000 3800.00| 6421.13000 6421.13 SURFACE SEAL | | | 0091 715-05019 400.000 LFT | 50.00000 20000.00| 50.00000 20000.00| 40.00000 16000.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0092 715-05052 400.000 LFT | 13.00000 5200.00| 13.00000 5200.00| 17.50000 7000.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0093 715-05118 400.000 LFT | 19.00000 7600.00| 19.00000 7600.00| 17.50000 7000.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0094 715-05123 400.000 LFT | 29.00000 11600.00| 29.00000 11600.00| 26.00000 10400.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0095 715-05136 225.000 LFT | 235.00000 52875.00| 235.00000 52875.00| 220.00000 49500.00 PIPE, TYPE 1, CIRCULAR, 72 IN. | | | 0096 715-05149 105.000 LFT | 25.00000 2625.00| 25.00000 2625.00| 25.00000 2625.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0097 715-05169 270.000 LFT | 31.00000 8370.00| 31.00000 8370.00| 35.00000 9450.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0098 715-05212 400.000 LFT | 26.00000 10400.00| 26.00000 10400.00| 26.00000 10400.00 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0099 715-05237 217.000 LFT | 137.00000 29729.00| 137.00000 29729.00| 125.00000 27125.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -7 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 90-0177865 |R L MCCOY INC |PRIMCO INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 715-05443 10.000 LFT | 53.00000 530.00| 53.00000 530.00| 30.00000 300.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0101 715-06357 2.000 EACH | 4500.00000 9000.00| 4500.00000 9000.00| 1500.00000 3000.00 CONCRETE ANCHOR, 72 IN. | | | 0102 715-09446 400.000 LFT | 39.00000 15600.00| 39.00000 15600.00| 38.00000 15200.00 PIPE, TYPE 4, CIRCULAR, 36 IN. | | | 0103 715-09447 10.000 LFT | 84.00000 840.00| 84.00000 840.00| 40.00000 400.00 PIPE, DRAIN TILE TERMINAL SECTION, 24 | | | IN. | | | 0104 715-09448 10.000 LFT | 115.00000 1150.00| 115.00000 1150.00| 51.00000 510.00 PIPE, DRAIN TILE, TERMINAL SECTION, 36 | | | IN. | | | 0105 715-46005 12.000 EACH | 300.00000 3600.00| 300.00000 3600.00| 500.00000 6000.00 PIPE END SECTION, 15 IN. | | | 0106 715-46095 2.000 EACH | 1600.00000 3200.00| 1600.00000 3200.00| 1025.00000 2050.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0107 720-45065 2.000 EACH | 3600.00000 7200.00| 3600.00000 7200.00| 2800.00000 5600.00 INLET, N12 | | | 0108 731-93945 3588.000 SFT | 16.00000 57408.00| 17.55000 62969.40| 22.00000 78936.00 FACE PANELS, CONCRETE | | | 0109 731-93946 3588.000 SFT | 13.70000 49155.60| 12.25000 43953.00| 22.00000 78936.00 WALL ERECTION | | | 0110 731-93947 226.000 LFT | 33.00000 7458.00| 33.50000 7571.00| 22.00000 4972.00 LEVELING PAD, CONCRETE | | | 0111 801-04308 4.000 EACH | 720.00000 2880.00| 720.00000 2880.00| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06625 20.000 EACH | 90.00000 1800.00| 90.00000 1800.00| 149.98000 2999.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0113 801-06640 12.000 EACH | 199.00000 2388.00| 199.00000 2388.00| 305.14000 3661.68 CONSTRUCTION SIGN, A | | | 0114 801-06645 6.000 EACH | 60.00000 360.00| 60.00000 360.00| 98.27000 589.62 CONSTRUCTION SIGN, B | | | 0115 801-06775 LUMP | 6500.00000 6500.00| 10306.00000 10306.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0116 801-07118 96.000 LFT | 18.00000 1728.00| 18.00000 1728.00| 18.62000 1787.52 BARRICADE, III-A | | | 0117 808-06713 510.000 LFT | 0.61000 311.10| 0.61000 311.10| 0.98000 499.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0118 808-06714 510.000 LFT | 0.61000 311.10| 0.61000 311.10| 0.98000 499.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0119 808-75205 3530.000 LFT | 0.40000 1412.00| 0.40000 1412.00| 0.39000 1376.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -8 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1374866 |( 3 ) 90-0177865 |R L MCCOY INC |PRIMCO INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 808-75245 3530.000 LFT | 0.40000 1412.00| 0.40000 1412.00| 0.39000 1376.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0121 202-03135 2140.000 SFT | 2.82000 6034.80| 6.50000 13910.00| 2.91000 6227.40 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0122 721-09548 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| 1813.31000 3626.62 AUTOMATIC DRAINAGE GATE , 12" | | | SECTION TOTALS | $ 1,987,452.31| $ 2,172,942.43| $ 2,307,805.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,987,452.31| $ 2,172,942.43| $ 2,307,805.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -9 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1386990 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 22000.00000 22000.00| 40000.00000 40000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 130.00000 390.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 45.000 MOS | 125.00000 5625.00| 85.00000 3825.00| 170.00000 7650.00 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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 98500.00000 98500.00| 117925.00000 117925.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 46000.00000 46000.00| 47170.00000 47170.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0014 202-01261 4.000 EACH | 400.00000 1600.00| 1.00000 4.00| 650.00000 2600.00 TESTING FOR ASBESTOS | | | 0015 202-03000 LUMP | 10000.00000 10000.00| 11000.00000 11000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 15 | | | 0016 202-03000 LUMP | 10000.00000 10000.00| 12500.00000 12500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 2 | | | 0017 202-03000 LUMP | 12000.00000 12000.00| 14500.00000 14500.00| 18000.00000 18000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 31 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -10 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1386990 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 14000.00000 14000.00| 11500.00000 11500.00| 19000.00000 19000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 7 | | | 0019 202-04345 4800.000 GAL | 0.30000 1440.00| 0.35000 1680.00| 0.50000 2400.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, A | | | 0020 202-05823 4.000 EACH | 1600.00000 6400.00| 1000.00000 4000.00| 2200.00000 8800.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0021 202-07601 8.000 EACH | 450.00000 3600.00| 105.00000 840.00| 700.00000 5600.00 TESTING FOR WASTE, A | | | 0022 202-09443 400.000 CYS | 52.00000 20800.00| 26.25000 10500.00| 75.00000 30000.00 REGULATED MATERIALS, DISPOSE, A | | | 0023 202-09444 400.000 CYS | 19.00000 7600.00| 25.25000 10100.00| 32.00000 12800.00 REGULATED MATERIALS, TRANSPORT, A | | | 0024 202-09445 400.000 CYS | 7.00000 2800.00| 23.50000 9400.00| 11.00000 4400.00 REGULATED MATERIALS, REMOVE, A | | | 0025 203-02000 19226.000 CYS | 5.75000 110549.50| 6.25000 120162.50| 6.50000 124969.00 EXCAVATION, COMMON | | | 0026 203-02070 33378.000 CYS | 8.70000 290388.60| 8.35000 278706.30| 9.75000 325435.50 BORROW | | | 0027 204-02290 8.000 EACH | 250.00000 2000.00| 1975.00000 15800.00| 650.00000 5200.00 SETTLEMENT PLATE | | | 0028 204-08415 8.000 EACH | 230.00000 1840.00| 175.00000 1400.00| 250.00000 2000.00 STAKES, SETTLEMENT | | | 0029 205-03371 661.000 CYS | 5.00000 3305.00| 6.25000 4131.25| 12.00000 7932.00 SEDIMENT, REMOVE | | | 0030 205-06931 297.000 TON | 55.00000 16335.00| 31.50000 9355.50| 55.00000 16335.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0031 205-06934 25.000 TON | 360.00000 9000.00| 375.00000 9375.00| 500.00000 12500.00 TEMPORARY MULCHING | | | 0032 205-06936 73.000 TON | 55.00000 4015.00| 58.00000 4234.00| 55.00000 4015.00 TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 1960.000 LFT | 1.39000 2724.40| 1.45000 2842.00| 1.75000 3430.00 TEMPORARY SILT FENCE | | | 0034 205-06938 222.000 LFT | 20.00000 4440.00| 19.50000 4329.00| 16.00000 3552.00 TEMPORARY SLOPE DRAIN | | | 0035 207-08262 6877.000 SYS | 5.50000 37823.50| 3.85000 26476.45| 6.50000 44700.50 SUBGRADE TREATMENT, TYPE I | | | 0036 207-08267 348.000 SYS | 9.00000 3132.00| 10.00000 3480.00| 8.00000 2784.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0037 210-08219 1290.000 LFT | 3.00000 3870.00| 0.95000 1225.50| 8.00000 10320.00 DITCH , TEMP INTERCEPTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -11 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1386990 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 211-02050 825.000 CYS | 27.00000 22275.00| 19.00000 15675.00| 13.00000 10725.00 B BORROW | | | 0039 211-06467 48.000 CYS | 75.00000 3600.00| 64.00000 3072.00| 45.00000 2160.00 AGGREGATE FOR END BENT BACKFILL | | | 0040 211-09264 284.800 CYS | 27.00000 7689.60| 32.50000 9256.00| 15.00000 4272.00 STRUCTURE BACKFILL, TYPE 1 | | | 0041 211-09266 1683.000 CYS | 27.00000 45441.00| 20.75000 34922.25| 17.00000 28611.00 STRUCTURE BACKFILL, TYPE 3 | | | 0042 301-07448 2981.000 TON | 18.00000 53658.00| 16.75000 49931.75| 18.00000 53658.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0043 302-07455 32.000 CYS | 100.00000 3200.00| 77.00000 2464.00| 75.00000 2400.00 DENSE GRADED SUBBASE | | | 0044 303-01180 712.000 TON | 27.50000 19580.00| 23.00000 16376.00| 18.00000 12816.00 COMPACTED AGGREGATE, NO. 53 | | | 0045 303-09533 63.000 TON | 20.00000 1260.00| 40.00000 2520.00| 25.00000 1575.00 COARSE AGGREGATE , 5 | | | 0046 304-07493 32.000 TON | 190.00000 6080.00| 145.00000 4640.00| 135.00000 4320.00 WIDENING WITH HMA, TYPE B | | | 0047 306-08034 529.000 SYS | 12.00000 6348.00| 9.00000 4761.00| 8.00000 4232.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0048 401-06264 LUMP | 2500.00000 2500.00| 2700.00000 2700.00| 1800.00000 1800.00 PROFILOGRAPH, HMA | | | 0049 401-07390 1084.000 TON | 56.00000 60704.00| 59.25000 64227.00| 82.00000 88888.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0050 402-07433 687.000 TON | 67.00000 46029.00| 71.25000 48948.75| 83.00000 57021.00 HMA SURFACE, TYPE B | | | 0051 406-05520 2.100 TON | 615.00000 1291.50| 645.00000 1354.50| 8.00000 16.80 ASPHALT FOR TACK COAT | | | 0052 601-01522 4.000 EACH | 2060.00000 8240.00| 2000.00000 8000.00| 2250.00000 9000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0053 601-94689 4.000 EACH | 2440.00000 9760.00| 2375.00000 9500.00| 2510.00000 10040.00 GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 375.000 LFT | 16.00000 6000.00| 15.65000 5868.75| 17.25000 6468.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0055 602-06729 14.000 EACH | 22.00000 308.00| 12.00000 168.00| 15.00000 210.00 BARRIER DELINEATOR | | | 0056 609-06259 195.000 SYS | 100.00000 19500.00| 80.00000 15600.00| 80.00000 15600.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0057 610-07487 49.000 TON | 154.00000 7546.00| 160.00000 7840.00| 115.00000 5635.00 HMA FOR APPROACHES, TYPE B | | | 0058 610-08446 118.000 SYS | 50.00000 5900.00| 50.00000 5900.00| 65.00000 7670.00 PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -12 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1386990 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 611-08232 3.000 EACH | 200.00000 600.00| 195.00000 585.00| 210.00000 630.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0060 615-06505 3.000 EACH | 700.00000 2100.00| 675.00000 2025.00| 955.00000 2865.00 MONUMENT, B | | | 0061 616-02320 1326.000 SYS | 2.00000 2652.00| 2.00000 2652.00| 5.00000 6630.00 GEOTEXTILES | | | 0062 616-06405 514.000 TON | 38.00000 19532.00| 27.00000 13878.00| 28.00000 14392.00 RIPRAP, REVETMENT | | | 0063 621-01004 2.000 EACH | 280.00000 560.00| 300.00000 600.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 6.300 TON | 1350.00000 8505.00| 1400.00000 8820.00| 1500.00000 9450.00 FERTILIZER | | | 0065 621-06553 2145.000 LBS | 2.36000 5062.20| 2.45000 5255.25| 2.75000 5898.75 SEED MIXTURE, R | | | 0066 621-06557 1010.000 LBS | 2.58000 2605.80| 2.65000 2676.50| 2.98000 3009.80 SEED MIXTURE, T | | | 0067 621-06565 25.000 TON | 297.00000 7425.00| 310.00000 7750.00| 455.00000 11375.00 MULCHING MATERIAL | | | 0068 621-06567 22.600 kGAL | 1.03000 23.28| 1.05000 23.73| 1.00000 22.60 WATER | | | 0069 621-06574 4153.000 SYS | 2.76000 11462.28| 4.00000 16612.00| 4.50000 18688.50 SODDING | | | 0070 621-06575 2130.000 SYS | 2.76000 5878.80| 4.00000 8520.00| 4.50000 9585.00 SODDING, NURSERY | | | 0071 628-09402 15.000 MOS | 2300.00000 34500.00| 2200.00000 33000.00| 2100.00000 31500.00 FIELD OFFICE, B | | | 0072 628-09407 15.000 MOS | 225.00000 3375.00| 265.00000 3975.00| 250.00000 3750.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0073 628-09408 12.000 MOS | 225.00000 2700.00| 265.00000 3180.00| 715.00000 8580.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0074 628-09409 12.000 MOS | 80.00000 960.00| 150.00000 1800.00| 100.00000 1200.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0075 701-06011 3.000 EACH | 3000.00000 9000.00| 3000.00000 9000.00| 2500.00000 7500.00 DYNAMIC PILE LOAD TEST | | | 0076 701-06012 3.000 EACH | 1600.00000 4800.00| 2250.00000 6750.00| 875.00000 2625.00 TEST PILE, RESTRIKE | | | 0077 701-06027 3.000 EACH | 3000.00000 9000.00| 6000.00000 18000.00| 5148.00000 15444.00 TEST PILE | | | 0078 701-51160 1229.000 LFT | 90.00000 110610.00| 85.00000 104465.00| 66.00000 81114.00 PILE, STEEL SHELL, 14 IN. 0.593" WALL | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -13 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1386990 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 701-99086 17.000 EACH | 93.00000 1581.00| 325.00000 5525.00| 200.00000 3400.00 PILE TIP, STEEL SHELL | | | 0080 702-51005 83.000 CYS | 580.00000 48140.00| 600.00000 49800.00| 550.00000 45650.00 CONCRETE, A, SUBSTRUCTURE | | | 0081 702-51015 5.200 CYS | 730.00000 3796.00| 650.00000 3380.00| 775.00000 4030.00 CONCRETE, B, FOOTINGS | | | 0082 702-92857 22.000 CYS | 700.00000 15400.00| 575.00000 12650.00| 565.00000 12430.00 CONCRETE, C, SUBSTRUCTURE | | | 0083 703-51030 6317.000 LBS | 0.85000 5369.45| 1.00000 6317.00| 0.72000 4548.24 REINFORCING STEEL | | | 0084 703-51032 80165.000 LBS | 0.89000 71346.85| 1.00000 80165.00| 0.68000 54512.20 REINFORCING STEEL, EPOXY COATED | | | 0085 704-51002 284.000 CYS | 600.00000 170400.00| 525.00000 149100.00| 580.00000 164720.00 CONCRETE, C, SUPERSTRUCTURE | | | 0086 706-05732 4.000 EACH | 1390.00000 5560.00| 1700.00000 6800.00| 1450.00000 5800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0087 706-51020 40.000 CYS | 518.00000 20720.00| 425.00000 17000.00| 575.00000 23000.00 CONCRETE, C, RAILING | | | 0088 707-09310 826.000 LFT | 300.00000 247800.00| 385.00000 318010.00| 407.00000 336182.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 60 IN. | | | 0089 709-07110 12509.000 SFT | 0.57000 7130.13| 0.55000 6879.95| 1.00000 12509.00 SEAL COAT, GRAFFITI RESISTANT | | | 0090 709-51821 LUMP | 6400.00000 6400.00| 6500.00000 6500.00| 6300.00000 6300.00 SURFACE SEAL | | | 0091 715-05019 400.000 LFT | 50.00000 20000.00| 46.00000 18400.00| 40.00000 16000.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0092 715-05052 400.000 LFT | 24.00000 9600.00| 19.50000 7800.00| 15.00000 6000.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0093 715-05118 400.000 LFT | 24.00000 9600.00| 16.50000 6600.00| 16.00000 6400.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0094 715-05123 400.000 LFT | 30.00000 12000.00| 27.50000 11000.00| 25.00000 10000.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0095 715-05136 225.000 LFT | 215.00000 48375.00| 240.00000 54000.00| 155.00000 34875.00 PIPE, TYPE 1, CIRCULAR, 72 IN. | | | 0096 715-05149 105.000 LFT | 25.00000 2625.00| 28.00000 2940.00| 15.00000 1575.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0097 715-05169 270.000 LFT | 32.00000 8640.00| 37.00000 9990.00| 18.00000 4860.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0098 715-05212 400.000 LFT | 30.00000 12000.00| 27.50000 11000.00| 32.00000 12800.00 PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0099 715-05237 217.000 LFT | 130.00000 28210.00| 135.00000 29295.00| 95.00000 20615.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -14 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1386990 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 715-05443 10.000 LFT | 79.82000 798.20| 65.00000 650.00| 385.00000 3850.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0101 715-06357 2.000 EACH | 2200.00000 4400.00| 3000.00000 6000.00| 1100.00000 2200.00 CONCRETE ANCHOR, 72 IN. | | | 0102 715-09446 400.000 LFT | 50.00000 20000.00| 46.25000 18500.00| 55.00000 22000.00 PIPE, TYPE 4, CIRCULAR, 36 IN. | | | 0103 715-09447 10.000 LFT | 400.00000 4000.00| 100.00000 1000.00| 20.00000 200.00 PIPE, DRAIN TILE TERMINAL SECTION, 24 | | | IN. | | | 0104 715-09448 10.000 LFT | 600.00000 6000.00| 150.00000 1500.00| 38.00000 380.00 PIPE, DRAIN TILE, TERMINAL SECTION, 36 | | | IN. | | | 0105 715-46005 12.000 EACH | 650.00000 7800.00| 475.00000 5700.00| 355.00000 4260.00 PIPE END SECTION, 15 IN. | | | 0106 715-46095 2.000 EACH | 1700.00000 3400.00| 800.00000 1600.00| 455.00000 910.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0107 720-45065 2.000 EACH | 4000.00000 8000.00| 3225.00000 6450.00| 1800.00000 3600.00 INLET, N12 | | | 0108 731-93945 3588.000 SFT | 19.00000 68172.00| 14.00000 50232.00| 22.00000 78936.00 FACE PANELS, CONCRETE | | | 0109 731-93946 3588.000 SFT | 17.00000 60996.00| 5.85000 20989.80| 6.00000 21528.00 WALL ERECTION | | | 0110 731-93947 226.000 LFT | 75.00000 16950.00| 145.00000 32770.00| 24.00000 5424.00 LEVELING PAD, CONCRETE | | | 0111 801-04308 4.000 EACH | 740.00000 2960.00| 575.00000 2300.00| 590.00000 2360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06625 20.000 EACH | 93.00000 1860.00| 190.00000 3800.00| 195.00000 3900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0113 801-06640 12.000 EACH | 204.00000 2448.00| 325.00000 3900.00| 295.00000 3540.00 CONSTRUCTION SIGN, A | | | 0114 801-06645 6.000 EACH | 62.00000 372.00| 30.00000 180.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0115 801-06775 LUMP | 7000.00000 7000.00| 25835.21000 25835.21| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0116 801-07118 96.000 LFT | 18.50000 1776.00| 28.00000 2688.00| 29.00000 2784.00 BARRICADE, III-A | | | 0117 808-06713 510.000 LFT | 0.63000 321.30| 0.95000 484.50| 1.12000 571.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0118 808-06714 510.000 LFT | 0.63000 321.30| 0.95000 484.50| 1.12000 571.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0119 808-75205 3530.000 LFT | 0.41000 1447.30| 0.60000 2118.00| 0.68000 2400.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -15 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-1386990 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |JACK ISOM CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 808-75245 3530.000 LFT | 0.41000 1447.30| 0.60000 2118.00| 0.68000 2400.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0121 202-03135 2140.000 SFT | 3.00000 6420.00| 6.50000 13910.00| 10.00000 21400.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0122 721-09548 2.000 EACH | 1100.00000 2200.00| 1000.00000 2000.00| 975.00000 1950.00 AUTOMATIC DRAINAGE GATE , 12" | | | SECTION TOTALS | $ 2,314,290.29| $ 2,358,513.94| $ 2,425,930.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,314,290.29| $ 2,358,513.94| $ 2,425,930.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -16 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 300.00000 900.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 45.000 MOS | 75.00000 3375.00| | 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 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 146112.76000 146112.76| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 58445.10000 58445.10| | CLEARING RIGHT OF WAY | | | 0014 202-01261 4.000 EACH | 1000.00000 4000.00| | TESTING FOR ASBESTOS | | | 0015 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 15 | | | 0016 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 2 | | | 0017 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 31 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -17 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 12500.00000 12500.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 7 | | | 0019 202-04345 4800.000 GAL | 0.30000 1440.00| | UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, A | | | 0020 202-05823 4.000 EACH | 1600.00000 6400.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0021 202-07601 8.000 EACH | 450.00000 3600.00| | TESTING FOR WASTE, A | | | 0022 202-09443 400.000 CYS | 52.00000 20800.00| | REGULATED MATERIALS, DISPOSE, A | | | 0023 202-09444 400.000 CYS | 19.00000 7600.00| | REGULATED MATERIALS, TRANSPORT, A | | | 0024 202-09445 400.000 CYS | 7.00000 2800.00| | REGULATED MATERIALS, REMOVE, A | | | 0025 203-02000 19226.000 CYS | 8.00000 153808.00| | EXCAVATION, COMMON | | | 0026 203-02070 33378.000 CYS | 16.50000 550737.00| | BORROW | | | 0027 204-02290 8.000 EACH | 750.00000 6000.00| | SETTLEMENT PLATE | | | 0028 204-08415 8.000 EACH | 750.00000 6000.00| | STAKES, SETTLEMENT | | | 0029 205-03371 661.000 CYS | 40.00000 26440.00| | SEDIMENT, REMOVE | | | 0030 205-06931 297.000 TON | 30.00000 8910.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0031 205-06934 25.000 TON | 350.00000 8750.00| | TEMPORARY MULCHING | | | 0032 205-06936 73.000 TON | 50.00000 3650.00| | TEMPORARY SEDIMENT TRAP | | | 0033 205-06937 1960.000 LFT | 1.35000 2646.00| | TEMPORARY SILT FENCE | | | 0034 205-06938 222.000 LFT | 30.00000 6660.00| | TEMPORARY SLOPE DRAIN | | | 0035 207-08262 6877.000 SYS | 8.00000 55016.00| | SUBGRADE TREATMENT, TYPE I | | | 0036 207-08267 348.000 SYS | 25.00000 8700.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0037 210-08219 1290.000 LFT | 5.00000 6450.00| | DITCH , TEMP INTERCEPTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -18 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 211-02050 825.000 CYS | 35.00000 28875.00| | B BORROW | | | 0039 211-06467 48.000 CYS | 90.00000 4320.00| | AGGREGATE FOR END BENT BACKFILL | | | 0040 211-09264 284.800 CYS | 35.00000 9968.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0041 211-09266 1683.000 CYS | 35.00000 58905.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0042 301-07448 2981.000 TON | 25.00000 74525.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0043 302-07455 32.000 CYS | 90.00000 2880.00| | DENSE GRADED SUBBASE | | | 0044 303-01180 712.000 TON | 25.00000 17800.00| | COMPACTED AGGREGATE, NO. 53 | | | 0045 303-09533 63.000 TON | 35.00000 2205.00| | COARSE AGGREGATE , 5 | | | 0046 304-07493 32.000 TON | 175.00000 5600.00| | WIDENING WITH HMA, TYPE B | | | 0047 306-08034 529.000 SYS | 15.00000 7935.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0048 401-06264 LUMP | 2500.00000 2500.00| | PROFILOGRAPH, HMA | | | 0049 401-07390 1084.000 TON | 54.90000 59511.60| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0050 402-07433 687.000 TON | 66.00000 45342.00| | HMA SURFACE, TYPE B | | | 0051 406-05520 2.100 TON | 600.00000 1260.00| | ASPHALT FOR TACK COAT | | | 0052 601-01522 4.000 EACH | 2000.00000 8000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0053 601-94689 4.000 EACH | 2375.00000 9500.00| | GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 375.000 LFT | 15.65000 5868.75| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0055 602-06729 14.000 EACH | 14.00000 196.00| | BARRIER DELINEATOR | | | 0056 609-06259 195.000 SYS | 95.00000 18525.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0057 610-07487 49.000 TON | 150.00000 7350.00| | HMA FOR APPROACHES, TYPE B | | | 0058 610-08446 118.000 SYS | 75.00000 8850.00| | PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -19 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 611-08232 3.000 EACH | 195.00000 585.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0060 615-06505 3.000 EACH | 675.00000 2025.00| | MONUMENT, B | | | 0061 616-02320 1326.000 SYS | 2.50000 3315.00| | GEOTEXTILES | | | 0062 616-06405 514.000 TON | 25.00000 12850.00| | RIPRAP, REVETMENT | | | 0063 621-01004 2.000 EACH | 275.00000 550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 6.300 TON | 1348.00000 8492.40| | FERTILIZER | | | 0065 621-06553 2145.000 LBS | 2.29000 4912.05| | SEED MIXTURE, R | | | 0066 621-06557 1010.000 LBS | 2.50000 2525.00| | SEED MIXTURE, T | | | 0067 621-06565 25.000 TON | 288.00000 7200.00| | MULCHING MATERIAL | | | 0068 621-06567 22.600 kGAL | 1.00000 22.60| | WATER | | | 0069 621-06574 4153.000 SYS | 2.68000 11130.04| | SODDING | | | 0070 621-06575 2130.000 SYS | 2.68000 5708.40| | SODDING, NURSERY | | | 0071 628-09402 15.000 MOS | 2500.00000 37500.00| | FIELD OFFICE, B | | | 0072 628-09407 15.000 MOS | 350.00000 5250.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0073 628-09408 12.000 MOS | 350.00000 4200.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0074 628-09409 12.000 MOS | 75.00000 900.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0075 701-06011 3.000 EACH | 2500.00000 7500.00| | DYNAMIC PILE LOAD TEST | | | 0076 701-06012 3.000 EACH | 500.00000 1500.00| | TEST PILE, RESTRIKE | | | 0077 701-06027 3.000 EACH | 2000.00000 6000.00| | TEST PILE | | | 0078 701-51160 1229.000 LFT | 90.00000 110610.00| | PILE, STEEL SHELL, 14 IN. 0.593" WALL | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -20 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 701-99086 17.000 EACH | 350.00000 5950.00| | PILE TIP, STEEL SHELL | | | 0080 702-51005 83.000 CYS | 700.00000 58100.00| | CONCRETE, A, SUBSTRUCTURE | | | 0081 702-51015 5.200 CYS | 700.00000 3640.00| | CONCRETE, B, FOOTINGS | | | 0082 702-92857 22.000 CYS | 700.00000 15400.00| | CONCRETE, C, SUBSTRUCTURE | | | 0083 703-51030 6317.000 LBS | 0.85000 5369.45| | REINFORCING STEEL | | | 0084 703-51032 80165.000 LBS | 1.00000 80165.00| | REINFORCING STEEL, EPOXY COATED | | | 0085 704-51002 284.000 CYS | 500.00000 142000.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0086 706-05732 4.000 EACH | 1600.00000 6400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0087 706-51020 40.000 CYS | 526.00000 21040.00| | CONCRETE, C, RAILING | | | 0088 707-09310 826.000 LFT | 500.00000 413000.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 60 IN. | | | 0089 709-07110 12509.000 SFT | 0.55000 6879.95| | SEAL COAT, GRAFFITI RESISTANT | | | 0090 709-51821 LUMP | 6300.00000 6300.00| | SURFACE SEAL | | | 0091 715-05019 400.000 LFT | 55.00000 22000.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0092 715-05052 400.000 LFT | 20.00000 8000.00| | PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0093 715-05118 400.000 LFT | 20.00000 8000.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0094 715-05123 400.000 LFT | 27.00000 10800.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0095 715-05136 225.000 LFT | 200.00000 45000.00| | PIPE, TYPE 1, CIRCULAR, 72 IN. | | | 0096 715-05149 105.000 LFT | 35.00000 3675.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0097 715-05169 270.000 LFT | 30.00000 8100.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0098 715-05212 400.000 LFT | 34.00000 13600.00| | PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0099 715-05237 217.000 LFT | 150.00000 32550.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -21 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 715-05443 10.000 LFT | 200.00000 2000.00| | PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0101 715-06357 2.000 EACH | 2000.00000 4000.00| | CONCRETE ANCHOR, 72 IN. | | | 0102 715-09446 400.000 LFT | 50.00000 20000.00| | PIPE, TYPE 4, CIRCULAR, 36 IN. | | | 0103 715-09447 10.000 LFT | 300.00000 3000.00| | PIPE, DRAIN TILE TERMINAL SECTION, 24 | | | IN. | | | 0104 715-09448 10.000 LFT | 475.00000 4750.00| | PIPE, DRAIN TILE, TERMINAL SECTION, 36 | | | IN. | | | 0105 715-46005 12.000 EACH | 600.00000 7200.00| | PIPE END SECTION, 15 IN. | | | 0106 715-46095 2.000 EACH | 1000.00000 2000.00| | PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0107 720-45065 2.000 EACH | 3500.00000 7000.00| | INLET, N12 | | | 0108 731-93945 3588.000 SFT | 25.00000 89700.00| | FACE PANELS, CONCRETE | | | 0109 731-93946 3588.000 SFT | 13.00000 46644.00| | WALL ERECTION | | | 0110 731-93947 226.000 LFT | 40.00000 9040.00| | LEVELING PAD, CONCRETE | | | 0111 801-04308 4.000 EACH | 720.00000 2880.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06625 20.000 EACH | 90.00000 1800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0113 801-06640 12.000 EACH | 199.00000 2388.00| | CONSTRUCTION SIGN, A | | | 0114 801-06645 6.000 EACH | 60.00000 360.00| | CONSTRUCTION SIGN, B | | | 0115 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0116 801-07118 96.000 LFT | 18.00000 1728.00| | BARRICADE, III-A | | | 0117 808-06713 510.000 LFT | 0.61000 311.10| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0118 808-06714 510.000 LFT | 0.61000 311.10| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0119 808-75205 3530.000 LFT | 0.40000 1412.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 130 -22 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : IB-28950-A COUNTIES : HOWARD LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 808-75245 3530.000 LFT | 0.40000 1412.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0121 202-03135 2140.000 SFT | 6.50000 13910.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0122 721-09548 2.000 EACH | 2000.00000 4000.00| | AUTOMATIC DRAINAGE GATE , 12" | | | SECTION TOTALS | $ 2,926,255.30| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,926,255.30| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -1 VENDOR RANKING CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : ADDED TRAVEL LANES COMPLETION DATE : 11/01/10 LOCATION : ON SR 62 FROM 6TH STREET IN CHANDLER TO O.90 MILE EAST OF PROJECT(S) : 0123008 URBAN LIMITS OF BOONVILLE 0123008 0123008 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 17,695,917.09 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 18,558,572.00 104.8749% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 19,416,000.00 109.7202% 4 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 19,507,191.04 110.2355% 5 36-2231526 WALSH CONSTR COMPANY $ 20,793,519.20 117.5046% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -2 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP | 239590.30000 239590.30| 199995.50000 199995.50| 330440.48000 330440.48 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 108.13000 324.39| 175.00000 525.00| 200.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 84.000 MOS | 30.97000 2601.48| 60.00000 5040.00| 100.00000 8400.00 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 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 | 884795.85000 884795.85| 920000.00000 920000.00| 970000.00000 970000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 176959.17000 176959.17| 185800.00000 185800.00| 194000.00000 194000.00 CLEARING RIGHT OF WAY | | | 0014 202-01300 1.000 EACH | 510.00000 510.00| 550.00000 550.00| 500.00000 500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-02240 36704.000 m2 | 6.32000 231969.28| 4.00000 146816.00| 8.50000 311984.00 PAVEMENT REMOVAL | | | 0016 202-02241 106.800 m | 15.35000 1639.38| 14.00000 1495.20| 15.05000 1607.34 GUARDRAIL, REMOVE | | | 0017 202-02271 44.000 EACH | 102.00000 4488.00| 125.00000 5500.00| 100.00000 4400.00 HEADWALL, REMOVE | | | 0018 202-02272 52.000 m | 15.30000 795.60| 19.00000 988.00| 15.00000 780.00 PAVED SIDE DITCH, REMOVE | | | 0019 202-02286 6.000 EACH | 3723.00000 22338.00| 12500.00000 75000.00| 3650.00000 21900.00 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -3 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-91385 10.000 EACH | 204.00000 2040.00| 240.00000 2400.00| 200.00000 2000.00 INLET, REMOVE | | | 0021 202-96133 1694.200 m | 30.35000 51418.97| 32.00000 54214.40| 29.75000 50402.45 PIPE, REMOVE | | | 0022 203-02000 138157.000 m3 | 10.71000 1479661.47| 8.00000 1105256.00| 11.00000 1519727.00 EXCAVATION, COMMON | | | 0023 205-06931 3538.500 Mg | 39.78000 140761.53| 44.00000 155694.00| 39.00000 138001.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 31.000 EACH | 96.90000 3003.90| 335.00000 10385.00| 95.00000 2945.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06937 640.200 m | 4.95000 3168.99| 10.00000 6402.00| 4.85000 3104.97 TEMPORARY SILT FENCE | | | 0026 205-09543 493.000 Mg | 30.60000 15085.80| 28.00000 13804.00| 30.00000 14790.00 NO 2 STONE | | | 0027 207-08267 46659.400 m2 | 8.67000 404537.00| 11.00000 513253.40| 8.50000 396604.90 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 207-08268 141913.000 m2 | 15.81000 2243644.53| 16.00000 2270608.00| 15.50000 2199651.50 SUBGRADE TREATMENT, TYPE IV | | | 0029 211-02050 469.200 m3 | 38.76000 18186.19| 55.00000 25806.00| 38.00000 17829.60 B BORROW | | | 0030 211-09264 2034.300 m3 | 37.74000 76774.48| 47.00000 95612.10| 37.00000 75269.10 STRUCTURE BACKFILL, TYPE 1 | | | 0031 211-09265 1320.600 m3 | 66.30000 87555.78| 65.00000 85839.00| 65.00000 85839.00 STRUCTURE BACKFILL, TYPE 2 | | | 0032 211-09266 674.200 m3 | 40.29000 27163.52| 52.00000 35058.40| 39.50000 26630.90 STRUCTURE BACKFILL, TYPE 3 | | | 0033 211-09268 573.800 m3 | 153.00000 87791.40| 104.00000 59675.20| 150.00000 86070.00 STRUCTURE BACKFILL, TYPE 5 | | | 0034 301-07448 27713.400 Mg | 26.11000 723596.87| 27.00000 748261.80| 25.70000 712234.38 COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-06464 31082.900 m3 | 48.46000 1506277.33| 55.00000 1709559.50| 55.00000 1709559.50 SUBBASE FOR PCCP | | | 0036 303-05692 276.800 Mg | 26.52000 7340.74| 28.00000 7750.40| 26.00000 7196.80 STONE, NO. 8 | | | 0037 306-08034 584.800 m2 | 27.00000 15789.60| 7.50000 4386.00| 11.00000 6432.80 MILLING, ASPHALT, 38 mm | | | 0038 402-07433 305.600 Mg | 92.00000 28115.20| 100.00000 30560.00| 93.00000 28420.80 HMA SURFACE, TYPE B | | | 0039 402-07438 540.200 Mg | 70.00000 37814.00| 77.00000 41595.40| 78.00000 42135.60 HMA INTERMEDIATE, TYPE B | | | 0040 402-07453 11846.000 Mg | 62.50000 740375.00| 72.00000 852912.00| 74.30000 880157.80 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -4 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 406-05520 5.920 Mg | 600.00000 3552.00| 660.00000 3907.20| 440.00000 2604.80 ASPHALT FOR TACK COAT | | | 0042 501-06266 LUMP | 6963.50000 6963.50| 7500.00000 7500.00| 20000.00000 20000.00 PROFILOGRAPH, PCCP | | | 0043 501-06321 128974.200 m2 | 32.12000 4142651.30| 35.00000 4514097.00| 38.50000 4965506.70 QC/QA-PCCP, 250 mm | | | 0044 503-03489 42.000 EACH | 15.00000 630.00| 16.00000 672.00| 20.00000 840.00 RETROFITTED TIE BARS | | | 0045 503-05240 23147.100 m | 28.69000 664090.30| 31.00000 717560.10| 30.00000 694413.00 D-1 CONTRACTION JOINT | | | 0047 601-01740 4.000 EACH | 1836.00000 7344.00| 2200.00000 8800.00| 2025.00000 8100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0049 601-05071 2.000 EACH | 1836.00000 3672.00| 2500.00000 5000.00| 2325.00000 4650.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0050 601-06856 14.000 EACH | 510.00000 7140.00| 220.00000 3080.00| 200.00000 2800.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0051 601-99105 417.200 m | 63.50000 26492.20| 64.00000 26700.80| 61.62000 25707.86 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 610-07487 7233.600 Mg | 83.00000 600388.80| 90.00000 651024.00| 97.00000 701659.20 HMA FOR APPROACHES, TYPE B | | | 0053 610-08446 192.200 m2 | 42.33000 8135.83| 45.00000 8649.00| 37.00000 7111.40 PCCP FOR APPROACHES, 150 mm | | | 0054 610-09108 350.300 m2 | 48.45000 16972.04| 52.00000 18215.60| 45.00000 15763.50 PCCP FOR APPROACHES, 225 mm | | | 0055 611-06497 18.000 EACH | 142.80000 2570.40| 225.00000 4050.00| 165.00000 2970.00 MAILBOX ASSEMBLY, SINGLE | | | 0056 615-06490 131.000 EACH | 122.40000 16034.40| 140.00000 18340.00| 128.00000 16768.00 RIGHT OF WAY MARKER | | | 0057 615-06505 13.000 EACH | 510.00000 6630.00| 715.00000 9295.00| 650.00000 8450.00 MONUMENT, B | | | 0058 615-06510 2.000 EACH | 306.00000 612.00| 575.00000 1150.00| 525.00000 1050.00 MONUMENT, C | | | 0059 615-06515 28.000 EACH | 153.00000 4284.00| 135.00000 3780.00| 125.00000 3500.00 MONUMENT, D | | | 0060 615-06527 3.000 EACH | 357.00000 1071.00| 580.00000 1740.00| 532.77000 1598.31 MONUMENT, SECTION CORNER | | | 0061 616-02320 6879.700 m2 | 2.04000 14034.59| 2.50000 17199.25| 2.00000 13759.40 GEOTEXTILES | | | 0062 616-05688 104.100 Mg | 47.94000 4990.55| 38.00000 3955.80| 47.00000 4892.70 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -5 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 616-05689 155.700 Mg | 48.96000 7623.07| 39.00000 6072.30| 48.00000 7473.60 RIPRAP, CLASS 2 | | | 0064 616-06405 2710.800 Mg | 41.82000 113365.66| 37.00000 100299.60| 41.00000 111142.80 RIPRAP, REVETMENT | | | 0065 616-06451 610.400 Mg | 41.82000 25526.93| 40.00000 24416.00| 41.00000 25026.40 RIPRAP, UNIFORM | | | 0066 621-01004 5.000 EACH | 729.30000 3646.50| 750.00000 3750.00| 715.00000 3575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02356 12.400 kg | 188.70000 2339.88| 204.00000 2529.60| 185.00000 2294.00 SEEDING, WETLAND | | | 0068 621-02770 2518.000 m2 | 1.33000 3348.94| 1.25000 3147.50| 1.30000 3273.40 EROSION CONTROL BLANKET | | | 0069 621-06545 14.200 Mg | 1045.50000 14846.10| 1130.00000 16046.00| 1025.00000 14555.00 FERTILIZER | | | 0070 621-06554 2050.100 kg | 6.38000 13079.64| 7.00000 14350.70| 6.25000 12813.13 SEED MIXTURE, U | | | 0071 621-06557 2250.700 kg | 2.30000 5176.61| 2.00000 4501.40| 2.25000 5064.08 SEED MIXTURE, T | | | 0072 621-06565 118.300 Mg | 448.80000 53093.04| 450.00000 53235.00| 440.00000 52052.00 MULCHING MATERIAL | | | 0073 621-06567 218.800 kL | 1.02000 223.18| 1.00000 218.80| 1.00000 218.80 WATER | | | 0074 621-06574 12158.000 m2 | 3.88000 47173.04| 3.25000 39513.50| 3.05000 37081.90 SODDING | | | 0075 628-09402 28.000 MOS | 2314.41000 64803.48| 1400.00000 39200.00| 2500.00000 70000.00 FIELD OFFICE, B | | | 0076 628-09407 28.000 MOS | 216.24000 6054.72| 145.00000 4060.00| 300.00000 8400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0077 702-51863 72.000 EACH | 15.30000 1101.60| 27.00000 1944.00| 15.00000 1080.00 FIELD DRILLED HOLE IN CONCRETE | | | 0078 702-90915 28.500 m3 | 1881.90000 53634.15| 2200.00000 62700.00| 1845.00000 52582.50 CONCRETE, A | | | 0079 702-94656 45.700 m3 | 984.30000 44982.51| 715.00000 32675.50| 965.00000 44100.50 CONCRETE, B | | | 0080 703-06028 2619.000 kg | 2.04000 5342.76| 3.00000 7857.00| 2.00000 5238.00 REINFORCING BARS | | | 0081 711-51035 124.760 kg | 7.45000 929.46| 8.00000 998.08| 7.30000 910.75 STRUCTURAL STEEL | | | 0082 714-01366 52.000 m | 2040.00000 106080.00| 2050.00000 106600.00| 2000.00000 104000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -6 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 714-06391 55.000 m | 4386.00000 241230.00| 4400.00000 242000.00| 4300.00000 236500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1500 mm | | | 0084 714-06610 39.800 m | 4233.00000 168473.40| 4100.00000 163180.00| 4150.00000 165170.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1200 mm | | | 0085 714-26718 15.000 m | 2251.14000 33767.10| 2450.00000 36750.00| 2207.00000 33105.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm , TEMPORARY | | | 0086 714-99346 76.700 m | 563.04000 43185.17| 575.00000 44102.50| 552.00000 42338.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0087 715-02398 1.000 EACH | 3406.80000 3406.80| 3600.00000 3600.00| 3340.00000 3340.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0088 715-02630 1.000 EACH | 1254.60000 1254.60| 1517.00000 1517.00| 1230.00000 1230.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0089 715-03475 20.000 EACH | 525.30000 10506.00| 660.00000 13200.00| 515.00000 10300.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0090 715-03584 4.000 EACH | 790.50000 3162.00| 1000.00000 4000.00| 775.00000 3100.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0091 715-05019 86.500 m | 295.80000 25586.70| 325.00000 28112.50| 290.00000 25085.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0092 715-05048 10156.000 m | 9.18000 93232.08| 8.00000 81248.00| 9.00000 91404.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0093 715-05053 588.000 m | 51.00000 29988.00| 57.00000 33516.00| 50.00000 29400.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0094 715-05119 211.200 m | 112.20000 23696.64| 105.00000 22176.00| 110.00000 23232.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0095 715-05123 35.600 m | 153.00000 5446.80| 215.00000 7654.00| 150.00000 5340.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0096 715-05151 720.900 m | 117.30000 84561.57| 95.00000 68485.50| 115.00000 82903.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0097 715-05152 100.000 m | 122.40000 12240.00| 105.00000 10500.00| 120.00000 12000.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0098 715-05154 84.800 m | 163.20000 13839.36| 165.00000 13992.00| 160.00000 13568.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0099 715-05169 778.100 m | 126.48000 98414.09| 99.00000 77031.90| 124.00000 96484.40 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0100 715-05171 151.600 m | 134.64000 20411.42| 110.00000 16676.00| 132.00000 20011.20 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0101 715-05173 123.900 m | 163.20000 20220.48| 140.00000 17346.00| 160.00000 19824.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -7 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 715-05229 53.400 m | 181.56000 9695.30| 170.00000 9078.00| 178.00000 9505.20 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0103 715-05233 25.800 m | 216.24000 5578.99| 180.00000 4644.00| 212.00000 5469.60 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0104 715-05239 217.900 m | 397.80000 86680.62| 420.00000 91518.00| 390.00000 84981.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0105 715-05248 31.400 m | 683.40000 21458.76| 825.00000 25905.00| 670.00000 21038.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.55 | | | m2 | | | 0106 715-06471 2.000 EACH | 1142.40000 2284.80| 1450.00000 2900.00| 1120.00000 2240.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0107 715-07303 2.000 EACH | 1275.00000 2550.00| 1600.00000 3200.00| 1250.00000 2500.00 CONCRETE ANCHOR, MIN. AREA 1.55 m2 | | | 0108 715-09323 4.000 EACH | 3876.00000 15504.00| 1335.00000 5340.00| 3800.00000 15200.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.68 m2 | | | 0109 715-46005 117.000 EACH | 317.22000 37114.74| 455.00000 53235.00| 311.00000 36387.00 PIPE END SECTION, 375 mm | | | 0110 715-46010 16.000 EACH | 364.14000 5826.24| 545.00000 8720.00| 357.00000 5712.00 PIPE END SECTION, 450 mm | | | 0111 715-46020 19.000 EACH | 527.34000 10019.46| 760.00000 14440.00| 517.00000 9823.00 PIPE END SECTION, 600 mm | | | 0112 715-46040 3.000 EACH | 1252.56000 3757.68| 1500.00000 4500.00| 1228.00000 3684.00 PIPE END SECTION, 900 mm | | | 0113 715-97804 8.000 EACH | 1653.42000 13227.36| 2000.00000 16000.00| 1621.00000 12968.00 PIPE END SECTION, MIN. AREA .69 m2 | | | 0114 718-06528 54.000 EACH | 637.50000 34425.00| 500.00000 27000.00| 625.00000 33750.00 OUTLET PROTECTOR, 1 | | | 0115 718-06529 13.000 EACH | 606.90000 7889.70| 500.00000 6500.00| 595.00000 7735.00 OUTLET PROTECTOR, 2 | | | 0116 718-06531 16.000 EACH | 571.20000 9139.20| 500.00000 8000.00| 560.00000 8960.00 OUTLET PROTECTOR, 3 | | | 0117 718-06532 2000.000 m | 2.55000 5100.00| 3.00000 6000.00| 2.50000 5000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0118 718-34000 59.700 m | 20.40000 1217.88| 34.50000 2059.65| 20.00000 1194.00 PIPE, UNDERDRAIN, PERFORATED, 1.32 mm, | | | 150 mm | | | 0119 718-52610 1537.100 m3 | 63.24000 97206.20| 52.50000 80697.75| 62.00000 95300.20 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -8 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 718-99153 15754.000 m2 | 1.84000 28987.36| 1.30000 20480.20| 1.80000 28357.20 GEOTEXTILES FOR UNDERDRAIN | | | 0121 720-08299 8.000 EACH | 1734.00000 13872.00| 1000.00000 8000.00| 1700.00000 13600.00 DROP INLET , TEMPORARY | | | 0122 720-45205 11.000 EACH | 1836.00000 20196.00| 1870.00000 20570.00| 1800.00000 19800.00 CATCH BASIN, A2 | | | 0123 720-45270 15.000 EACH | 1351.50000 20272.50| 1400.00000 21000.00| 1325.00000 19875.00 PIPE CATCH BASIN, 450 mm | | | 0124 720-94612 1.000 EACH | 2703.00000 2703.00| 4800.00000 4800.00| 2650.00000 2650.00 MANHOLE, K4 | | | 0125 731-93945 260.000 m2 | 158.10000 41106.00| 225.00000 58500.00| 155.00000 40300.00 FACE PANELS, CONCRETE | | | 0126 731-93946 260.000 m2 | 351.90000 91494.00| 140.00000 36400.00| 345.00000 89700.00 WALL ERECTION | | | 0127 731-93947 65.600 m | 112.20000 7360.32| 26.50000 1738.40| 110.00000 7216.00 LEVELING PAD, CONCRETE | | | 0128 801-03290 2.000 EACH | 606.90000 1213.80| 655.00000 1310.00| 595.00000 1190.00 CONSTRUCTION SIGN, C | | | 0129 801-04308 3.000 EACH | 606.90000 1820.70| 655.00000 1965.00| 595.00000 1785.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0130 801-06203 58027.000 m | 0.53000 30754.31| 0.50000 29013.50| 0.52000 30174.04 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0131 801-06207 21453.000 m | 3.20000 68649.60| 3.00000 64359.00| 3.14000 67362.42 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0132 801-06577 76.800 m | 19.33000 1484.54| 20.00000 1536.00| 18.95000 1455.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0133 801-06625 20.000 EACH | 198.90000 3978.00| 215.00000 4300.00| 195.00000 3900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0134 801-06640 21.000 EACH | 300.90000 6318.90| 325.00000 6825.00| 295.00000 6195.00 CONSTRUCTION SIGN, A | | | 0135 801-06645 3.000 EACH | 168.30000 504.90| 180.00000 540.00| 165.00000 495.00 CONSTRUCTION SIGN, B | | | 0136 801-06710 730.000 DAY | 10.20000 7446.00| 10.00000 7300.00| 10.00000 7300.00 FLASHING ARROW SIGN | | | 0137 801-06775 LUMP | 150541.40000 150541.40| 300000.00000 300000.00| 390000.00000 390000.00 MAINTAINING TRAFFIC | | | 0138 801-07119 57.600 m | 53.04000 3055.10| 55.00000 3168.00| 52.00000 2995.20 BARRICADE, III-B | | | 0139 801-08401 435.000 m | 115.70000 50329.50| 180.00000 78300.00| 58.00000 25230.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -9 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 801-94295 38.000 EACH | 122.40000 4651.20| 130.00000 4940.00| 120.00000 4560.00 SIGNAL HEAD, RELOCATE | | | 0141 802-02475 1.000 EACH | 612.00000 612.00| 650.00000 650.00| 600.00000 600.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0142 802-05701 235.800 m | 40.19000 9476.80| 40.00000 9432.00| 39.40000 9290.52 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0143 802-05702 17.100 m | 36.72000 627.91| 350.00000 5985.00| 36.00000 615.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0144 802-07060 2.000 EACH | 81.60000 163.20| 85.00000 170.00| 80.00000 160.00 SIGN, SHEET, RELOCATE | | | 0145 802-07151 2.000 EACH | 346.80000 693.60| 375.00000 750.00| 340.00000 680.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0146 802-76025 16.850 m2 | 163.20000 2749.92| 175.00000 2948.75| 160.00000 2696.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0147 802-76035 49.200 m2 | 183.60000 9033.12| 195.00000 9594.00| 180.00000 8856.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0148 802-76045 9.950 m2 | 204.00000 2029.80| 220.00000 2189.00| 200.00000 1990.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0149 804-06770 83.000 EACH | 32.64000 2709.12| 25.00000 2075.00| 23.00000 1909.00 DELINEATOR POST | | | 0150 805-01815 1.000 EACH | 1836.00000 1836.00| 1900.00000 1900.00| 1800.00000 1800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0151 805-01825 4.000 EACH | 97.92000 391.68| 100.00000 400.00| 96.00000 384.00 DISCONNECT HANGER, INSTALL , RELOCATE | | | 0152 805-01842 4.000 EACH | 816.00000 3264.00| 875.00000 3500.00| 800.00000 3200.00 HANDHOLE, SIGNAL | | | 0153 805-02087 LUMP | 510.00000 510.00| 550.00000 550.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0154 805-02328 440.300 m | 0.41000 180.52| 0.45000 198.14| 0.40000 176.12 SIGNAL CABLE, 1C 14GA. | | | 0155 805-06592 92.900 m | 56.10000 5211.69| 60.00000 5574.00| 55.00000 5109.50 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0156 805-78205 1.000 EACH | 691.56000 691.56| 725.00000 725.00| 678.00000 678.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -10 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 805-78467 13.100 m | 6.73000 88.16| 7.00000 91.70| 6.60000 86.46 SIGNAL CABLE, 3C 8GA. | | | 0158 805-78485 97.300 m | 4.39000 427.15| 4.50000 437.85| 4.30000 418.39 SIGNAL CABLE, 5C 14GA. | | | 0159 805-78490 188.800 m | 5.10000 962.88| 5.50000 1038.40| 5.00000 944.00 SIGNAL CABLE, 7C 14GA. | | | 0160 805-78510 1338.800 m | 2.35000 3146.18| 2.50000 3347.00| 2.30000 3079.24 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0161 805-78746 315.700 m | 24.48000 7728.34| 26.00000 8208.20| 24.00000 7576.80 PREFORMED LOOP DETECTORS | | | 0162 805-78785 8.000 EACH | 510.00000 4080.00| 550.00000 4400.00| 500.00000 4000.00 SIGNAL DETECTOR HOUSING | | | 0163 805-81032 1.000 EACH | 4406.40000 4406.40| 4750.00000 4750.00| 4320.00000 4320.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0164 805-92504 8.000 EACH | 204.00000 1632.00| 220.00000 1760.00| 200.00000 1600.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0165 808-03002 11557.700 m | 1.41000 16296.36| 1.50000 17336.55| 1.38000 15949.63 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0166 808-03178 78.000 EACH | 192.78000 15036.84| 205.00000 15990.00| 189.00000 14742.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0167 808-03179 69.000 EACH | 280.50000 19354.50| 300.00000 20700.00| 275.00000 18975.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0168 808-03631 9340.000 m | 1.41000 13169.40| 1.50000 14010.00| 1.38000 12889.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0169 808-03632 9910.000 m | 1.41000 13973.10| 1.50000 14865.00| 1.38000 13675.80 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0170 808-04896 2052.000 m | 1.41000 2893.32| 1.50000 3078.00| 1.38000 2831.76 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0171 808-06711 22.000 m | 10.15000 223.30| 10.00000 220.00| 9.95000 218.90 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0172 808-06713 2523.000 m | 0.77000 1942.71| 0.75000 1892.25| 0.75000 1892.25 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0173 808-06714 361.000 m | 0.77000 277.97| 0.75000 270.75| 0.75000 270.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0174 808-06716 49848.300 m | 1.14000 56827.06| 1.25000 62310.38| 1.12000 55830.10 LINE, REMOVE | | | 0175 808-06723 2.000 EACH | 192.78000 385.56| 200.00000 400.00| 189.00000 378.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0176 808-06724 2.000 EACH | 280.50000 561.00| 300.00000 600.00| 275.00000 550.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -11 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 808-75008 121.000 m | 1.53000 185.13| 1650.00000 199650.00| 1.50000 181.50 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0178 808-75067 31.300 m | 42.33000 1324.93| 45.00000 1408.50| 41.50000 1298.95 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE 600 mm | | | 0179 808-75245 662.000 m | 2.00000 1324.00| 2.00000 1324.00| 1.96000 1297.52 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0180 808-75297 103.200 m | 12.19000 1258.01| 13.00000 1341.60| 11.95000 1233.24 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0181 808-75998 685.000 EACH | 15.50000 10617.50| 16.00000 10960.00| 15.20000 10412.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0182 206-51220 600.000 m3 | 30.60000 18360.00| 11.00000 6600.00| 30.00000 18000.00 EXCAVATION, WET | | | 0183 501-06727 LUMP | 8091.65000 8091.65| 8900.00000 8900.00| 20000.00000 20000.00 CORING, PCCP | | | 0184 714-26718 14.800 m | 2251.14000 33316.87| 2440.00000 36112.00| 2207.00000 32663.60 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm , TEMPORARY | | | 0185 714-02677 14.700 m | 759.90000 11170.53| 1220.00000 17934.00| 745.00000 10951.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm , TEMPORARY | | | 0186 714-99346 17.400 m | 563.04000 9796.90| 985.00000 17139.00| 552.00000 9604.80 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm , TEMPORARY | | | 0187 714-93978 12.200 m | 739.50000 9021.90| 1080.00000 13176.00| 725.00000 8845.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm , TEMPORARY | | | 0188 715-04509 683.800 m | 153.00000 104621.40| 155.00000 105989.00| 150.00000 102570.00 TEMPORARY PIPE | | | 0189 715-01354 48.200 m | 35.70000 1720.74| 75.00000 3615.00| 35.00000 1687.00 CLEAN EXISTING PIPE | | | 0190 715-46005 44.000 EACH | 317.22000 13957.68| 425.00000 18700.00| 311.00000 13684.00 PIPE END SECTION, 375 mm , TEMPORARY | | | 0191 715-46010 10.000 EACH | 364.14000 3641.40| 450.00000 4500.00| 357.00000 3570.00 PIPE END SECTION, 450 mm , TEMPORARY | | | 0192 715-08303 1.000 EACH | 1530.00000 1530.00| 2500.00000 2500.00| 1500.00000 1500.00 CONCRETE ANCHOR, MIN. AREA 1.9 m2 , | | | TEMPORARY | | | 0193 720-02442 2.000 EACH | 576.30000 1152.60| 1500.00000 3000.00| 565.00000 1130.00 PIPE, PLUG EXISTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -12 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-2040801 |E & B PAVING INC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0194 720-97958 4.000 EACH | 2907.00000 11628.00| 3600.00000 14400.00| 2850.00000 11400.00 MANHOLE, K2 , TEMPORARY | | | 0195 720-45005 2.000 EACH | 1836.00000 3672.00| 2450.00000 4900.00| 1800.00000 3600.00 INLET, A2 , TEMPORARY | | | 0196 720-90984 1.000 EACH | 1734.00000 1734.00| 3150.00000 3150.00| 1700.00000 1700.00 MANHOLE, C2 , TEMPORARY | | | 0197 720-90129 1.000 EACH | 2652.00000 2652.00| 3725.00000 3725.00| 2600.00000 2600.00 MANHOLE, J2 , TEMPORARY | | | 0198 720-45270 5.000 EACH | 1351.50000 6757.50| 1550.00000 7750.00| 1325.00000 6625.00 PIPE CATCH BASIN, 450 mm , TEMPORARY | | | SECTION TOTALS | $ 17,695,917.09| $ 18,558,572.00| $ 19,416,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,695,917.09| $ 18,558,572.00| $ 19,416,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -13 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP | 250001.11000 250001.11| 750000.00000 750000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 220.00000 660.00| 150.00000 450.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 84.000 MOS | 165.00000 13860.00| 90.00000 7560.00| 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 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| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 977167.94000 977167.94| 1039679.56000 1039679.56| MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 195433.58000 195433.58| 207935.91000 207935.91| CLEARING RIGHT OF WAY | | | 0014 202-01300 1.000 EACH | 500.00000 500.00| 20000.00000 20000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-02240 36704.000 m2 | 7.07000 259497.28| 15.00000 550560.00| PAVEMENT REMOVAL | | | 0016 202-02241 106.800 m | 11.50000 1228.20| 25.00000 2670.00| GUARDRAIL, REMOVE | | | 0017 202-02271 44.000 EACH | 155.76000 6853.44| 1000.00000 44000.00| HEADWALL, REMOVE | | | 0018 202-02272 52.000 m | 46.20000 2402.40| 26.25000 1365.00| PAVED SIDE DITCH, REMOVE | | | 0019 202-02286 6.000 EACH | 2382.55000 14295.30| 25000.00000 150000.00| PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -14 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-91385 10.000 EACH | 451.86000 4518.60| 400.00000 4000.00| INLET, REMOVE | | | 0021 202-96133 1694.200 m | 35.95000 60906.49| 35.00000 59297.00| PIPE, REMOVE | | | 0022 203-02000 138157.000 m3 | 13.62000 1881698.34| 12.70000 1754593.90| EXCAVATION, COMMON | | | 0023 205-06931 3538.500 Mg | 46.01000 162806.39| 41.45000 146670.83| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 31.000 EACH | 95.00000 2945.00| 144.25000 4471.75| TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06937 640.200 m | 4.85000 3104.97| 9.70000 6209.94| TEMPORARY SILT FENCE | | | 0026 205-09543 493.000 Mg | 30.00000 14790.00| 30.00000 14790.00| NO 2 STONE | | | 0027 207-08267 46659.400 m2 | 8.64000 403137.22| 11.50000 536583.10| SUBGRADE TREATMENT, TYPE IIIA | | | 0028 207-08268 141913.000 m2 | 12.88000 1827839.44| 16.75000 2377042.75| SUBGRADE TREATMENT, TYPE IV | | | 0029 211-02050 469.200 m3 | 40.00000 18768.00| 24.00000 11260.80| B BORROW | | | 0030 211-09264 2034.300 m3 | 35.04000 71281.87| 24.00000 48823.20| STRUCTURE BACKFILL, TYPE 1 | | | 0031 211-09265 1320.600 m3 | 61.15000 80754.69| 45.75000 60417.45| STRUCTURE BACKFILL, TYPE 2 | | | 0032 211-09266 674.200 m3 | 38.65000 26057.83| 25.00000 16855.00| STRUCTURE BACKFILL, TYPE 3 | | | 0033 211-09268 573.800 m3 | 147.88000 84853.54| 95.00000 54511.00| STRUCTURE BACKFILL, TYPE 5 | | | 0034 301-07448 27713.400 Mg | 26.28000 728308.15| 31.50000 872972.10| COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-06464 31082.900 m3 | 61.22000 1902895.14| 49.39000 1535184.43| SUBBASE FOR PCCP | | | 0036 303-05692 276.800 Mg | 30.00000 8304.00| 32.25000 8926.80| STONE, NO. 8 | | | 0037 306-08034 584.800 m2 | 16.27000 9514.70| 4.00000 2339.20| MILLING, ASPHALT, 38 mm | | | 0038 402-07433 305.600 Mg | 104.00000 31782.40| 92.93000 28399.41| HMA SURFACE, TYPE B | | | 0039 402-07438 540.200 Mg | 82.00000 44296.40| 70.71000 38197.54| HMA INTERMEDIATE, TYPE B | | | 0040 402-07453 11846.000 Mg | 64.20000 760513.20| 65.49000 775794.54| HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -15 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 406-05520 5.920 Mg | 695.00000 4114.40| 606.06000 3587.88| ASPHALT FOR TACK COAT | | | 0042 501-06266 LUMP | 8606.79000 8606.79| 6980.95000 6980.95| PROFILOGRAPH, PCCP | | | 0043 501-06321 128974.200 m2 | 40.57000 5232483.29| 40.00000 5158968.00| QC/QA-PCCP, 250 mm | | | 0044 503-03489 42.000 EACH | 45.58000 1914.36| 15.04000 631.68| RETROFITTED TIE BARS | | | 0045 503-05240 23147.100 m | 25.84000 598121.06| 33.00000 763854.30| D-1 CONTRACTION JOINT | | | 0047 601-01740 4.000 EACH | 2025.00000 8100.00| 1800.00000 7200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0049 601-05071 2.000 EACH | 2325.00000 4650.00| 1800.00000 3600.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0050 601-06856 14.000 EACH | 200.00000 2800.00| 250.00000 3500.00| MODIFIED POSTS, NESTED GUARDRAIL | | | 0051 601-99105 417.200 m | 58.50000 24406.20| 62.25000 25970.70| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 610-07487 7233.600 Mg | 99.00000 716126.40| 83.84000 606465.02| HMA FOR APPROACHES, TYPE B | | | 0053 610-08446 192.200 m2 | 60.53000 11633.87| 38.94000 7484.27| PCCP FOR APPROACHES, 150 mm | | | 0054 610-09108 350.300 m2 | 70.71000 24769.71| 47.36000 16590.21| PCCP FOR APPROACHES, 225 mm | | | 0055 611-06497 18.000 EACH | 165.00000 2970.00| 140.00000 2520.00| MAILBOX ASSEMBLY, SINGLE | | | 0056 615-06490 131.000 EACH | 128.00000 16768.00| 196.34000 25720.54| RIGHT OF WAY MARKER | | | 0057 615-06505 13.000 EACH | 650.00000 8450.00| 700.00000 9100.00| MONUMENT, B | | | 0058 615-06510 2.000 EACH | 525.00000 1050.00| 500.00000 1000.00| MONUMENT, C | | | 0059 615-06515 28.000 EACH | 125.00000 3500.00| 250.00000 7000.00| MONUMENT, D | | | 0060 615-06527 3.000 EACH | 532.77000 1598.31| 516.67000 1550.01| MONUMENT, SECTION CORNER | | | 0061 616-02320 6879.700 m2 | 1.50000 10319.55| 3.04000 20914.29| GEOTEXTILES | | | 0062 616-05688 104.100 Mg | 43.68000 4547.09| 37.00000 3851.70| RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -16 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 616-05689 155.700 Mg | 44.19000 6880.38| 35.25000 5488.43| RIPRAP, CLASS 2 | | | 0064 616-06405 2710.800 Mg | 40.84000 110709.07| 27.50000 74547.00| RIPRAP, REVETMENT | | | 0065 616-06451 610.400 Mg | 42.18000 25746.67| 32.75000 19990.60| RIPRAP, UNIFORM | | | 0066 621-01004 5.000 EACH | 715.00000 3575.00| 715.00000 3575.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02356 12.400 kg | 185.00000 2294.00| 185.00000 2294.00| SEEDING, WETLAND | | | 0068 621-02770 2518.000 m2 | 1.30000 3273.40| 1.30000 3273.40| EROSION CONTROL BLANKET | | | 0069 621-06545 14.200 Mg | 1025.00000 14555.00| 1025.00000 14555.00| FERTILIZER | | | 0070 621-06554 2050.100 kg | 6.25000 12813.13| 6.25000 12813.13| SEED MIXTURE, U | | | 0071 621-06557 2250.700 kg | 2.25000 5064.08| 2.25000 5064.08| SEED MIXTURE, T | | | 0072 621-06565 118.300 Mg | 440.00000 52052.00| 440.00000 52052.00| MULCHING MATERIAL | | | 0073 621-06567 218.800 kL | 1.00000 218.80| 1.00000 218.80| WATER | | | 0074 621-06574 12158.000 m2 | 3.05000 37081.90| 3.05000 37081.90| SODDING | | | 0075 628-09402 28.000 MOS | 2750.00000 77000.00| 2950.00000 82600.00| FIELD OFFICE, B | | | 0076 628-09407 28.000 MOS | 137.50000 3850.00| 150.00000 4200.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0077 702-51863 72.000 EACH | 20.00000 1440.00| 11.00000 792.00| FIELD DRILLED HOLE IN CONCRETE | | | 0078 702-90915 28.500 m3 | 2500.00000 71250.00| 1888.31000 53816.84| CONCRETE, A | | | 0079 702-94656 45.700 m3 | 1000.00000 45700.00| 612.86000 28007.70| CONCRETE, B | | | 0080 703-06028 2619.000 kg | 2.50000 6547.50| 1.75000 4583.25| REINFORCING BARS | | | 0081 711-51035 124.760 kg | 7.30000 910.75| 7.35000 916.99| STRUCTURAL STEEL | | | 0082 714-01366 52.000 m | 2102.16000 109312.32| 2000.00000 104000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -17 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 714-06391 55.000 m | 4293.00000 236115.00| 4850.00000 266750.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1500 mm | | | 0084 714-06610 39.800 m | 4008.82000 159551.04| 4600.00000 183080.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1200 mm | | | 0085 714-26718 15.000 m | 2000.00000 30000.00| 2901.68000 43525.20| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm , TEMPORARY | | | 0086 714-99346 76.700 m | 631.14000 48408.44| 725.00000 55607.50| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0087 715-02398 1.000 EACH | 3187.52000 3187.52| 3160.00000 3160.00| SAFETY METAL END SECTION, 6:1, 900 mm | | | 0088 715-02630 1.000 EACH | 1251.52000 1251.52| 1436.75000 1436.75| SAFETY METAL END SECTION, 6:1, 600 mm | | | 0089 715-03475 20.000 EACH | 635.99000 12719.80| 633.87000 12677.40| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0090 715-03584 4.000 EACH | 822.99000 3291.96| 794.14000 3176.56| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0091 715-05019 86.500 m | 218.66000 18914.09| 246.50000 21322.25| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0092 715-05048 10156.000 m | 12.02000 122075.12| 9.35000 94958.60| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0093 715-05053 588.000 m | 45.86000 26965.68| 45.44000 26718.72| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0094 715-05119 211.200 m | 94.37000 19930.94| 95.06000 20076.67| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0095 715-05123 35.600 m | 134.69000 4794.96| 175.50000 6247.80| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0096 715-05151 720.900 m | 94.35000 68016.92| 120.00000 86508.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0097 715-05152 100.000 m | 103.44000 10344.00| 142.69000 14269.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0098 715-05154 84.800 m | 134.36000 11393.73| 165.00000 13992.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0099 715-05169 778.100 m | 94.36000 73421.52| 103.50000 80533.35| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0100 715-05171 151.600 m | 103.38000 15672.41| 123.67000 18748.37| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0101 715-05173 123.900 m | 134.30000 16639.77| 144.01000 17842.84| PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -18 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 715-05229 53.400 m | 144.37000 7709.36| 222.29000 11870.29| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0103 715-05233 25.800 m | 180.36000 4653.29| 257.72000 6649.18| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0104 715-05239 217.900 m | 316.32000 68926.13| 390.19000 85022.40| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0105 715-05248 31.400 m | 597.05000 18747.37| 835.17000 26224.34| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.55 | | | m2 | | | 0106 715-06471 2.000 EACH | 492.99000 985.98| 1338.01000 2676.02| PIPE END SECTION, MIN. AREA .31 m2 | | | 0107 715-07303 2.000 EACH | 2732.70000 5465.40| 1520.88000 3041.76| CONCRETE ANCHOR, MIN. AREA 1.55 m2 | | | 0108 715-09323 4.000 EACH | 3187.49000 12749.96| 2195.89000 8783.56| SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.68 m2 | | | 0109 715-46005 117.000 EACH | 426.99000 49957.83| 320.00000 37440.00| PIPE END SECTION, 375 mm | | | 0110 715-46010 16.000 EACH | 492.99000 7887.84| 375.00000 6000.00| PIPE END SECTION, 450 mm | | | 0111 715-46020 19.000 EACH | 635.99000 12083.81| 675.50000 12834.50| PIPE END SECTION, 600 mm | | | 0112 715-46040 3.000 EACH | 1346.21000 4038.63| 1170.73000 3512.19| PIPE END SECTION, 900 mm | | | 0113 715-97804 8.000 EACH | 1346.21000 10769.68| 2678.90000 21431.20| PIPE END SECTION, MIN. AREA .69 m2 | | | 0114 718-06528 54.000 EACH | 696.04000 37586.16| 530.00000 28620.00| OUTLET PROTECTOR, 1 | | | 0115 718-06529 13.000 EACH | 667.77000 8681.01| 530.00000 6890.00| OUTLET PROTECTOR, 2 | | | 0116 718-06531 16.000 EACH | 630.37000 10085.92| 515.00000 8240.00| OUTLET PROTECTOR, 3 | | | 0117 718-06532 2000.000 m | 2.50000 5000.00| 3.28000 6560.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0118 718-34000 59.700 m | 33.00000 1970.10| 6.00000 358.20| PIPE, UNDERDRAIN, PERFORATED, 1.32 mm, | | | 150 mm | | | 0119 718-52610 1537.100 m3 | 65.05000 99988.36| 45.00000 69169.50| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -19 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 718-99153 15754.000 m2 | 0.58000 9137.32| 1.55000 24418.70| GEOTEXTILES FOR UNDERDRAIN | | | 0121 720-08299 8.000 EACH | 2416.68000 19333.44| 2147.30000 17178.40| DROP INLET , TEMPORARY | | | 0122 720-45205 11.000 EACH | 2220.85000 24429.35| 2487.80000 27365.80| CATCH BASIN, A2 | | | 0123 720-45270 15.000 EACH | 1160.61000 17409.15| 1830.84000 27462.60| PIPE CATCH BASIN, 450 mm | | | 0124 720-94612 1.000 EACH | 5652.47000 5652.47| 4056.35000 4056.35| MANHOLE, K4 | | | 0125 731-93945 260.000 m2 | 250.00000 65000.00| 188.40000 48984.00| FACE PANELS, CONCRETE | | | 0126 731-93946 260.000 m2 | 350.00000 91000.00| 91.43000 23771.80| WALL ERECTION | | | 0127 731-93947 65.600 m | 85.00000 5576.00| 63.82000 4186.59| LEVELING PAD, CONCRETE | | | 0128 801-03290 2.000 EACH | 595.00000 1190.00| 595.00000 1190.00| CONSTRUCTION SIGN, C | | | 0129 801-04308 3.000 EACH | 595.00000 1785.00| 595.00000 1785.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0130 801-06203 58027.000 m | 0.52000 30174.04| 0.52000 30174.04| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0131 801-06207 21453.000 m | 3.14000 67362.42| 3.14000 67362.42| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0132 801-06577 76.800 m | 18.95000 1455.36| 18.95000 1455.36| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0133 801-06625 20.000 EACH | 195.00000 3900.00| 195.00000 3900.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0134 801-06640 21.000 EACH | 295.00000 6195.00| 295.00000 6195.00| CONSTRUCTION SIGN, A | | | 0135 801-06645 3.000 EACH | 165.00000 495.00| 165.00000 495.00| CONSTRUCTION SIGN, B | | | 0136 801-06710 730.000 DAY | 10.00000 7300.00| 10.00000 7300.00| FLASHING ARROW SIGN | | | 0137 801-06775 LUMP | 282496.86000 282496.86| 323372.70000 323372.70| MAINTAINING TRAFFIC | | | 0138 801-07119 57.600 m | 52.00000 2995.20| 52.00000 2995.20| BARRICADE, III-B | | | 0139 801-08401 435.000 m | 92.28000 40141.80| 82.10000 35713.50| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -20 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 801-94295 38.000 EACH | 120.00000 4560.00| 120.89000 4593.82| SIGNAL HEAD, RELOCATE | | | 0141 802-02475 1.000 EACH | 600.00000 600.00| 604.44000 604.44| SIGN, PANEL, REMOVE AND RELOCATE | | | 0142 802-05701 235.800 m | 39.40000 9290.52| 39.69000 9358.90| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0143 802-05702 17.100 m | 36.00000 615.60| 36.27000 620.22| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0144 802-07060 2.000 EACH | 80.00000 160.00| 100.00000 200.00| SIGN, SHEET, RELOCATE | | | 0145 802-07151 2.000 EACH | 340.00000 680.00| 342.52000 685.04| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0146 802-76025 16.850 m2 | 160.00000 2696.00| 161.18000 2715.88| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0147 802-76035 49.200 m2 | 180.00000 8856.00| 181.33000 8921.44| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0148 802-76045 9.950 m2 | 200.00000 1990.00| 201.48000 2004.73| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0149 804-06770 83.000 EACH | 23.00000 1909.00| 36.27000 3010.41| DELINEATOR POST | | | 0150 805-01815 1.000 EACH | 1800.00000 1800.00| 1813.32000 1813.32| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0151 805-01825 4.000 EACH | 96.00000 384.00| 96.71000 386.84| DISCONNECT HANGER, INSTALL , RELOCATE | | | 0152 805-01842 4.000 EACH | 800.00000 3200.00| 805.92000 3223.68| HANDHOLE, SIGNAL | | | 0153 805-02087 LUMP | 500.00000 500.00| 503.70000 503.70| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0154 805-02328 440.300 m | 0.40000 176.12| 0.40000 176.12| SIGNAL CABLE, 1C 14GA. | | | 0155 805-06592 92.900 m | 55.00000 5109.50| 55.41000 5147.59| CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0156 805-78205 1.000 EACH | 678.00000 678.00| 683.02000 683.02| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -21 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 805-78467 13.100 m | 6.60000 86.46| 6.65000 87.12| SIGNAL CABLE, 3C 8GA. | | | 0158 805-78485 97.300 m | 4.30000 418.39| 4.33000 421.31| SIGNAL CABLE, 5C 14GA. | | | 0159 805-78490 188.800 m | 5.00000 944.00| 5.04000 951.55| SIGNAL CABLE, 7C 14GA. | | | 0160 805-78510 1338.800 m | 2.30000 3079.24| 2.32000 3106.02| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0161 805-78746 315.700 m | 24.00000 7576.80| 24.18000 7633.63| PREFORMED LOOP DETECTORS | | | 0162 805-78785 8.000 EACH | 500.00000 4000.00| 503.70000 4029.60| SIGNAL DETECTOR HOUSING | | | 0163 805-81032 1.000 EACH | 4320.00000 4320.00| 4351.97000 4351.97| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0164 805-92504 8.000 EACH | 200.00000 1600.00| 201.48000 1611.84| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0165 808-03002 11557.700 m | 1.38000 15949.63| 1.38000 15949.63| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0166 808-03178 78.000 EACH | 189.00000 14742.00| 189.00000 14742.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0167 808-03179 69.000 EACH | 275.00000 18975.00| 275.00000 18975.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0168 808-03631 9340.000 m | 1.38000 12889.20| 1.38000 12889.20| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0169 808-03632 9910.000 m | 1.38000 13675.80| 1.38000 13675.80| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0170 808-04896 2052.000 m | 1.38000 2831.76| 1.38000 2831.76| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0171 808-06711 22.000 m | 9.95000 218.90| 9.95000 218.90| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0172 808-06713 2523.000 m | 0.75000 1892.25| 0.75000 1892.25| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0173 808-06714 361.000 m | 0.75000 270.75| 0.75000 270.75| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0174 808-06716 49848.300 m | 1.12000 55830.10| 1.12000 55830.10| LINE, REMOVE | | | 0175 808-06723 2.000 EACH | 189.00000 378.00| 189.00000 378.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0176 808-06724 2.000 EACH | 275.00000 550.00| 275.00000 550.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -22 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 808-75008 121.000 m | 1.50000 181.50| 1.50000 181.50| LINE, PAINT, SOLID, WHITE, 200 mm | | | 0178 808-75067 31.300 m | 41.50000 1298.95| 41.50000 1298.95| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE 600 mm | | | 0179 808-75245 662.000 m | 1.96000 1297.52| 1.96000 1297.52| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0180 808-75297 103.200 m | 11.95000 1233.24| 11.95000 1233.24| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0181 808-75998 685.000 EACH | 15.20000 10412.00| 20.95000 14350.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0182 206-51220 600.000 m3 | 22.00000 13200.00| 36.83000 22098.00| EXCAVATION, WET | | | 0183 501-06727 LUMP | 8606.79000 8606.79| 8111.93000 8111.93| CORING, PCCP | | | 0184 714-26718 14.800 m | 2000.00000 29600.00| 3200.00000 47360.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm , TEMPORARY | | | 0185 714-02677 14.700 m | 723.27000 10632.07| 596.33000 8766.05| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm , TEMPORARY | | | 0186 714-99346 17.400 m | 704.04000 12250.30| 950.00000 16530.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm , TEMPORARY | | | 0187 714-93978 12.200 m | 713.21000 8701.16| 1000.00000 12200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm , TEMPORARY | | | 0188 715-04509 683.800 m | 122.89000 84032.18| 118.50000 81030.30| TEMPORARY PIPE | | | 0189 715-01354 48.200 m | 42.61000 2053.80| 49.72000 2396.50| CLEAN EXISTING PIPE | | | 0190 715-46005 44.000 EACH | 426.99000 18787.56| 450.00000 19800.00| PIPE END SECTION, 375 mm , TEMPORARY | | | 0191 715-46010 10.000 EACH | 492.99000 4929.90| 575.50000 5755.00| PIPE END SECTION, 450 mm , TEMPORARY | | | 0192 715-08303 1.000 EACH | 2732.70000 2732.70| 3041.76000 3041.76| CONCRETE ANCHOR, MIN. AREA 1.9 m2 , | | | TEMPORARY | | | 0193 720-02442 2.000 EACH | 525.15000 1050.30| 395.84000 791.68| PIPE, PLUG EXISTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 160 -23 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : IR-25273-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 36-2231526 |( ) |BERNS CONSTRUCTION COMPANY I |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0194 720-97958 4.000 EACH | 3788.18000 15152.72| 5500.00000 22000.00| MANHOLE, K2 , TEMPORARY | | | 0195 720-45005 2.000 EACH | 1940.80000 3881.60| 2350.00000 4700.00| INLET, A2 , TEMPORARY | | | 0196 720-90984 1.000 EACH | 3073.16000 3073.16| 3350.00000 3350.00| MANHOLE, C2 , TEMPORARY | | | 0197 720-90129 1.000 EACH | 3650.66000 3650.66| 4500.50000 4500.50| MANHOLE, J2 , TEMPORARY | | | 0198 720-45270 5.000 EACH | 1160.72000 5803.60| 2886.89000 14434.45| PIPE CATCH BASIN, 450 mm , TEMPORARY | | | SECTION TOTALS | $ 19,507,191.04| $ 20,793,519.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,507,191.04| $ 20,793,519.20| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : ADDED TRAVEL LANES, NEW BRIDGES, DECK REPLACEMENT, SIGNS COMPLETION DATE : 07/01/11 LOCATION : ON SR 66 FROM FRENCH ISLAND TRAIL TO YANKEETOWN ROAD PROJECT(S) : 0067010 0067010 0067010 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 28,966,533.12 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 29,984,569.34 103.5145% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 30,500,379.50 105.2952% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 30,708,000.00 106.0120% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -2 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 177700.00000 177700.00| 366375.00000 366375.00| 250000.00000 250000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 50.00000 200.00| 171.44000 685.76| 160.00000 640.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 132.000 MOS | 81.82000 10800.24| 57.15000 7543.80| 65.00000 8580.00 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 1455000.00000 1455000.00| 1499200.00000 1499200.00| 1391000.00000 1391000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 350000.00000 350000.00| 599500.00000 599500.00| 612800.00000 612800.00 CLEARING RIGHT OF WAY | | | 0015 202-02240 4581.000 m2 | 15.00000 68715.00| 7.00000 32067.00| 11.00000 50391.00 PAVEMENT REMOVAL | | | 0016 202-02241 2681.000 m | 10.65000 28552.65| 8.90000 23860.90| 8.40000 22520.40 GUARDRAIL, REMOVE | | | 0017 202-02276 2.000 EACH | 240.00000 480.00| 140.00000 280.00| 50.00000 100.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0018 202-02278 109.000 m | 35.00000 3815.00| 12.00000 1308.00| 11.00000 1199.00 CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -3 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-05545 2523.000 m3 | 41.10000 103695.30| 60.00000 151380.00| 52.00000 131196.00 REGULATED MATERIALS, DISPOSE, C | | | 0021 202-05550 2523.000 m3 | 7.72000 19477.56| 6.00000 15138.00| 5.25000 13245.75 REGULATED MATERIALS, REMOVE, C | | | 0022 202-05555 2523.000 m3 | 19.17000 48365.91| 12.00000 30276.00| 18.50000 46675.50 REGULATED MATERIALS, TRANSPORT, C | | | 0023 202-05825 1.000 EACH | 12800.00000 12800.00| 6000.00000 6000.00| 5000.00000 5000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 22800 THROUGH 39000 | | | LITERS CAPACITY | | | 0024 202-09106 10.000 EACH | 226.80000 2268.00| 285.00000 2850.00| 50.00000 500.00 TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN | | | (WATER), 'BTEX-MTBE' | | | 0025 202-51328 LUMP | 63000.00000 63000.00| 68000.00000 68000.00| 73500.00000 73500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0026 202-51328 LUMP | 40000.00000 40000.00| 40000.00000 40000.00| 42000.00000 42000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0027 202-51330 LUMP | 20000.00000 20000.00| 8300.00000 8300.00| 21000.00000 21000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0028 202-78515 LUMP | 500.00000 500.00| 1800.00000 1800.00| 525.00000 525.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0029 202-90747 33.500 m3 | 250.00000 8375.00| 250.00000 8375.00| 262.50000 8793.75 RETAINING WALL, REMOVE | | | 0030 202-92222 20.000 EACH | 342.00000 6840.00| 285.00000 5700.00| 96.60000 1932.00 TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN - TPH GASOLINE | | | AND DIESEL (48 HOUR RESUL | | | 0031 202-96128 24.000 m | 35.00000 840.00| 25.00000 600.00| 15.00000 360.00 GUTTER, CONCRETE, REMOVE | | | 0032 203-02000 155243.000 m3 | 8.10000 1257468.30| 10.50000 1630051.50| 6.45000 1001317.35 EXCAVATION, COMMON | | | 0033 203-02070 379292.000 m3 | 8.00000 3034336.00| 9.50000 3603274.00| 8.10000 3072265.20 BORROW | | | 0034 203-51223 3582.000 m3 | 10.50000 37611.00| 12.00000 42984.00| 10.50000 37611.00 EXCAVATION, WATERWAY | | | 0035 205-03371 475.000 m3 | 25.00000 11875.00| 15.00000 7125.00| 7.25000 3443.75 SEDIMENT REMOVE | | | 0036 205-06930 14.400 Mg | 90.00000 1296.00| 160.00000 2304.00| 45.00000 648.00 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -4 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 205-06931 1600.000 Mg | 57.50000 92000.00| 50.00000 80000.00| 36.00000 57600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0038 205-06932 560.000 m | 13.65000 7644.00| 15.00000 8400.00| 25.00000 14000.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0039 205-06933 31.000 EACH | 95.00000 2945.00| 95.00000 2945.00| 100.00000 3100.00 TEMPORARY DITCH INLET PROTECTION | | | 0040 205-06936 254.000 Mg | 55.00000 13970.00| 40.00000 10160.00| 35.00000 8890.00 TEMPORARY SEDIMENT TRAP | | | 0041 205-06937 3614.000 m | 7.67000 27719.38| 8.00000 28912.00| 8.70000 31441.80 TEMPORARY SILT FENCE | | | 0042 205-06938 221.000 m | 43.00000 9503.00| 48.00000 10608.00| 44.40000 9812.40 TEMPORARY SLOPE DRAIN | | | 0043 206-51220 1406.000 m3 | 15.00000 21090.00| 28.00000 39368.00| 15.75000 22144.50 EXCAVATION, WET | | | 0044 206-51225 1747.000 m3 | 10.00000 17470.00| 10.00000 17470.00| 10.50000 18343.50 EXCAVATION, DRY | | | 0046 206-51235 LUMP | 325000.00000 325000.00| 330000.00000 330000.00| 341250.00000 341250.00 COFFERDAM , STR. NO. 2 | | | 0047 206-51235 LUMP | 215000.00000 215000.00| 215000.00000 215000.00| 241500.00000 241500.00 COFFERDAM , STR. NO. 1 | | | 0048 206-51817 217.000 m2 | 260.00000 56420.00| 260.00000 56420.00| 273.00000 59241.00 SHEET PILING, STEEL | | | 0049 207-08263 172249.000 m2 | 4.12000 709665.88| 4.75000 818182.75| 4.75000 818182.75 SUBGRADE TREATMENT, TYPE IA | | | 0050 207-08267 20595.000 m2 | 14.74000 303570.30| 10.50000 216247.50| 10.35000 213158.25 SUBGRADE TREATMENT, TYPE IIIA | | | 0051 211-02050 1075.000 m3 | 40.00000 43000.00| 50.00000 53750.00| 32.40000 34830.00 B BORROW | | | 0052 211-06467 184.800 m3 | 65.00000 12012.00| 65.00000 12012.00| 70.00000 12936.00 AGGREGATE FOR END BENT BACKFILL | | | 0054 211-09264 2428.000 m3 | 30.64000 74393.92| 55.00000 133540.00| 36.00000 87408.00 STRUCTURE BACKFILL, TYPE 1 | | | 0055 211-09265 3393.000 m3 | 27.00000 91611.00| 55.00000 186615.00| 110.00000 373230.00 STRUCTURE BACKFILL, TYPE 2 | | | 0056 211-09268 530.000 m3 | 110.00000 58300.00| 110.00000 58300.00| 120.00000 63600.00 STRUCTURE BACKFILL, TYPE 5 | | | 0057 214-07203 1491.000 m2 | 3.65000 5442.15| 3.50000 5218.50| 4.00000 5964.00 GEOGRID, II | | | 0058 301-07448 53413.000 Mg | 26.00000 1388738.00| 26.00000 1388738.00| 27.00000 1442151.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0059 302-07455 720.100 m3 | 56.12000 40412.01| 75.00000 54007.50| 104.50000 75250.45 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -5 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 303-01180 479.300 Mg | 31.58000 15136.29| 31.00000 14858.30| 36.00000 17254.80 COMPACTED AGGREGATE, NO. 53 | | | 0061 306-08043 1160.000 m2 | 12.35000 14326.00| 5.00000 5800.00| 2.75000 3190.00 MILLING, TRANSITION | | | 0062 401-06264 LUMP | 8500.00000 8500.00| 8500.00000 8500.00| 9000.00000 9000.00 PROFILOGRAPH, HMA | | | 0063 401-07334 11027.000 Mg | 93.50000 1031024.50| 93.50000 1031024.50| 98.25000 1083402.75 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0064 401-07403 19231.000 Mg | 68.50000 1317323.50| 68.50000 1317323.50| 72.00000 1384632.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0065 401-07408 2297.000 Mg | 63.00000 144711.00| 63.50000 145859.50| 66.25000 152176.25 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0066 401-07424 45979.300 Mg | 59.00000 2712778.70| 59.00000 2712778.70| 62.00000 2850716.60 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0067 401-07429 25920.000 Mg | 60.00000 1555200.00| 60.00000 1555200.00| 63.00000 1632960.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0068 402-07432 4615.000 Mg | 69.50000 320742.50| 70.00000 323050.00| 73.00000 336895.00 HMA SURFACE, TYPE A | | | 0069 402-07433 228.000 Mg | 88.50000 20178.00| 88.50000 20178.00| 93.00000 21204.00 HMA SURFACE, TYPE B | | | 0071 402-07440 14472.000 Mg | 54.00000 781488.00| 54.00000 781488.00| 56.70000 820562.40 HMA BASE, TYPE A | | | 0072 404-05511 1575.000 m2 | 5.00000 7875.00| 5.00000 7875.00| 5.25000 8268.75 SEAL COAT, 2 | | | 0073 406-05520 189.000 Mg | 600.00000 113400.00| 600.00000 113400.00| 630.00000 119070.00 ASPHALT FOR TACK COAT | | | 0075 502-06329 3748.000 m2 | 55.00000 206140.00| 59.00000 221132.00| 57.75000 216447.00 PCCP, 300 mm | | | 0076 503-03489 74.000 EACH | 9.00000 666.00| 9.50000 703.00| 10.00000 740.00 RETROFITTED TIE BARS | | | 0077 601-01522 12.000 EACH | 1800.00000 21600.00| 2250.00000 27000.00| 2150.00000 25800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0078 601-01740 2.000 EACH | 1700.00000 3400.00| 2000.00000 4000.00| 2025.00000 4050.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0079 601-02206 1306.840 m | 46.00000 60114.64| 22.00000 28750.48| 23.00000 30057.32 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0080 601-06035 11.430 m | 40.00000 457.20| 45.00000 514.35| 50.00000 571.50 GUARDRAIL, RESET | | | 0081 601-06037 1.000 EACH | 1000.00000 1000.00| 900.00000 900.00| 950.00000 950.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -6 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 601-94689 8.000 EACH | 2400.00000 19200.00| 2700.00000 21600.00| 2625.00000 21000.00 GUARDRAIL END TREATMENT, OS | | | 0083 601-94690 6.000 EACH | 3400.00000 20400.00| 4000.00000 24000.00| 4300.00000 25800.00 GUARDRAIL END TREATMENT, MS | | | 0084 601-97080 3.000 EACH | 2200.00000 6600.00| 1950.00000 5850.00| 2050.00000 6150.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0085 601-99105 1446.480 m | 53.00000 76663.44| 58.00000 83895.84| 60.00000 86788.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0086 601-99108 618.000 m | 69.00000 42642.00| 85.00000 52530.00| 88.20000 54507.60 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0087 601-99132 1.000 EACH | 100.00000 100.00| 80.00000 80.00| 84.00000 84.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0088 602-06729 64.000 EACH | 6.00000 384.00| 12.00000 768.00| 8.00000 512.00 BARRIER DELINEATOR | | | 0089 603-06040 10187.000 m | 16.40000 167066.80| 17.00000 173179.00| 21.00000 213927.00 FENCE, FARM FIELD, 1190 mm | | | 0090 606-07484 24618.000 m | 0.48000 11816.64| 0.35000 8616.30| 0.30000 7385.40 MILLED HMA SHOULDER CORRUGATIONS | | | 0091 608-05741 9512.000 m | 2.40000 22828.80| 2.25000 21402.00| 3.00000 28536.00 WICK DRAIN | | | 0092 609-06259 1198.200 m2 | 80.00000 95856.00| 80.00000 95856.00| 84.00000 100648.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0093 610-07486 1787.000 Mg | 87.00000 155469.00| 88.00000 157256.00| 91.35000 163242.45 HMA FOR APPROACHES, TYPE A | | | 0094 610-52817 1.000 EACH | 23000.00000 23000.00| 27000.00000 27000.00| 65000.00000 65000.00 TEMPORARY CROSSOVER, B | | | 0095 611-03392 3.000 EACH | 10000.00000 30000.00| 16000.00000 48000.00| 18700.00000 56100.00 TEMPORARY CROSSOVER, A MODIFIED | | | 0096 611-06497 20.000 EACH | 130.00000 2600.00| 195.00000 3900.00| 200.00000 4000.00 MAILBOX ASSEMBLY, SINGLE | | | 0097 611-06498 1.000 EACH | 160.00000 160.00| 280.00000 280.00| 280.00000 280.00 MAILBOX ASSEMBLY, DOUBLE | | | 0098 611-95728 135.000 m2 | 42.00000 5670.00| 42.00000 5670.00| 44.00000 5940.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0099 615-06490 89.000 EACH | 120.00000 10680.00| 130.00000 11570.00| 135.00000 12015.00 RIGHT OF WAY MARKER | | | 0100 615-06505 18.000 EACH | 500.00000 9000.00| 650.00000 11700.00| 675.00000 12150.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -7 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 615-06510 39.000 EACH | 300.00000 11700.00| 515.00000 20085.00| 550.00000 21450.00 MONUMENT, C | | | 0102 615-06527 1.000 EACH | 350.00000 350.00| 600.00000 600.00| 600.00000 600.00 MONUMENT, SECTION CORNER | | | 0103 616-02320 31728.300 m2 | 2.00000 63456.60| 2.80000 88839.24| 2.75000 87252.83 GEOTEXTILES | | | 0104 616-05689 498.200 Mg | 40.40000 20127.28| 36.00000 17935.20| 33.50000 16689.70 RIPRAP, CLASS 2 | | | 0105 616-06405 16631.700 Mg | 36.16000 601402.27| 37.00000 615372.90| 31.00000 515582.70 RIPRAP, REVETMENT | | | 0106 616-06451 142.000 Mg | 37.90000 5381.80| 38.00000 5396.00| 37.50000 5325.00 RIPRAP, UNIFORM | | | 0107 616-51367 784.000 m2 | 45.00000 35280.00| 45.00000 35280.00| 47.25000 37044.00 SLOPEWALL, CONCRETE, 100 mm | | | 0108 619-09429 1866.000 m2 | 75.00000 139950.00| 75.00000 139950.00| 78.75000 146947.50 CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0110 621-01004 6.000 EACH | 715.00000 4290.00| 715.00000 4290.00| 750.00000 4500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0111 621-02770 8054.000 m2 | 1.22000 9825.88| 1.25000 10067.50| 1.30000 10470.20 EROSION CONTROL BLANKET | | | 0112 621-06545 32.000 Mg | 1025.00000 32800.00| 1025.00000 32800.00| 1075.00000 34400.00 FERTILIZER | | | 0113 621-06553 5962.000 kg | 5.50000 32791.00| 5.50000 32791.00| 5.75000 34281.50 SEED MIXTURE, R | | | 0114 621-06557 2824.000 kg | 2.00000 5648.00| 2.00000 5648.00| 2.10000 5930.40 SEED MIXTURE, T | | | 0115 621-06565 211.800 Mg | 440.00000 93192.00| 440.00000 93192.00| 470.00000 99546.00 MULCHING MATERIAL | | | 0116 621-06567 576.000 kL | 1.00000 576.00| 1.00000 576.00| 1.00000 576.00 WATER | | | 0117 621-06574 29277.000 m2 | 3.43000 100420.11| 3.10000 90758.70| 3.40000 99541.80 SODDING | | | 0118 621-06575 2847.000 m2 | 3.43000 9765.21| 3.10000 8825.70| 3.60000 10249.20 SODDING, NURSERY | | | 0119 622-52436 12.000 EACH | 32.00000 384.00| 32.00000 384.00| 35.00000 420.00 SIGN, DO NOT MOW OR SPRAY | | | 0120 622-91786 610.000 EACH | 6.14000 3745.40| 6.50000 3965.00| 6.45000 3934.50 SEEDLING | | | 0121 622-98200 44.000 EACH | 32.00000 1408.00| 35.00000 1540.00| 35.00000 1540.00 SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -8 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 628-09403 33.000 MOS | 1845.45000 60899.85| 1300.00000 42900.00| 1600.00000 52800.00 FIELD OFFICE, C | | | 0123 628-09407 33.000 MOS | 200.00000 6600.00| 135.00000 4455.00| 300.00000 9900.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0126 701-91792 212.000 EACH | 200.00000 42400.00| 200.00000 42400.00| 210.00000 44520.00 PILE TIP, STEEL H | | | 0128 702-51005 671.400 m3 | 780.00000 523692.00| 780.00000 523692.00| 820.00000 550548.00 CONCRETE, A, SUBSTRUCTURE | | | 0129 702-51015 378.400 m3 | 550.00000 208120.00| 550.00000 208120.00| 577.50000 218526.00 CONCRETE, B, FOOTINGS | | | 0130 702-51100 983.000 kg | 10.00000 9830.00| 10.00000 9830.00| 10.50000 10321.50 DRAIN PIPE, CAST IRON, 150 mm | | | 0131 702-51110 6136.000 kg | 6.00000 36816.00| 6.00000 36816.00| 6.30000 38656.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0132 702-51863 1212.000 EACH | 9.00000 10908.00| 9.00000 10908.00| 9.45000 11453.40 FIELD DRILLED HOLE IN CONCRETE | | | 0133 702-90915 5.200 m3 | 1250.00000 6500.00| 1250.00000 6500.00| 1320.00000 6864.00 CONCRETE, A | | | 0134 702-92857 67.200 m3 | 915.00000 61488.00| 915.00000 61488.00| 960.75000 64562.40 CONCRETE, C, SUBSTRUCTURE | | | 0135 703-51030 68812.000 kg | 1.91000 131430.92| 2.00000 137624.00| 2.00000 137624.00 REINFORCING STEEL | | | 0136 703-51032 249874.000 kg | 2.00000 499748.00| 2.10000 524735.40| 2.10000 524735.40 REINFORCING STEEL, EPOXY COATED | | | 0137 704-51002 1201.100 m3 | 765.00000 918841.50| 765.00000 918841.50| 803.25000 964783.58 CONCRETE, C, SUPERSTRUCTURE | | | 0138 706-05732 24.000 EACH | 1250.00000 30000.00| 1250.00000 30000.00| 1312.50000 31500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0140 706-51025 674.000 m | 125.00000 84250.00| 125.00000 84250.00| 131.25000 88462.50 CONCRETE, C, RAILING | | | 0141 707-05984 252.200 m | 500.00000 126100.00| 500.00000 126100.00| 813.75000 205227.75 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0142 709-51821 LUMP | 7500.00000 7500.00| 7500.00000 7500.00| 7875.00000 7875.00 SURFACE SEAL , STR. NO. 1 | | | 0143 709-51821 LUMP | 7180.00000 7180.00| 7200.00000 7200.00| 7550.00000 7550.00 SURFACE SEAL , STR. NO. 2 | | | 0144 709-51821 LUMP | 3730.00000 3730.00| 3730.00000 3730.00| 4000.00000 4000.00 SURFACE SEAL , STR. NO. 3 | | | 0145 709-51821 LUMP | 4510.00000 4510.00| 4510.00000 4510.00| 4700.00000 4700.00 SURFACE SEAL , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -9 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 709-51821 LUMP | 6490.00000 6490.00| 6500.00000 6500.00| 6800.00000 6800.00 SURFACE SEAL , STR. NO. 5 | | | 0147 710-51864 262.000 EACH | 20.00000 5240.00| 20.00000 5240.00| 21.00000 5502.00 FIELD DRILLED HOLE | | | 0148 711-51038 LUMP | 110000.00000 110000.00| 110000.00000 110000.00| 126000.00000 126000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0149 711-51038 LUMP | 465000.00000 465000.00| 465000.00000 465000.00| 488250.00000 488250.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0150 711-51038 LUMP | 55000.00000 55000.00| 55000.00000 55000.00| 57750.00000 57750.00 STRUCTURAL STEEL , STR. NO. 4 | | | 0151 711-51038 LUMP | 370000.00000 370000.00| 370000.00000 370000.00| 425250.00000 425250.00 STRUCTURAL STEEL , STR. NO. 5 | | | 0152 711-51070 2.000 EACH | 60.00000 120.00| 60.00000 120.00| 63.00000 126.00 ANCHOR PLATE, AP 1 | | | 0153 711-51877 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| 15750.00000 15750.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0154 711-51877 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 10500.00000 10500.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 4 | | | 0155 711-96800 3100.000 EACH | 2.50000 7750.00| 2.50000 7750.00| 2.63000 8153.00 STUD SHEAR CONNECTOR | | | 0156 714-02677 56.500 m | 960.00000 54240.00| 900.00000 50850.00| 976.00000 55144.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0157 714-26702 90.000 m | 1556.00000 140040.00| 1400.00000 126000.00| 3545.00000 319050.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0158 714-26707 64.000 m | 1391.00000 89024.00| 1300.00000 83200.00| 1375.00000 88000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0159 714-26709 93.500 m | 2069.00000 193451.50| 1800.00000 168300.00| 3350.00000 313225.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0160 714-26717 51.000 m | 2097.00000 106947.00| 1950.00000 99450.00| 2350.00000 119850.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0161 714-93641 114.500 m | 1052.00000 120454.00| 670.00000 76715.00| 875.00000 100187.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0162 714-99348 93.000 m | 1361.00000 126573.00| 1465.00000 136245.00| 3200.00000 297600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -10 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0164 715-05019 34.000 m | 328.00000 11152.00| 298.00000 10132.00| 290.00000 9860.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0165 715-05024 38.350 m | 1020.00000 39117.00| 263.00000 10086.05| 428.00000 16413.80 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0166 715-05048 25924.000 m | 11.25000 291645.00| 5.65000 146470.60| 12.00000 311088.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0167 715-05053 2851.000 m | 30.00000 85530.00| 51.85000 147824.35| 31.50000 89806.50 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0168 715-05121 883.200 m | 123.00000 108633.60| 97.50000 86112.00| 130.00000 114816.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0169 715-05123 19.500 m | 238.00000 4641.00| 200.50000 3909.75| 150.00000 2925.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0170 715-05125 93.500 m | 1249.00000 116781.50| 230.50000 21551.75| 205.00000 19167.50 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0171 715-05128 40.000 m | 389.00000 15560.00| 538.00000 21520.00| 315.00000 12600.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0172 715-05156 95.500 m | 1249.00000 119279.50| 250.00000 23875.00| 1700.00000 162350.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0173 715-05169 278.500 m | 147.00000 40939.50| 62.25000 17336.63| 115.00000 32027.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0174 715-05171 174.000 m | 191.00000 33234.00| 87.50000 15225.00| 130.00000 22620.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0175 715-05407 203.000 m | 30.00000 6090.00| 30.00000 6090.00| 31.50000 6394.50 PIPE, END BENT DRAIN, 150 mm | | | 0176 715-46005 46.000 EACH | 588.00000 27048.00| 477.00000 21942.00| 290.00000 13340.00 PIPE END SECTION, 375 mm | | | 0177 715-46010 49.000 EACH | 589.00000 28861.00| 517.00000 25333.00| 315.00000 15435.00 PIPE END SECTION, 450 mm | | | 0178 715-46020 2.000 EACH | 946.00000 1892.00| 729.00000 1458.00| 385.00000 770.00 PIPE END SECTION, 600 mm | | | 0179 715-46030 2.000 EACH | 972.00000 1944.00| 1074.50000 2149.00| 680.00000 1360.00 PIPE END SECTION, 750 mm | | | 0180 715-46040 2.000 EACH | 643.00000 1286.00| 1223.00000 2446.00| 900.00000 1800.00 PIPE END SECTION, 900 mm | | | 0181 718-06528 67.000 EACH | 237.12000 15887.04| 407.50000 27302.50| 235.00000 15745.00 OUTLET PROTECTOR, 1 | | | 0182 718-06529 199.000 EACH | 215.00000 42785.00| 384.25000 76465.75| 215.00000 42785.00 OUTLET PROTECTOR, 2 | | | 0183 718-06531 13.000 EACH | 202.90000 2637.70| 390.25000 5073.25| 200.00000 2600.00 OUTLET PROTECTOR, 3 | | | 0184 718-06532 3000.000 m | 3.00000 9000.00| 3.00000 9000.00| 3.45000 10350.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -11 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 718-52610 6227.000 m3 | 57.00000 354939.00| 51.00000 317577.00| 60.00000 373620.00 AGGREGATE FOR UNDERDRAINS | | | 0186 718-99153 52432.000 m2 | 1.15000 60296.80| 1.25000 65540.00| 1.25000 65540.00 GEOTEXTILES FOR UNDERDRAIN | | | 0187 720-44000 3.000 EACH | 1510.00000 4530.00| 500.00000 1500.00| 500.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0188 720-45065 31.000 EACH | 2635.00000 81685.00| 2550.00000 79050.00| 2850.00000 88350.00 INLET, N12 | | | 0189 720-45415 2.000 EACH | 10275.00000 20550.00| 3300.00000 6600.00| 4400.00000 8800.00 MANHOLE, D4 | | | 0190 720-90352 1.000 EACH | 39195.00000 39195.00| 4100.00000 4100.00| 8200.00000 8200.00 MANHOLE, D8 | | | 0191 726-92406 60.000 EACH | 800.00000 48000.00| 800.00000 48000.00| 945.00000 56700.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0192 731-93945 207.000 m2 | 250.00000 51750.00| 250.00000 51750.00| 262.50000 54337.50 FACE PANELS, CONCRETE | | | 0193 731-93946 207.000 m2 | 95.00000 19665.00| 170.00000 35190.00| 100.00000 20700.00 WALL ERECTION | | | 0194 731-93947 48.000 m | 120.00000 5760.00| 45.00000 2160.00| 126.00000 6048.00 LEVELING PAD, CONCRETE | | | 0195 801-01093 10.000 EACH | 1795.00000 17950.00| 1800.00000 18000.00| 1880.00000 18800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0196 801-01504 36.000 EACH | 48.00000 1728.00| 50.00000 1800.00| 50.40000 1814.40 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0197 801-04308 20.000 EACH | 595.00000 11900.00| 600.00000 12000.00| 624.75000 12495.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0198 801-06207 35777.000 m | 3.40000 121641.80| 3.20000 114486.40| 3.30000 118064.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0199 801-06218 320.000 m | 18.89000 6044.80| 19.00000 6080.00| 20.00000 6400.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0200 801-06469 1964.000 m | 6.30000 12373.20| 6.30000 12373.20| 6.60000 12962.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0201 801-06640 79.000 EACH | 495.00000 39105.00| 500.00000 39500.00| 520.00000 41080.00 CONSTRUCTION SIGN, A | | | 0202 801-06645 22.000 EACH | 165.00000 3630.00| 165.00000 3630.00| 175.00000 3850.00 CONSTRUCTION SIGN, B | | | 0203 801-06710 1095.000 DAY | 10.00000 10950.00| 10.00000 10950.00| 10.50000 11497.50 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -12 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0204 801-06775 LUMP | 433823.94000 433823.77| 195000.00000 195000.00| 260000.00000 260000.00 MAINTAINING TRAFFIC | | | 0205 801-07118 492.000 m | 54.95000 27035.40| 55.00000 27060.00| 58.00000 28536.00 BARRICADE, III-A | | | 0206 801-07119 65.000 m | 65.00000 4225.00| 65.00000 4225.00| 68.00000 4420.00 BARRICADE, III-B | | | 0207 801-08508 95.000 m | 271.72000 25813.40| 555.00000 52725.00| 350.00000 33250.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0208 801-09133 8.000 EACH | 14995.00000 119960.00| 16000.00000 128000.00| 15700.00000 125600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0209 801-94295 45.000 EACH | 120.00000 5400.00| 120.00000 5400.00| 126.00000 5670.00 SIGNAL HEAD, RELOCATE | | | 0210 802-05701 200.940 m | 39.00000 7836.66| 39.00000 7836.66| 41.00000 8238.54 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0211 802-05702 106.090 m | 36.00000 3819.24| 36.00000 3819.24| 38.00000 4031.42 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0212 802-05703 13.060 m | 45.00000 587.70| 45.00000 587.70| 47.25000 617.09 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0213 802-76025 10.330 m2 | 168.00000 1735.44| 168.00000 1735.44| 176.50000 1823.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0214 802-76035 46.580 m2 | 180.00000 8384.40| 180.00000 8384.40| 190.00000 8850.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0215 802-76045 6.580 m2 | 200.00000 1316.00| 200.00000 1316.00| 210.00000 1381.80 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0216 802-96915 LUMP | 720.00000 720.00| 720.00000 720.00| 700.00000 700.00 SIGN, RELOCATE | | | 0217 805-01585 675.000 m | 50.00000 33750.00| 50.00000 33750.00| 52.50000 35437.50 CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 50 mm | | | 0218 805-01815 4.000 EACH | 1600.00000 6400.00| 1600.00000 6400.00| 1680.00000 6720.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0219 805-01842 10.000 EACH | 720.00000 7200.00| 720.00000 7200.00| 756.00000 7560.00 HANDHOLE, SIGNAL | | | 0220 805-02087 LUMP | 250.00000 250.00| 250.00000 250.00| 262.50000 262.50 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -13 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0221 805-06592 75.000 m | 50.00000 3750.00| 50.00000 3750.00| 52.50000 3937.50 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0222 805-78109 1.000 EACH | 10380.00000 10380.00| 10400.00000 10400.00| 10900.00000 10900.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0223 805-78205 4.000 EACH | 630.00000 2520.00| 630.00000 2520.00| 660.00000 2640.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0224 805-78230 4.000 EACH | 918.00000 3672.00| 920.00000 3680.00| 960.00000 3840.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0225 805-78415 3.000 EACH | 1500.00000 4500.00| 1500.00000 4500.00| 1575.00000 4725.00 SPAN, CATENARY, AND TETHER | | | 0226 805-78420 3.000 EACH | 288.00000 864.00| 290.00000 870.00| 300.00000 900.00 DISCONNECT HANGER | | | 0227 805-78445 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 525.00000 1050.00 SIGNAL SERVICE | | | 0228 805-78467 32.000 m | 4.92000 157.44| 5.00000 160.00| 5.20000 166.40 SIGNAL CABLE, 3C 8GA. | | | 0229 805-78470 1680.000 m | 1.05000 1764.00| 1.10000 1848.00| 1.10000 1848.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0230 805-78485 75.000 m | 4.10000 307.50| 4.10000 307.50| 4.30000 322.50 SIGNAL CABLE, 5C 14GA. | | | 0231 805-78490 460.000 m | 4.80000 2208.00| 4.80000 2208.00| 5.05000 2323.00 SIGNAL CABLE, 7C 14GA. | | | 0232 805-78510 610.000 m | 3.30000 2013.00| 3.30000 2013.00| 3.50000 2135.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0233 805-78785 14.000 EACH | 500.00000 7000.00| 500.00000 7000.00| 525.00000 7350.00 SIGNAL DETECTOR HOUSING | | | 0234 805-78795 168.000 m | 30.00000 5040.00| 30.00000 5040.00| 31.50000 5292.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0235 805-78925 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1050.00000 1050.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0236 805-81060 4.000 EACH | 5100.00000 20400.00| 5100.00000 20400.00| 5355.00000 21420.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0237 805-87746 85.000 m | 5.00000 425.00| 5.00000 425.00| 5.25000 446.25 AERIAL CABLE, TRIPLEX | | | 0238 805-92504 7.000 EACH | 180.00000 1260.00| 180.00000 1260.00| 190.00000 1330.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0239 808-03631 472.000 m | 2.95000 1392.40| 3.00000 1416.00| 3.10000 1463.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0240 808-03632 398.000 m | 2.95000 1174.10| 3.00000 1194.00| 3.10000 1233.80 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -14 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0241 808-05534 22.000 m | 15.00000 330.00| 15.00000 330.00| 15.75000 346.50 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0242 808-06701 3313.000 m | 1.15000 3809.95| 1.15000 3809.95| 1.20000 3975.60 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0243 808-06703 17824.000 m | 1.15000 20497.60| 1.15000 20497.60| 1.20000 21388.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0244 808-06713 1964.000 m | 1.15000 2258.60| 1.15000 2258.60| 1.20000 2356.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0245 808-06714 72.000 m | 4.95000 356.40| 5.00000 360.00| 5.20000 374.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0246 808-74812 30.000 m | 36.65000 1099.50| 37.00000 1110.00| 40.00000 1200.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0247 808-75067 25.000 m | 71.30000 1782.50| 72.00000 1800.00| 75.00000 1875.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE 600 mm | | | 0248 808-75240 73.000 m | 4.95000 361.35| 5.00000 365.00| 5.10000 372.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0249 808-75245 14252.000 m | 1.15000 16389.80| 1.15000 16389.80| 1.20000 17102.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0250 808-75297 173.000 m | 18.86000 3262.78| 19.00000 3287.00| 20.00000 3460.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0251 808-75320 20.000 EACH | 60.00000 1200.00| 60.00000 1200.00| 63.00000 1260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0252 808-75325 16.000 EACH | 86.00000 1376.00| 86.00000 1376.00| 90.00000 1440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0253 808-75996 278.000 EACH | 6.25000 1737.50| 10.00000 2780.00| 6.50000 1807.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0254 808-75998 708.000 EACH | 16.70000 11823.60| 15.00000 10620.00| 20.30000 14372.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0255 808-92027 56.000 m | 3.15000 176.40| 3.15000 176.40| 3.35000 187.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0256 808-98000 56.000 m | 15.00000 840.00| 15.00000 840.00| 15.75000 882.00 LINE, EPOXY, SOLID, YELLOW, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -15 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 05-0558668 |E & B PAVING INC |CRIDER & CRIDER INC |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0257 808-98796 120.000 m | 15.95000 1914.00| 16.00000 1920.00| 16.75000 2010.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0258 202-08209 37855.000 L | 0.33000 12492.15| 0.50000 18927.50| 0.25000 9463.75 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0259 202-03000 LUMP | 4750.00000 4750.00| 8000.00000 8000.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0260 205-09543 1800.000 Mg | 22.75000 40950.00| 27.78000 50004.00| 25.35000 45630.00 NO 2 STONE | | | 0261 211-09266 2959.000 m3 | 45.00000 133155.00| 52.00000 153868.00| 47.25000 139812.75 STRUCTURE BACKFILL, TYPE 3 | | | 0262 402-07453 3572.000 Mg | 69.00000 246468.00| 69.00000 246468.00| 72.50000 258970.00 HMA FOR TEMPORARY PAVEMENT | | | 0263 501-06727 LUMP | 1500.00000 1500.00| 800.00000 800.00| 1050.22000 1050.22 CORING, PCCP | | | 0264 503-05240 765.000 m | 29.00000 22185.00| 18.50000 14152.50| 30.45000 23294.25 D-1 CONTRACTION JOINT | | | 0265 619-09434 645.000 m2 | 62.00000 39990.00| 62.00000 39990.00| 65.10000 41989.50 PAINT STEEL BRIDGE, TYPE 1 | | | 0266 701-51195 3640.000 m | 120.00000 436800.00| 120.00000 436800.00| 126.00000 458640.00 PILE, STEEL H, HP 310mm X 79 | | | 0267 701-93575 375.300 m | 170.00000 63801.00| 170.00000 63801.00| 178.50000 66991.05 PILE, STEEL H, HP 356mm X 108 | | | 0268 619-09434 1226.000 m2 | 62.00000 76012.00| 62.00000 76012.00| 65.10000 79812.60 PAINT STEEL BRIDGE, TYPE 1 | | | SECTION TOTALS | $ 28,966,533.12| $ 29,984,569.34| $ 30,500,379.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 28,966,533.12| $ 29,984,569.34| $ 30,500,379.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -16 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 270000.00000 270000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 250.00000 1000.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 132.000 MOS | 100.00000 13200.00| | 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 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 1502073.23000 1502073.23| | MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 600000.00000 600000.00| | CLEARING RIGHT OF WAY | | | 0015 202-02240 4581.000 m2 | 12.00000 54972.00| | PAVEMENT REMOVAL | | | 0016 202-02241 2681.000 m | 8.00000 21448.00| | GUARDRAIL, REMOVE | | | 0017 202-02276 2.000 EACH | 450.00000 900.00| | GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0018 202-02278 109.000 m | 10.00000 1090.00| | CURB, CONCRETE, REMOVE | | | 0020 202-05545 2523.000 m3 | 59.00000 148857.00| | REGULATED MATERIALS, DISPOSE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -17 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-05550 2523.000 m3 | 6.00000 15138.00| | REGULATED MATERIALS, REMOVE, C | | | 0022 202-05555 2523.000 m3 | 12.00000 30276.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0023 202-05825 1.000 EACH | 6000.00000 6000.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 22800 THROUGH 39000 | | | LITERS CAPACITY | | | 0024 202-09106 10.000 EACH | 285.00000 2850.00| | TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN | | | (WATER), 'BTEX-MTBE' | | | 0025 202-51328 LUMP | 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0026 202-51328 LUMP | 100000.00000 100000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0027 202-51330 LUMP | 40000.00000 40000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0028 202-78515 LUMP | 500.00000 500.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0029 202-90747 33.500 m3 | 700.00000 23450.00| | RETAINING WALL, REMOVE | | | 0030 202-92222 20.000 EACH | 285.00000 5700.00| | TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN - TPH GASOLINE | | | AND DIESEL (48 HOUR RESUL | | | 0031 202-96128 24.000 m | 10.00000 240.00| | GUTTER, CONCRETE, REMOVE | | | 0032 203-02000 155243.000 m3 | 5.60000 869360.80| | EXCAVATION, COMMON | | | 0033 203-02070 379292.000 m3 | 8.70000 3299840.40| | BORROW | | | 0034 203-51223 3582.000 m3 | 12.91000 46243.62| | EXCAVATION, WATERWAY | | | 0035 205-03371 475.000 m3 | 14.50000 6887.50| | SEDIMENT REMOVE | | | 0036 205-06930 14.400 Mg | 43.00000 619.20| | SPLASHPAD, RIPRAP | | | 0037 205-06931 1600.000 Mg | 35.00000 56000.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -18 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 205-06932 560.000 m | 13.65000 7644.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0039 205-06933 31.000 EACH | 95.00000 2945.00| | TEMPORARY DITCH INLET PROTECTION | | | 0040 205-06936 254.000 Mg | 40.00000 10160.00| | TEMPORARY SEDIMENT TRAP | | | 0041 205-06937 3614.000 m | 10.50000 37947.00| | TEMPORARY SILT FENCE | | | 0042 205-06938 221.000 m | 50.00000 11050.00| | TEMPORARY SLOPE DRAIN | | | 0043 206-51220 1406.000 m3 | 60.00000 84360.00| | EXCAVATION, WET | | | 0044 206-51225 1747.000 m3 | 35.00000 61145.00| | EXCAVATION, DRY | | | 0046 206-51235 LUMP | 335536.18000 335536.18| | COFFERDAM , STR. NO. 2 | | | 0047 206-51235 LUMP | 225000.00000 225000.00| | COFFERDAM , STR. NO. 1 | | | 0048 206-51817 217.000 m2 | 350.00000 75950.00| | SHEET PILING, STEEL | | | 0049 207-08263 172249.000 m2 | 4.10000 706220.90| | SUBGRADE TREATMENT, TYPE IA | | | 0050 207-08267 20595.000 m2 | 10.50000 216247.50| | SUBGRADE TREATMENT, TYPE IIIA | | | 0051 211-02050 1075.000 m3 | 60.00000 64500.00| | B BORROW | | | 0052 211-06467 184.800 m3 | 105.00000 19404.00| | AGGREGATE FOR END BENT BACKFILL | | | 0054 211-09264 2428.000 m3 | 56.00000 135968.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0055 211-09265 3393.000 m3 | 58.00000 196794.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0056 211-09268 530.000 m3 | 125.00000 66250.00| | STRUCTURE BACKFILL, TYPE 5 | | | 0057 214-07203 1491.000 m2 | 3.15000 4696.65| | GEOGRID, II | | | 0058 301-07448 53413.000 Mg | 26.00000 1388738.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0059 302-07455 720.100 m3 | 70.00000 50407.00| | DENSE GRADED SUBBASE | | | 0060 303-01180 479.300 Mg | 33.00000 15816.90| | COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -19 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 306-08043 1160.000 m2 | 15.00000 17400.00| | MILLING, TRANSITION | | | 0062 401-06264 LUMP | 15000.00000 15000.00| | PROFILOGRAPH, HMA | | | 0063 401-07334 11027.000 Mg | 96.00000 1058592.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0064 401-07403 19231.000 Mg | 77.00000 1480787.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0065 401-07408 2297.000 Mg | 70.00000 160790.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0066 401-07424 45979.300 Mg | 68.00000 3126592.40| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0067 401-07429 25920.000 Mg | 68.00000 1762560.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0068 402-07432 4615.000 Mg | 85.00000 392275.00| | HMA SURFACE, TYPE A | | | 0069 402-07433 228.000 Mg | 85.00000 19380.00| | HMA SURFACE, TYPE B | | | 0071 402-07440 14472.000 Mg | 70.00000 1013040.00| | HMA BASE, TYPE A | | | 0072 404-05511 1575.000 m2 | 4.00000 6300.00| | SEAL COAT, 2 | | | 0073 406-05520 189.000 Mg | 500.00000 94500.00| | ASPHALT FOR TACK COAT | | | 0075 502-06329 3748.000 m2 | 55.00000 206140.00| | PCCP, 300 mm | | | 0076 503-03489 74.000 EACH | 9.00000 666.00| | RETROFITTED TIE BARS | | | 0077 601-01522 12.000 EACH | 2050.00000 24600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0078 601-01740 2.000 EACH | 1925.00000 3850.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0079 601-02206 1306.840 m | 21.50000 28097.06| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0080 601-06035 11.430 m | 45.00000 514.35| | GUARDRAIL, RESET | | | 0081 601-06037 1.000 EACH | 875.00000 875.00| | GUARDRAIL END TREATMENT, I | | | 0082 601-94689 8.000 EACH | 2500.00000 20000.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -20 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 601-94690 6.000 EACH | 4100.00000 24600.00| | GUARDRAIL END TREATMENT, MS | | | 0084 601-97080 3.000 EACH | 1950.00000 5850.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0085 601-99105 1446.480 m | 57.15000 82666.33| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0086 601-99108 618.000 m | 84.00000 51912.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0087 601-99132 1.000 EACH | 80.00000 80.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0088 602-06729 64.000 EACH | 10.00000 640.00| | BARRIER DELINEATOR | | | 0089 603-06040 10187.000 m | 20.05000 204249.35| | FENCE, FARM FIELD, 1190 mm | | | 0090 606-07484 24618.000 m | 0.59000 14524.62| | MILLED HMA SHOULDER CORRUGATIONS | | | 0091 608-05741 9512.000 m | 2.50000 23780.00| | WICK DRAIN | | | 0092 609-06259 1198.200 m2 | 120.00000 143784.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0093 610-07486 1787.000 Mg | 95.00000 169765.00| | HMA FOR APPROACHES, TYPE A | | | 0094 610-52817 1.000 EACH | 40000.00000 40000.00| | TEMPORARY CROSSOVER, B | | | 0095 611-03392 3.000 EACH | 35000.00000 105000.00| | TEMPORARY CROSSOVER, A MODIFIED | | | 0096 611-06497 20.000 EACH | 175.00000 3500.00| | MAILBOX ASSEMBLY, SINGLE | | | 0097 611-06498 1.000 EACH | 250.00000 250.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0098 611-95728 135.000 m2 | 42.00000 5670.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0099 615-06490 89.000 EACH | 126.00000 11214.00| | RIGHT OF WAY MARKER | | | 0100 615-06505 18.000 EACH | 640.00000 11520.00| | MONUMENT, B | | | 0101 615-06510 39.000 EACH | 515.00000 20085.00| | MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -21 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 615-06527 1.000 EACH | 575.00000 575.00| | MONUMENT, SECTION CORNER | | | 0103 616-02320 31728.300 m2 | 1.40000 44419.62| | GEOTEXTILES | | | 0104 616-05689 498.200 Mg | 36.00000 17935.20| | RIPRAP, CLASS 2 | | | 0105 616-06405 16631.700 Mg | 35.00000 582109.50| | RIPRAP, REVETMENT | | | 0106 616-06451 142.000 Mg | 35.00000 4970.00| | RIPRAP, UNIFORM | | | 0107 616-51367 784.000 m2 | 70.00000 54880.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0108 619-09429 1866.000 m2 | 74.00000 138084.00| | CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0110 621-01004 6.000 EACH | 715.00000 4290.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0111 621-02770 8054.000 m2 | 1.22000 9825.88| | EROSION CONTROL BLANKET | | | 0112 621-06545 32.000 Mg | 1025.00000 32800.00| | FERTILIZER | | | 0113 621-06553 5962.000 kg | 5.50000 32791.00| | SEED MIXTURE, R | | | 0114 621-06557 2824.000 kg | 2.00000 5648.00| | SEED MIXTURE, T | | | 0115 621-06565 211.800 Mg | 440.00000 93192.00| | MULCHING MATERIAL | | | 0116 621-06567 576.000 kL | 1.00000 576.00| | WATER | | | 0117 621-06574 29277.000 m2 | 3.03000 88709.31| | SODDING | | | 0118 621-06575 2847.000 m2 | 3.03000 8626.41| | SODDING, NURSERY | | | 0119 622-52436 12.000 EACH | 32.00000 384.00| | SIGN, DO NOT MOW OR SPRAY | | | 0120 622-91786 610.000 EACH | 6.14000 3745.40| | SEEDLING | | | 0121 622-98200 44.000 EACH | 32.00000 1408.00| | SIGN, DO NOT DISTURB | | | 0122 628-09403 33.000 MOS | 2600.00000 85800.00| | FIELD OFFICE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -22 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 628-09407 33.000 MOS | 500.00000 16500.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0126 701-91792 212.000 EACH | 115.00000 24380.00| | PILE TIP, STEEL H | | | 0128 702-51005 671.400 m3 | 975.00000 654615.00| | CONCRETE, A, SUBSTRUCTURE | | | 0129 702-51015 378.400 m3 | 510.00000 192984.00| | CONCRETE, B, FOOTINGS | | | 0130 702-51100 983.000 kg | 13.00000 12779.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0131 702-51110 6136.000 kg | 5.50000 33748.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0132 702-51863 1212.000 EACH | 13.00000 15756.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0133 702-90915 5.200 m3 | 1700.00000 8840.00| | CONCRETE, A | | | 0134 702-92857 67.200 m3 | 1100.00000 73920.00| | CONCRETE, C, SUBSTRUCTURE | | | 0135 703-51030 68812.000 kg | 1.75000 120421.00| | REINFORCING STEEL | | | 0136 703-51032 249874.000 kg | 1.85000 462266.90| | REINFORCING STEEL, EPOXY COATED | | | 0137 704-51002 1201.100 m3 | 875.00000 1050962.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0138 706-05732 24.000 EACH | 1275.00000 30600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0140 706-51025 674.000 m | 125.00000 84250.00| | CONCRETE, C, RAILING | | | 0141 707-05984 252.200 m | 590.00000 148798.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0142 709-51821 LUMP | 9520.00000 9520.00| | SURFACE SEAL , STR. NO. 1 | | | 0143 709-51821 LUMP | 9200.00000 9200.00| | SURFACE SEAL , STR. NO. 2 | | | 0144 709-51821 LUMP | 4740.00000 4740.00| | SURFACE SEAL , STR. NO. 3 | | | 0145 709-51821 LUMP | 5660.00000 5660.00| | SURFACE SEAL , STR. NO. 4 | | | 0146 709-51821 LUMP | 7870.00000 7870.00| | SURFACE SEAL , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -23 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 710-51864 262.000 EACH | 36.72000 9620.64| | FIELD DRILLED HOLE | | | 0148 711-51038 LUMP | 150000.00000 150000.00| | STRUCTURAL STEEL , STR. NO. 1 | | | 0149 711-51038 LUMP | 570000.00000 570000.00| | STRUCTURAL STEEL , STR. NO. 2 | | | 0150 711-51038 LUMP | 100000.00000 100000.00| | STRUCTURAL STEEL , STR. NO. 4 | | | 0151 711-51038 LUMP | 455000.00000 455000.00| | STRUCTURAL STEEL , STR. NO. 5 | | | 0152 711-51070 2.000 EACH | 115.00000 230.00| | ANCHOR PLATE, AP 1 | | | 0153 711-51877 LUMP | 25000.00000 25000.00| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0154 711-51877 LUMP | 20000.00000 20000.00| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 4 | | | 0155 711-96800 3100.000 EACH | 2.50000 7750.00| | STUD SHEAR CONNECTOR | | | 0156 714-02677 56.500 m | 665.00000 37572.50| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0157 714-26702 90.000 m | 940.00000 84600.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0158 714-26707 64.000 m | 1075.00000 68800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0159 714-26709 93.500 m | 1625.00000 151937.50| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0160 714-26717 51.000 m | 2150.00000 109650.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0161 714-93641 114.500 m | 610.00000 69845.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0162 714-99348 93.000 m | 680.00000 63240.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0164 715-05019 34.000 m | 220.00000 7480.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -24 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 715-05024 38.350 m | 250.00000 9587.50| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0166 715-05048 25924.000 m | 7.93000 205577.32| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0167 715-05053 2851.000 m | 29.77000 84874.27| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0168 715-05121 883.200 m | 115.00000 101568.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0169 715-05123 19.500 m | 166.00000 3237.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0170 715-05125 93.500 m | 185.00000 17297.50| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0171 715-05128 40.000 m | 350.00000 14000.00| | PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0172 715-05156 95.500 m | 195.00000 18622.50| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0173 715-05169 278.500 m | 124.00000 34534.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0174 715-05171 174.000 m | 130.00000 22620.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0175 715-05407 203.000 m | 25.00000 5075.00| | PIPE, END BENT DRAIN, 150 mm | | | 0176 715-46005 46.000 EACH | 270.00000 12420.00| | PIPE END SECTION, 375 mm | | | 0177 715-46010 49.000 EACH | 300.00000 14700.00| | PIPE END SECTION, 450 mm | | | 0178 715-46020 2.000 EACH | 510.00000 1020.00| | PIPE END SECTION, 600 mm | | | 0179 715-46030 2.000 EACH | 725.00000 1450.00| | PIPE END SECTION, 750 mm | | | 0180 715-46040 2.000 EACH | 1025.00000 2050.00| | PIPE END SECTION, 900 mm | | | 0181 718-06528 67.000 EACH | 450.00000 30150.00| | OUTLET PROTECTOR, 1 | | | 0182 718-06529 199.000 EACH | 435.00000 86565.00| | OUTLET PROTECTOR, 2 | | | 0183 718-06531 13.000 EACH | 365.00000 4745.00| | OUTLET PROTECTOR, 3 | | | 0184 718-06532 3000.000 m | 3.50000 10500.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0185 718-52610 6227.000 m3 | 37.50000 233512.50| | AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -25 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0186 718-99153 52432.000 m2 | 0.61000 31983.52| | GEOTEXTILES FOR UNDERDRAIN | | | 0187 720-44000 3.000 EACH | 325.00000 975.00| | CASTING, ADJUST TO GRADE | | | 0188 720-45065 31.000 EACH | 3100.00000 96100.00| | INLET, N12 | | | 0189 720-45415 2.000 EACH | 3200.00000 6400.00| | MANHOLE, D4 | | | 0190 720-90352 1.000 EACH | 4300.00000 4300.00| | MANHOLE, D8 | | | 0191 726-92406 60.000 EACH | 750.00000 45000.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0192 731-93945 207.000 m2 | 260.00000 53820.00| | FACE PANELS, CONCRETE | | | 0193 731-93946 207.000 m2 | 145.00000 30015.00| | WALL ERECTION | | | 0194 731-93947 48.000 m | 90.00000 4320.00| | LEVELING PAD, CONCRETE | | | 0195 801-01093 10.000 EACH | 1795.00000 17950.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0196 801-01504 36.000 EACH | 48.00000 1728.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0197 801-04308 20.000 EACH | 595.00000 11900.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0198 801-06207 35777.000 m | 3.14000 112339.78| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0199 801-06218 320.000 m | 18.89000 6044.80| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0200 801-06469 1964.000 m | 16.00000 31424.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0201 801-06640 79.000 EACH | 495.00000 39105.00| | CONSTRUCTION SIGN, A | | | 0202 801-06645 22.000 EACH | 165.00000 3630.00| | CONSTRUCTION SIGN, B | | | 0203 801-06710 1095.000 DAY | 10.00000 10950.00| | FLASHING ARROW SIGN | | | 0204 801-06775 LUMP | 307000.00000 307000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -26 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0205 801-07118 492.000 m | 54.95000 27035.40| | BARRICADE, III-A | | | 0206 801-07119 65.000 m | 65.00000 4225.00| | BARRICADE, III-B | | | 0207 801-08508 95.000 m | 150.00000 14250.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0208 801-09133 8.000 EACH | 14995.00000 119960.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0209 801-94295 45.000 EACH | 120.00000 5400.00| | SIGNAL HEAD, RELOCATE | | | 0210 802-05701 200.940 m | 39.00000 7836.66| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0211 802-05702 106.090 m | 36.00000 3819.24| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0212 802-05703 13.060 m | 45.00000 587.70| | SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0213 802-76025 10.330 m2 | 168.00000 1735.44| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0214 802-76035 46.580 m2 | 180.00000 8384.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0215 802-76045 6.580 m2 | 200.00000 1316.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0216 802-96915 LUMP | 720.00000 720.00| | SIGN, RELOCATE | | | 0217 805-01585 675.000 m | 50.00000 33750.00| | CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 50 mm | | | 0218 805-01815 4.000 EACH | 1600.00000 6400.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0219 805-01842 10.000 EACH | 720.00000 7200.00| | HANDHOLE, SIGNAL | | | 0220 805-02087 LUMP | 250.00000 250.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0221 805-06592 75.000 m | 50.00000 3750.00| | CONDUIT, STEEL, GALVANIZED, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -27 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0222 805-78109 1.000 EACH | 10380.00000 10380.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0223 805-78205 4.000 EACH | 630.00000 2520.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0224 805-78230 4.000 EACH | 918.00000 3672.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0225 805-78415 3.000 EACH | 1500.00000 4500.00| | SPAN, CATENARY, AND TETHER | | | 0226 805-78420 3.000 EACH | 288.00000 864.00| | DISCONNECT HANGER | | | 0227 805-78445 2.000 EACH | 500.00000 1000.00| | SIGNAL SERVICE | | | 0228 805-78467 32.000 m | 4.92000 157.44| | SIGNAL CABLE, 3C 8GA. | | | 0229 805-78470 1680.000 m | 1.05000 1764.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0230 805-78485 75.000 m | 4.10000 307.50| | SIGNAL CABLE, 5C 14GA. | | | 0231 805-78490 460.000 m | 4.80000 2208.00| | SIGNAL CABLE, 7C 14GA. | | | 0232 805-78510 610.000 m | 3.30000 2013.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0233 805-78785 14.000 EACH | 500.00000 7000.00| | SIGNAL DETECTOR HOUSING | | | 0234 805-78795 168.000 m | 30.00000 5040.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0235 805-78925 1.000 EACH | 1000.00000 1000.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0236 805-81060 4.000 EACH | 5100.00000 20400.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0237 805-87746 85.000 m | 5.00000 425.00| | AERIAL CABLE, TRIPLEX | | | 0238 805-92504 7.000 EACH | 180.00000 1260.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0239 808-03631 472.000 m | 2.95000 1392.40| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0240 808-03632 398.000 m | 2.95000 1174.10| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0241 808-05534 22.000 m | 15.00000 330.00| | LINE, EPOXY, SOLID, WHITE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -28 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0242 808-06701 3313.000 m | 1.15000 3809.95| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0243 808-06703 17824.000 m | 1.15000 20497.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0244 808-06713 1964.000 m | 1.15000 2258.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0245 808-06714 72.000 m | 4.95000 356.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0246 808-74812 30.000 m | 36.65000 1099.50| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0247 808-75067 25.000 m | 71.30000 1782.50| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE 600 mm | | | 0248 808-75240 73.000 m | 4.95000 361.35| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0249 808-75245 14252.000 m | 1.15000 16389.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0250 808-75297 173.000 m | 18.86000 3262.78| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0251 808-75320 20.000 EACH | 60.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0252 808-75325 16.000 EACH | 86.00000 1376.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0253 808-75996 278.000 EACH | 14.65000 4072.70| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0254 808-75998 708.000 EACH | 16.70000 11823.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0255 808-92027 56.000 m | 3.15000 176.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0256 808-98000 56.000 m | 15.00000 840.00| | LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0257 808-98796 120.000 m | 15.95000 1914.00| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 170 -29 TABULATION OF BIDS CALL ORDER : 170 CONTRACT ID : IR-27001-A COUNTIES : WARRICK LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0258 202-08209 37855.000 L | 0.50000 18927.50| | UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0259 202-03000 LUMP | 500.00000 500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0260 205-09543 1800.000 Mg | 25.00000 45000.00| | NO 2 STONE | | | 0261 211-09266 2959.000 m3 | 50.00000 147950.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0262 402-07453 3572.000 Mg | 82.00000 292904.00| | HMA FOR TEMPORARY PAVEMENT | | | 0263 501-06727 LUMP | 1000.00000 1000.00| | CORING, PCCP | | | 0264 503-05240 765.000 m | 29.00000 22185.00| | D-1 CONTRACTION JOINT | | | 0265 619-09434 645.000 m2 | 36.00000 23220.00| | PAINT STEEL BRIDGE, TYPE 1 | | | 0266 701-51195 3640.000 m | 137.00000 498680.00| | PILE, STEEL H, HP 310mm X 79 | | | 0267 701-93575 375.300 m | 190.00000 71307.00| | PILE, STEEL H, HP 356mm X 108 | | | 0268 619-09434 1226.000 m2 | 23.00000 28198.00| | PAINT STEEL BRIDGE, TYPE 1 | | | SECTION TOTALS | $ 30,708,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 30,708,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ADDED TRAVEL LANES AND BRIDGE MAINTENANCE COMPLETION DATE : 11/14/11 LOCATION : ON US 40 FROM 1.57 MILES WEST OF MARION/HANCOCK CO LINE PROJECT(S) : B282015 AT GRASSY CREEK TO BUCK CREEK B282015 B282015 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 13,804,648.94 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 13,851,363.23 100.3384% 3 35-1917625 MILESTONE CONTRACTORS LP $ 14,493,682.90 104.9913% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 14,647,045.00 106.1023% 5 35-1875662 CRIDER & CRIDER INC $ 14,798,790.62 107.2015% 6 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 14,834,234.21 107.4583% 7 35-1609544 SCHUTT-LOOKABILL CO $ 15,281,883.85 110.7010% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -2 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 82434.00000 82434.00| 56000.00000 56000.00| 123000.00000 123000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 5.000 EACH | 200.00000 1000.00| 337.80000 1689.00| 120.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 125.000 MOS | 125.00000 15625.00| 675.60000 84450.00| 70.00000 8750.00 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 | 690000.00000 690000.00| 663783.27000 663783.27| 685019.13000 685019.13 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 7500.00000 7500.00| 18152.92000 18152.92| 12000.00000 12000.00 PARTNERING OVERHEAD | | | 0014 201-01015 LUMP | 1.00000 1.00| 51320.00000 51320.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0015 201-52370 LUMP | 125000.00000 125000.00| 33872.19000 33872.19| 300000.00000 300000.00 CLEARING RIGHT OF WAY | | | 0016 202-02240 36000.000 m2 | 7.88000 283680.00| 1.60000 57600.00| 10.00000 360000.00 PAVEMENT REMOVAL | | | 0017 202-02241 325.000 m | 12.00000 3900.00| 12.00000 3900.00| 12.00000 3900.00 GUARDRAIL, REMOVE | | | 0018 202-02250 5.000 EACH | 275.00000 1375.00| 240.00000 1200.00| 250.00000 1250.00 TREE, 250 mm, REMOVE | | | 0019 202-02250 6.000 EACH | 3500.00000 21000.00| 500.00000 3000.00| 2500.00000 15000.00 TREE, 250 mm, REMOVE , TRANSPLANT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -3 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-02279 3351.800 m | 10.85000 36367.03| 14.79000 49573.12| 12.00000 40221.60 CURB AND GUTTER, REMOVE | | | 0021 202-02637 20.000 m | 75.00000 1500.00| 65.59000 1311.80| 200.00000 4000.00 PIPE, ABANDON AND GROUT | | | 0022 202-05545 200.000 m3 | 58.00000 11600.00| 58.00000 11600.00| 58.00000 11600.00 REGULATED MATERIALS, DISPOSE, C | | | 0023 202-05550 200.000 m3 | 19.50000 3900.00| 19.50000 3900.00| 23.00000 4600.00 REGULATED MATERIALS, REMOVE, C | | | 0024 202-05555 200.000 m3 | 19.00000 3800.00| 19.00000 3800.00| 19.00000 3800.00 REGULATED MATERIALS, TRANSPORT, C | | | 0025 202-08429 10000.000 L | 0.10000 1000.00| 0.10000 1000.00| 0.10000 1000.00 REGULATED MATERIALS, DISPOSE, B | | | 0026 202-08430 10000.000 L | 0.25000 2500.00| 0.25000 2500.00| 0.25000 2500.00 REGULATED MATERIALS, REMOVE, B | | | 0027 202-08431 10000.000 L | 0.25000 2500.00| 0.25000 2500.00| 0.25000 2500.00 REGULATED MATERIALS, TRANSPORT, B | | | 0028 202-09106 3.000 EACH | 385.00000 1155.00| 385.00000 1155.00| 385.00000 1155.00 TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN , | | | WATER, 24 HOUR RETURN | | | 0029 202-51328 LUMP | 188450.00000 188450.00| 228349.59000 228349.59| 160000.00000 160000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0030 202-52710 3734.800 m2 | 5.25000 19607.70| 8.30000 30998.84| 7.00000 26143.60 SIDEWALK, CONCRETE, REMOVE | | | 0031 202-93898 2.000 EACH | 330.00000 660.00| 240.00000 480.00| 300.00000 600.00 TREE, 300 mm, REMOVE | | | 0032 203-02000 24263.400 m3 | 25.71000 623812.01| 18.46000 447902.36| 24.00000 582321.60 EXCAVATION, COMMON | | | 0033 205-04931 10.000 EACH | 650.00000 6500.00| 168.96000 1689.60| 950.00000 9500.00 SEDIMENT TRAP | | | 0034 205-06931 4.000 Mg | 65.00000 260.00| 87.84000 351.36| 112.00000 448.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0035 205-06933 13.000 EACH | 80.00000 1040.00| 90.00000 1170.00| 80.00000 1040.00 TEMPORARY DITCH INLET PROTECTION | | | 0036 205-06937 2173.300 m | 4.18000 9084.39| 3.90000 8475.87| 4.20000 9127.86 TEMPORARY SILT FENCE | | | 0037 206-51220 82.000 m3 | 723.73000 59345.86| 41.64000 3414.48| 115.00000 9430.00 EXCAVATION, WET | | | 0038 206-51225 176.000 m3 | 75.32000 13256.32| 19.40000 3414.40| 18.00000 3168.00 EXCAVATION, DRY | | | 0039 207-08263 62800.000 m2 | 5.15000 323420.00| 4.18000 262504.00| 5.75000 361100.00 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -4 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 207-08267 9000.000 m2 | 7.60000 68400.00| 11.85000 106650.00| 11.00000 99000.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0041 207-08268 5610.200 m2 | 15.75000 88360.65| 21.08000 118263.02| 18.00000 100983.60 SUBGRADE TREATMENT, TYPE IV | | | 0042 210-04181 6.000 EACH | 475.00000 2850.00| 1062.39000 6374.34| 1500.00000 9000.00 BICYCLE RACK | | | 0043 210-05835 1.000 EACH | 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00 KIOSK | | | 0044 211-06467 93.400 m3 | 74.10000 6920.94| 87.53000 8175.30| 91.00000 8499.40 AGGREGATE FOR END BENT BACKFILL | | | 0045 211-09264 12878.050 m3 | 24.50000 315512.23| 31.80000 409521.99| 23.00000 296195.15 STRUCTURE BACKFILL, TYPE 1 | | | 0046 211-09265 846.000 m3 | 38.00000 32148.00| 49.55000 41919.30| 34.00000 28764.00 STRUCTURE BACKFILL, TYPE 2 | | | 0047 213-09269 59.000 m3 | 130.00000 7670.00| 155.67000 9184.53| 183.00000 10797.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0048 301-07448 4100.000 Mg | 28.36000 116276.00| 26.03000 106723.00| 33.00000 135300.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0049 302-07455 142.000 m3 | 63.82000 9062.44| 69.12000 9815.04| 75.00000 10650.00 DENSE GRADED SUBBASE | | | 0050 303-04470 53.300 kg | 5.00000 266.50| 30.10000 1604.33| 44.00000 2345.20 CRUSHED STONE, 11 | | | 0052 306-08036 10692.700 m2 | 1.62000 17322.17| 2.07000 22133.89| 3.00000 32078.10 MILLING, ASPHALT, 50 mm | | | 0053 401-07334 7325.200 Mg | 93.00000 681243.60| 86.00000 629967.20| 75.00000 549390.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0054 401-07403 11821.300 Mg | 64.00000 756563.20| 79.00000 933882.70| 59.00000 697456.70 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0055 401-07408 1889.000 Mg | 58.00000 109562.00| 58.00000 109562.00| 49.00000 92561.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0056 401-07429 9114.000 Mg | 56.50000 514941.00| 62.00000 565068.00| 61.00000 555954.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0057 402-07432 205.200 Mg | 103.00000 21135.60| 94.00000 19288.80| 84.00000 17236.80 HMA SURFACE, TYPE A | | | 0058 402-07433 810.000 Mg | 100.00000 81000.00| 80.00000 64800.00| 83.00000 67230.00 HMA SURFACE, TYPE B | | | 0059 402-07435 40.500 Mg | 121.00000 4900.50| 85.00000 3442.50| 76.00000 3078.00 HMA INTERMEDIATE, TYPE A | | | 0060 402-07438 1350.000 Mg | 72.00000 97200.00| 59.00000 79650.00| 65.00000 87750.00 HMA INTERMEDIATE, TYPE B | | | 0061 402-07440 567.000 Mg | 63.00000 35721.00| 61.00000 34587.00| 64.00000 36288.00 HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -5 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 402-07441 4320.000 Mg | 61.00000 263520.00| 56.00000 241920.00| 57.00000 246240.00 HMA BASE, TYPE B | | | 0063 406-05520 101.800 Mg | 553.00000 56295.40| 557.00000 56702.60| 595.00000 60571.00 ASPHALT FOR TACK COAT | | | 0064 502-06329 2.000 m2 | 850.00000 1700.00| 516.40000 1032.80| 142.00000 284.00 PCCP, 300 mm | | | 0066 601-95434 53.200 m | 410.00000 21812.00| 264.85000 14090.02| 410.00000 21812.00 HANDRAIL, STEEL PIPE, 37.5 mm | | | 0067 603-03829 243.500 m | 190.00000 46265.00| 165.00000 40177.50| 190.00000 46265.00 FENCE , ORNAMENTAL | | | 0068 603-06060 14.800 m | 50.00000 740.00| 38.00000 562.40| 50.00000 740.00 FENCE, FARM FIELD, RESET | | | 0069 604-04310 1428.000 m2 | 157.50000 224910.00| 140.45000 200562.60| 114.00000 162792.00 CONCRETE PAVING, PATTERNED , DECORATIVE | | | PCCP CROSSWALK | | | 0070 604-06070 48.000 m2 | 60.00000 2880.00| 98.58000 4731.84| 61.00000 2928.00 SIDEWALK, CONCRETE | | | 0071 604-07894 137.400 m2 | 174.00000 23907.60| 160.00000 21984.00| 177.00000 24319.80 CURB RAMP, CONCRETE, A | | | 0072 604-07896 161.400 m2 | 169.67000 27384.74| 160.00000 25824.00| 175.00000 28245.00 CURB RAMP, CONCRETE, B | | | 0073 604-07899 36.000 m2 | 121.44000 4371.84| 160.00000 5760.00| 176.00000 6336.00 CURB RAMP, CONCRETE, E , Trail - | | | Modified | | | 0074 604-07900 36.900 m2 | 138.12000 5096.63| 160.00000 5904.00| 173.00000 6383.70 CURB RAMP, CONCRETE, F | | | 0075 604-07901 36.600 m2 | 182.73000 6687.92| 160.00000 5856.00| 176.00000 6441.60 CURB RAMP, CONCRETE, G | | | 0076 604-07902 285.900 m2 | 109.46000 31294.61| 160.00000 45744.00| 183.00000 52319.70 CURB RAMP, CONCRETE, H | | | 0077 604-07903 9.200 m2 | 249.69000 2297.15| 160.00000 1472.00| 211.00000 1941.20 CURB RAMP, CONCRETE, K | | | 0078 604-44251 54.000 m3 | 286.76000 15485.04| 1825.72000 98588.88| 1350.00000 72900.00 STEPS, CONCRETE | | | 0079 604-90256 5818.100 m2 | 32.29000 187866.45| 58.41000 339835.22| 49.00000 285086.90 SIDEWALK, CONCRETE, 150 mm | | | 0080 604-90256 3741.000 m2 | 77.75000 290862.75| 85.45000 319668.45| 94.00000 351654.00 SIDEWALK, CONCRETE, 150 mm , DECORATIVE | | | 0081 605-06120 2100.900 m | 74.64000 156811.18| 51.02000 107187.92| 65.00000 136558.50 CURB, CONCRETE | | | 0082 605-06120 100.000 m | 124.00000 12400.00| 110.37000 11037.00| 145.00000 14500.00 CURB, CONCRETE , PLANTER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -6 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 605-06150 3924.500 m | 65.66000 257682.67| 47.52000 186492.24| 64.00000 251168.00 CURB AND GUTTER, C, CONCRETE | | | 0084 605-06250 620.600 m2 | 136.06000 84438.84| 100.14000 62146.88| 112.00000 69507.20 CENTER CURB, C, CONCRETE | | | 0085 605-90726 26.000 m | 65.66000 1707.16| 78.17000 2032.42| 190.00000 4940.00 CURB, CONCRETE, DEPRESSED , MODIFIED | | | 0086 609-06259 617.000 m2 | 91.19000 56264.23| 106.53000 65729.01| 130.00000 80210.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0087 610-08446 5989.400 m2 | 41.65000 249458.51| 48.00000 287491.20| 64.00000 383321.60 PCCP FOR APPROACHES, 150 mm | | | 0088 616-02305 29.900 m3 | 150.00000 4485.00| 227.47000 6801.35| 295.00000 8820.50 GABIONS | | | 0089 616-02320 783.820 m2 | 1.70000 1332.49| 1.15000 901.39| 2.40000 1881.17 GEOTEXTILES | | | 0090 616-06405 649.000 Mg | 30.00000 19470.00| 35.06000 22753.94| 32.00000 20768.00 RIPRAP, REVETMENT | | | 0091 616-06451 199.800 Mg | 30.00000 5994.00| 32.44000 6481.51| 46.00000 9190.80 RIPRAP, UNIFORM | | | 0092 616-51367 250.000 m2 | 89.88000 22470.00| 55.75000 13937.50| 96.00000 24000.00 SLOPEWALL, CONCRETE, 100 mm | | | 0093 617-03658 64.000 EACH | 305.00000 19520.00| 305.00000 19520.00| 305.00000 19520.00 BANNER , BRACKET, LIGHT POLE MOUNTED | | | 0094 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0095 621-02770 3495.200 m2 | 1.48000 5172.90| 1.48000 5172.90| 1.50000 5242.80 EROSION CONTROL BLANKET | | | 0096 621-04316 4.000 m | 6.50000 26.00| 6.50000 26.00| 6.50000 26.00 SPADE EDGE | | | 0097 621-06554 840.000 kg | 6.20000 5208.00| 6.20000 5208.00| 6.20000 5208.00 SEED MIXTURE, U | | | 0098 621-06567 288.200 kL | 1.00000 288.20| 1.00000 288.20| 1.00000 288.20 WATER | | | 0099 621-06575 16012.000 m2 | 3.70000 59244.40| 3.20000 51238.40| 4.20000 67250.40 SODDING, NURSERY | | | 0101 622-01937 354.000 EACH | 14.50000 5133.00| 14.50000 5133.00| 14.50000 5133.00 PLANT , ORNAMENTAL GRASS | | | 0102 622-03672 LUMP | 7200.00000 7200.00| 1400.00000 1400.00| 15000.00000 15000.00 TREE PROTECTION AND TRIMMING | | | 0103 622-03949 6.000 EACH | 1250.00000 7500.00| 1250.00000 7500.00| 1250.00000 7500.00 TRASH RECEPTACLE, ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -7 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 622-05640 84.000 EACH | 49.00000 4116.00| 49.00000 4116.00| 49.00000 4116.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0105 622-05641 35.000 EACH | 52.00000 1820.00| 52.00000 1820.00| 52.00000 1820.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0106 622-05649 51.000 EACH | 205.00000 10455.00| 205.00000 10455.00| 205.00000 10455.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0107 622-05650 17.000 EACH | 205.00000 3485.00| 205.00000 3485.00| 205.00000 3485.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0108 622-05651 204.000 EACH | 380.00000 77520.00| 380.00000 77520.00| 380.00000 77520.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0109 622-05654 6950.000 EACH | 10.95000 76102.50| 10.95000 76102.50| 10.95000 76102.50 PLANT, PERENNIAL | | | 0110 622-05822 LUMP | 1.00000 1.00| 8000.00000 8000.00| 4000.00000 4000.00 PLANT ESTABLISHMENT PERIOD | | | 0111 628-09402 24.000 MOS | 2500.00000 60000.00| 955.00000 22920.00| 3000.00000 72000.00 FIELD OFFICE, B | | | 0112 701-51195 298.500 m | 158.86000 47419.71| 269.07000 80317.40| 190.00000 56715.00 PILE, STEEL H, HP 310mm X 79 | | | 0113 702-51005 198.500 m3 | 524.57000 104127.15| 397.90000 78983.15| 835.00000 165747.50 CONCRETE, A, SUBSTRUCTURE | | | 0114 702-51015 39.200 m3 | 438.28000 17180.58| 464.62000 18213.10| 470.00000 18424.00 CONCRETE, B, FOOTINGS | | | 0115 702-90915 5.400 m3 | 750.00000 4050.00| 1120.47000 6050.54| 800.00000 4320.00 CONCRETE, A | | | 0116 703-01540 40.000 EACH | 10.66000 426.40| 18.71000 748.40| 15.00000 600.00 THREADED TIE BAR ASSEMBLY | | | 0117 703-51032 83876.000 kg | 1.85000 155170.60| 1.61000 135040.36| 1.90000 159364.40 REINFORCING STEEL, EPOXY COATED | | | 0118 703-97936 854.000 EACH | 13.29000 11349.66| 17.33000 14799.82| 16.00000 13664.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0119 704-51002 551.700 m3 | 502.94000 277472.00| 627.33000 346097.96| 730.00000 402741.00 CONCRETE, C, SUPERSTRUCTURE | | | 0120 704-51030 6260.000 kg | 1.70000 10642.00| 1.42000 8889.20| 1.85000 11581.00 REINFORCING STEEL | | | 0121 706-06347 272.150 m | 486.00000 132264.90| 496.78000 135198.68| 504.00000 137163.60 RAILING, CF-1 | | | 0122 706-06347 76.000 m | 190.00000 14440.00| 190.00000 14440.00| 208.00000 15808.00 RAILING, CF-1 , ORNAMENTAL BICYCLE | | | RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -8 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 706-08505 363.000 m2 | 200.36000 72730.68| 188.51000 68429.13| 132.00000 47916.00 REINFORCED CONCRETE MOMENT SLAB, 450 mm | | | 0125 707-05983 570.700 m | 376.00000 214583.20| 530.30000 302642.21| 350.00000 199745.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0126 709-51821 LUMP | 14666.00000 14666.00| 11740.00000 11740.00| 11200.00000 11200.00 SURFACE SEAL | | | 0127 711-51070 52.000 EACH | 80.00000 4160.00| 178.97000 9306.44| 59.00000 3068.00 ANCHOR PLATE, AP 1 | | | 0128 712-03812 6.000 EACH | 2000.00000 12000.00| 2000.00000 12000.00| 2000.00000 12000.00 BENCH | | | 0129 714-01090 29.600 m | 1390.00000 41144.00| 2249.19000 66576.02| 3042.00000 90043.20 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1800 mm | | | 0130 714-04786 15.300 m | 3015.00000 46129.50| 4760.37000 72833.66| 3300.00000 50490.00 CONCRETE BOX CULVERT, REINFORCED , 3700 | | | mm X 1350 mm | | | 0131 714-26712 32.500 m | 1350.00000 43875.00| 2667.70000 86700.25| 3200.00000 104000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0132 715-01354 25.200 m | 116.00000 2923.20| 17.97000 452.84| 200.00000 5040.00 CLEAN EXISTING PIPE | | | 0133 715-01471 4.000 EACH | 580.00000 2320.00| 826.60000 3306.40| 770.00000 3080.00 PIPE END SECTION, PRECAST CONCRETE, 375 | | | mm | | | 0134 715-01472 2.000 EACH | 635.00000 1270.00| 889.75000 1779.50| 820.00000 1640.00 PIPE END SECTION, PRECAST CONCRETE, 450 | | | mm | | | 0135 715-05024 506.200 m | 240.00000 121488.00| 278.99000 141224.74| 235.00000 118957.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0136 715-05048 4555.100 m | 8.75000 39857.13| 17.21000 78393.27| 8.75000 39857.13 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0137 715-05119 4.000 m | 183.00000 732.00| 113.47000 453.88| 97.00000 388.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0138 715-05149 1028.000 m | 96.00000 98688.00| 80.28000 82527.84| 95.00000 97660.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0139 715-05151 246.900 m | 108.00000 26665.20| 115.53000 28524.36| 103.00000 25430.70 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0140 715-05152 605.300 m | 120.00000 72636.00| 170.13000 102979.69| 110.00000 66583.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0141 715-05153 2.100 m | 170.00000 357.00| 266.11000 558.83| 185.00000 388.50 PIPE, TYPE 2, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -9 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 715-05154 603.700 m | 160.00000 96592.00| 212.18000 128093.07| 148.00000 89347.60 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0143 715-05156 623.100 m | 220.00000 137082.00| 250.55000 156117.71| 184.00000 114650.40 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0144 715-05159 412.100 m | 290.00000 119509.00| 466.58000 192277.62| 288.00000 118684.80 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0145 715-05161 265.200 m | 362.00000 96002.40| 517.39000 137211.83| 326.00000 86455.20 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0146 715-05165 4.000 m | 852.00000 3408.00| 776.71000 3106.84| 1100.00000 4400.00 PIPE, TYPE 2, CIRCULAR, 1800 mm | | | 0147 715-05169 36.500 m | 113.00000 4124.50| 170.41000 6219.97| 127.00000 4635.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0148 715-05171 35.700 m | 123.00000 4391.10| 124.04000 4428.23| 135.00000 4819.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0149 715-05331 2.000 m | 412.00000 824.00| 521.13000 1042.26| 361.00000 722.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0150 715-05407 76.000 m | 33.00000 2508.00| 28.33000 2153.08| 44.00000 3344.00 PIPE, END BENT DRAIN, 150 mm | | | 0151 715-05920 1.000 EACH | 895.00000 895.00| 976.55000 976.55| 1120.00000 1120.00 PIPE END SECTION, PRECAST CONCRETE, 750 | | | mm | | | 0152 715-46005 2.000 EACH | 580.00000 1160.00| 457.23000 914.46| 525.00000 1050.00 PIPE END SECTION, 375 mm | | | 0153 715-46010 2.000 EACH | 635.00000 1270.00| 487.22000 974.44| 560.00000 1120.00 PIPE END SECTION, 450 mm | | | 0154 715-91361 23.000 m | 57.00000 1311.00| 52.26000 1201.98| 88.00000 2024.00 PIPE, PVC, 150 mm | | | 0155 718-52610 874.500 m3 | 36.95000 32312.78| 49.55000 43331.48| 37.00000 32356.50 AGGREGATE FOR UNDERDRAINS | | | 0156 718-99153 11843.100 m2 | 1.35000 15988.19| 1.79000 21199.15| 1.35000 15988.19 GEOTEXTILES FOR UNDERDRAIN | | | 0157 720-44000 46.000 EACH | 640.00000 29440.00| 230.24000 10591.04| 300.00000 13800.00 CASTING, ADJUST TO GRADE | | | 0158 720-45005 3.000 EACH | 1215.00000 3645.00| 1279.82000 3839.46| 1770.00000 5310.00 INLET, A2 | | | 0159 720-45030 10.000 EACH | 1215.00000 12150.00| 953.94000 9539.40| 1570.00000 15700.00 INLET, E7 | | | 0160 720-45035 2.000 EACH | 1215.00000 2430.00| 713.65000 1427.30| 1570.00000 3140.00 INLET, F7 | | | 0161 720-45040 2.000 EACH | 1900.00000 3800.00| 2425.36000 4850.72| 2340.00000 4680.00 INLET, G7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -10 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 720-45080 3.000 EACH | 1400.00000 4200.00| 1373.48000 4120.44| 2150.00000 6450.00 INLET, S14 | | | 0163 720-45410 4.000 EACH | 1550.00000 6200.00| 1274.02000 5096.08| 1875.00000 7500.00 MANHOLE, C4 | | | 0164 720-45415 1.000 EACH | 2800.00000 2800.00| 3424.98000 3424.98| 2715.00000 2715.00 MANHOLE, D4 | | | 0165 720-45416 1.000 EACH | 4025.00000 4025.00| 5477.05000 5477.05| 4100.00000 4100.00 MANHOLE, E4 | | | 0166 720-45510 30.000 EACH | 1500.00000 45000.00| 1358.75000 40762.50| 1760.00000 52800.00 MANHOLE, C4, MODIFIED | | | 0167 720-45515 44.000 EACH | 2600.00000 114400.00| 3137.69000 138058.36| 2585.00000 113740.00 MANHOLE, D4, MODIFIED | | | 0168 720-45520 7.000 EACH | 4500.00000 31500.00| 3469.75000 24288.25| 4100.00000 28700.00 MANHOLE, E4, MODIFIED | | | 0169 720-93411 1.000 EACH | 2100.00000 2100.00| 2335.40000 2335.40| 2200.00000 2200.00 INLET, C15, MODIFIED | | | 0170 720-93500 2.000 EACH | 2015.00000 4030.00| 1468.03000 2936.06| 2400.00000 4800.00 MANHOLE, A2, MODIFIED | | | 0171 720-95409 2.000 EACH | 3000.00000 6000.00| 2021.50000 4043.00| 2660.00000 5320.00 MANHOLE, J4, MODIFIED | | | 0172 720-95422 2.000 EACH | 2500.00000 5000.00| 2021.50000 4043.00| 2660.00000 5320.00 MANHOLE, J4 | | | 0173 720-97962 1.000 EACH | 7300.00000 7300.00| 10471.87000 10471.87| 12800.00000 12800.00 MANHOLE, G4, MODIFIED | | | 0174 720-98174 95.000 EACH | 1775.00000 168625.00| 2065.73000 196244.35| 2220.00000 210900.00 INLET, B15 | | | 0175 720-98555 1.000 EACH | 1780.00000 1780.00| 2065.72000 2065.72| 2220.00000 2220.00 INLET, C15 | | | 0176 720-98869 2.000 EACH | 5055.00000 10110.00| 4697.75000 9395.50| 5500.00000 11000.00 MANHOLE, L4, MODIFIED | | | 0177 731-05777 106.000 m2 | 185.54000 19667.24| 358.66000 38017.96| 515.00000 54590.00 FACING BLOCKS, MODULAR CONCRETE GRAVITY | | | WALL | | | 0178 732-08420 37.000 m2 | 250.00000 9250.00| 181.67000 6721.79| 114.00000 4218.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0179 732-08421 37.000 m2 | 260.00000 9620.00| 169.65000 6277.05| 145.00000 5365.00 MODULAR BLOCK WALL ERECTION | | | 0180 801-01505 44.000 EACH | 45.00000 1980.00| 76.00000 3344.00| 45.00000 1980.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0181 801-06207 37015.000 m | 2.46000 91056.90| 1.19000 44047.85| 2.46000 91056.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -11 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0182 801-06211 45.000 EACH | 85.00000 3825.00| 74.00000 3330.00| 85.00000 3825.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0183 801-06218 33.000 m | 25.00000 825.00| 26.00000 858.00| 25.00000 825.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0184 801-06539 LUMP | 1000.00000 1000.00| 2116.44000 2116.44| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , GERMAN CHURCH | | | 0185 801-06539 LUMP | 1000.00000 1000.00| 2116.44000 2116.44| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , HUGO | | | 0186 801-06539 LUMP | 1000.00000 1000.00| 2116.44000 2116.44| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , KROGER | | | 0187 801-06539 LUMP | 1000.00000 1000.00| 2116.44000 2116.44| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , MUESSING | | | 0188 801-06539 LUMP | 1000.00000 1000.00| 2116.44000 2116.44| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , WALMART | | | 0189 801-06640 88.000 EACH | 105.00000 9240.00| 105.00000 9240.00| 105.00000 9240.00 CONSTRUCTION SIGN, A | | | 0190 801-06710 540.000 DAY | 5.00000 2700.00| 0.05000 27.00| 15.00000 8100.00 FLASHING ARROW SIGN | | | 0191 801-06775 LUMP | 282891.04000 282891.04| 95778.00000 95778.00| 297000.00000 297000.00 MAINTAINING TRAFFIC | | | 0192 801-07118 50.000 m | 165.00000 8250.00| 165.00000 8250.00| 165.00000 8250.00 BARRICADE, III-A | | | 0193 802-03896 12.000 EACH | 1400.00000 16800.00| 1400.00000 16800.00| 1400.00000 16800.00 BOLLARD , ORNAMENTAL | | | 0194 802-04314 2.000 EACH | 3750.00000 7500.00| 3750.00000 7500.00| 3750.00000 7500.00 SIGN , ENTRANCE, PANEL AND POST, | | | ORNAMENTAL | | | 0195 802-04314 6.000 EACH | 3250.00000 19500.00| 3250.00000 19500.00| 3250.00000 19500.00 SIGN , PANEL AND POST, ORNAMENTAL | | | 0196 802-04314 26.000 EACH | 850.00000 22100.00| 850.00000 22100.00| 850.00000 22100.00 SIGN , STREET, PANEL AND BRACKET, | | | ORNAMENTAL | | | 0197 802-05701 316.100 m | 30.00000 9483.00| 30.00000 9483.00| 30.00000 9483.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -12 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 802-76025 45.250 m2 | 100.00000 4525.00| 100.00000 4525.00| 100.00000 4525.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0199 802-76035 39.700 m2 | 105.00000 4168.50| 105.00000 4168.50| 105.00000 4168.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0200 802-76045 24.500 m2 | 210.00000 5145.00| 210.00000 5145.00| 210.00000 5145.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0201 802-97428 13.340 m | 500.00000 6670.00| 500.00000 6670.00| 500.00000 6670.00 POST, TUBULAR | | | 0202 805-01815 12.000 EACH | 1850.00000 22200.00| 1853.13000 22237.56| 1850.00000 22200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0203 805-01816 6.000 EACH | 950.00000 5700.00| 951.61000 5709.66| 950.00000 5700.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0204 805-01842 38.000 EACH | 850.00000 32300.00| 851.44000 32354.72| 850.00000 32300.00 HANDHOLE, SIGNAL | | | 0205 805-01844 1868.200 m | 30.00000 56046.00| 30.05000 56139.41| 30.00000 56046.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0206 805-02151 40.000 EACH | 500.00000 20000.00| 500.84000 20033.60| 500.00000 20000.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0207 805-02443 10.000 EACH | 950.00000 9500.00| 951.61000 9516.10| 950.00000 9500.00 TEMPORARY SIGNAL POLE, GUY, AND ANCHOR | | | 0208 805-02595 10.000 EACH | 50.00000 500.00| 50.09000 500.90| 50.00000 500.00 CONTROLLER, RESET TIMING | | | 0209 805-03708 6.000 EACH | 8500.00000 51000.00| 8514.36000 51086.16| 8500.00000 51000.00 SIGNAL CANTILEVER STRUCTURE, , 12.2M | | | ARM, ORNAMENTAL | | | 0210 805-03708 1.000 EACH | 8750.00000 8750.00| 8764.78000 8764.78| 8750.00000 8750.00 SIGNAL CANTILEVER STRUCTURE, , 15.0M | | | ARM, ORNAMENTAL | | | 0211 805-03708 2.000 EACH | 7000.00000 14000.00| 7011.83000 14023.66| 7000.00000 14000.00 SIGNAL CANTILEVER STRUCTURE, , 7.6M ARM | | | ORNAMENTAL | | | 0212 805-05698 2.000 EACH | 850.00000 1700.00| 851.44000 1702.88| 850.00000 1700.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0213 805-06592 1585.000 m | 30.00000 47550.00| 30.05000 47629.25| 30.00000 47550.00 CONDUIT, STEEL, GALVANIZED, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -13 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0214 805-08464 5.000 EACH | 4000.00000 20000.00| 4006.76000 20033.80| 4000.00000 20000.00 RADIO, INTERCONNECT | | | 0215 805-08466 6.000 EACH | 1800.00000 10800.00| 1803.04000 10818.24| 1800.00000 10800.00 RADIO ANTENNA, 9db, YAGI | | | 0216 805-08493 LUMP | 1500.00000 1500.00| 1502.53000 1502.53| 1500.00000 1500.00 RADIO SYSTEM TESTING INTERCONNECT | | | 0217 805-78109 5.000 EACH | 15500.00000 77500.00| 15526.18000 77630.90| 15500.00000 77500.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0218 805-78205 31.000 EACH | 855.00000 26505.00| 856.44000 26549.64| 855.00000 26505.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0219 805-78215 8.000 EACH | 700.00000 5600.00| 701.18000 5609.44| 700.00000 5600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0220 805-78230 14.000 EACH | 1250.00000 17500.00| 1252.11000 17529.54| 1250.00000 17500.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0221 805-78415 12.000 EACH | 1900.00000 22800.00| 1903.21000 22838.52| 1900.00000 22800.00 SPAN, CATENARY, AND TETHER | | | 0222 805-78420 12.000 EACH | 265.00000 3180.00| 265.45000 3185.40| 265.00000 3180.00 DISCONNECT HANGER | | | 0223 805-78467 28.800 m | 6.00000 172.80| 6.01000 173.09| 6.00000 172.80 SIGNAL CABLE, 3C 8GA. | | | 0224 805-78470 4631.800 m | 0.70000 3242.26| 0.70000 3242.26| 0.70000 3242.26 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0225 805-78480 108.800 m | 3.50000 380.80| 3.51000 381.89| 3.50000 380.80 SIGNAL CABLE, 3C 14GA. | | | 0226 805-78485 1242.400 m | 4.50000 5590.80| 4.51000 5603.22| 4.50000 5590.80 SIGNAL CABLE, 5C 14GA. | | | 0227 805-78490 1595.200 m | 4.75000 7577.20| 4.76000 7593.15| 4.75000 7577.20 SIGNAL CABLE, 7C 14GA. | | | 0228 805-78510 5696.300 m | 2.35000 13386.31| 2.35000 13386.31| 2.35000 13386.31 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0229 805-78785 38.000 EACH | 675.00000 25650.00| 676.14000 25693.32| 675.00000 25650.00 SIGNAL DETECTOR HOUSING | | | 0230 805-78795 1601.000 m | 21.00000 33621.00| 21.04000 33685.04| 21.00000 33621.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0231 805-78925 5.000 EACH | 650.00000 3250.00| 651.10000 3255.50| 650.00000 3250.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0232 805-81032 12.000 EACH | 4350.00000 52200.00| 4357.35000 52288.20| 4350.00000 52200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -14 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0233 805-86889 1470.000 m | 0.50000 735.00| 0.50000 735.00| 0.50000 735.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0235 805-94295 100.000 EACH | 90.00000 9000.00| 90.15000 9015.00| 90.00000 9000.00 SIGNAL HEAD, RELOCATE | | | 0236 805-98335 2200.000 m | 23.75000 52250.00| 23.79000 52338.00| 23.75000 52250.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0237 805-98336 1450.000 m | 24.00000 34800.00| 24.04000 34858.00| 24.00000 34800.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0238 807-01603 4.000 EACH | 3000.00000 12000.00| 3005.07000 12020.28| 3000.00000 12000.00 SERVICE POINT, TYPE II | | | 0239 807-02191 15.000 EACH | 850.00000 12750.00| 851.44000 12771.60| 850.00000 12750.00 HANDHOLE, LIGHTING | | | 0240 807-02428 101.000 EACH | 675.00000 68175.00| 676.14000 68290.14| 675.00000 68175.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2450 mm | | | 0241 807-03951 98.000 EACH | 3100.00000 303800.00| 3105.24000 304313.52| 3100.00000 303800.00 LIGHT POLE, ORNAMENTAL , 5 EMH, WITH | | | LUMINAIRE | | | 0242 807-03951 3.000 EACH | 4200.00000 12600.00| 4207.09000 12621.27| 4200.00000 12600.00 LIGHT POLE, ORNAMENTAL , 5 EMH, WITH | | | TWIN LUMINAIRE | | | 0243 807-04671 7.000 EACH | 750.00000 5250.00| 751.27000 5258.89| 750.00000 5250.00 OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0244 807-86910 102.000 EACH | 27.50000 2805.00| 27.55000 2810.10| 27.50000 2805.00 CONNECTOR KIT, UNFUSED | | | 0245 807-86915 102.000 EACH | 32.50000 3315.00| 32.55000 3320.10| 32.50000 3315.00 CONNECTOR KIT, FUSED | | | 0246 807-86920 83.000 EACH | 9.00000 747.00| 9.02000 748.66| 9.00000 747.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0247 807-86925 166.000 EACH | 10.00000 1660.00| 10.02000 1663.32| 10.00000 1660.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0248 807-86930 103.000 EACH | 9.00000 927.00| 9.02000 929.06| 9.00000 927.00 INSULATION LINK, NONWATERPROOFED | | | 0249 807-86935 205.000 EACH | 11.00000 2255.00| 11.02000 2259.10| 11.00000 2255.00 INSULATING LINK, WATERPROOFED | | | 0250 808-06701 1564.000 m | 1.25000 1955.00| 1.25000 1955.00| 1.25000 1955.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -15 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0251 808-06703 2438.900 m | 1.25000 3048.63| 1.25000 3048.63| 1.25000 3048.63 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0252 808-06713 1267.000 m | 2.46000 3116.82| 2.46000 3116.82| 2.46000 3116.82 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0253 808-06716 37000.000 m | 0.24000 8880.00| 0.24000 8880.00| 0.24000 8880.00 LINE, REMOVE | | | 0254 808-75240 448.000 m | 1.25000 560.00| 1.25000 560.00| 1.25000 560.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0255 808-75245 3532.000 m | 1.25000 4415.00| 1.25000 4415.00| 1.25000 4415.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0256 808-75297 238.000 m | 13.00000 3094.00| 13.00000 3094.00| 13.00000 3094.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0257 808-75300 632.100 m | 3.50000 2212.35| 3.50000 2212.35| 3.50000 2212.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0258 808-75320 62.000 EACH | 118.00000 7316.00| 118.00000 7316.00| 118.00000 7316.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0259 808-75325 54.000 EACH | 35.00000 1890.00| 35.00000 1890.00| 35.00000 1890.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0260 808-75998 815.000 EACH | 15.80000 12877.00| 13.54000 11035.10| 13.54000 11035.10 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0261 808-92027 13.500 m | 8.00000 108.00| 8.00000 108.00| 8.00000 108.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0262 702-51863 32.000 EACH | 12.00000 384.00| 10.99000 351.68| 15.00000 480.00 FIELD DRILLED HOLE IN CONCRETE | | | 0263 706-09545 67.700 m3 | 63.93000 4328.06| 49.52000 3352.50| 112.00000 7582.40 COARSE AGGREGATE, NO. 8 | | | 0264 306-08043 1000.000 m2 | 5.48000 5480.00| 1.05000 1050.00| 3.00000 3000.00 MILLING, TRANSITION | | | 0265 621-06545 2.000 Mg | 1750.00000 3500.00| 1750.00000 3500.00| 1750.00000 3500.00 FERTILIZER | | | 0266 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0267 621-09398 100.000 kg | 67.00000 6700.00| 67.00000 6700.00| 67.00000 6700.00 SEED MIXTURE, SLOPE STABILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -16 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-1323837 |( 3 ) 35-1917625 |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0268 601-94689 4.000 EACH | 2800.00000 11200.00| 2800.00000 11200.00| 2800.00000 11200.00 GUARDRAIL END TREATMENT, OS | | | 0269 601-02800 4.000 EACH | 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 GUARDRAIL TRANSITION, TGT | | | 0270 805-92504 4.000 EACH | 350.00000 1400.00| 350.59000 1402.36| 350.00000 1400.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0271 805-09539 30.000 EACH | 660.00000 19800.00| 661.12000 19833.60| 660.00000 19800.00 LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0272 202-01300 5.000 EACH | 2000.00000 10000.00| 2003.38000 10016.90| 2341.50000 11707.50 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0273 401-07424 27373.000 Mg | 55.00000 1505515.00| 50.00000 1368650.00| 51.50000 1409709.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | SECTION TOTALS | $ 13,804,648.94| $ 13,851,363.23| $ 14,493,682.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,804,648.94| $ 13,851,363.23| $ 14,493,682.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -17 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 166600.00000 166600.00| 268000.00000 268000.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 5.000 EACH | 112.70000 563.50| 150.00000 750.00| 220.00000 1100.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 125.000 MOS | 112.70000 14087.50| 70.00000 8750.00| 165.00000 20625.00 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 | 744144.00000 744144.00| 735000.00000 735000.00| 746097.82000 746097.82 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 11400.00000 11400.00| 10000.00000 10000.00| 7500.00000 7500.00 PARTNERING OVERHEAD | | | 0014 201-01015 LUMP | 5000.00000 5000.00| 75000.00000 75000.00| 56000.00000 56000.00 CLEARING AND GRUBBING | | | 0015 201-52370 LUMP | 75000.00000 75000.00| 75000.00000 75000.00| 250000.00000 250000.00 CLEARING RIGHT OF WAY | | | 0016 202-02240 36000.000 m2 | 9.60000 345600.00| 8.00000 288000.00| 8.09000 291240.00 PAVEMENT REMOVAL | | | 0017 202-02241 325.000 m | 10.00000 3250.00| 10.00000 3250.00| 10.00000 3250.00 GUARDRAIL, REMOVE | | | 0018 202-02250 5.000 EACH | 275.00000 1375.00| 200.00000 1000.00| 500.00000 2500.00 TREE, 250 mm, REMOVE | | | 0019 202-02250 6.000 EACH | 5500.00000 33000.00| 750.00000 4500.00| 1000.00000 6000.00 TREE, 250 mm, REMOVE , TRANSPLANT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -18 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-02279 3351.800 m | 10.85000 36367.03| 12.00000 40221.60| 14.75000 49439.05 CURB AND GUTTER, REMOVE | | | 0021 202-02637 20.000 m | 75.00000 1500.00| 100.00000 2000.00| 576.68000 11533.60 PIPE, ABANDON AND GROUT | | | 0022 202-05545 200.000 m3 | 58.00000 11600.00| 58.00000 11600.00| 58.00000 11600.00 REGULATED MATERIALS, DISPOSE, C | | | 0023 202-05550 200.000 m3 | 19.50000 3900.00| 19.50000 3900.00| 19.50000 3900.00 REGULATED MATERIALS, REMOVE, C | | | 0024 202-05555 200.000 m3 | 19.00000 3800.00| 19.00000 3800.00| 19.00000 3800.00 REGULATED MATERIALS, TRANSPORT, C | | | 0025 202-08429 10000.000 L | 0.10000 1000.00| 0.10000 1000.00| 0.10000 1000.00 REGULATED MATERIALS, DISPOSE, B | | | 0026 202-08430 10000.000 L | 0.25000 2500.00| 0.25000 2500.00| 0.25000 2500.00 REGULATED MATERIALS, REMOVE, B | | | 0027 202-08431 10000.000 L | 0.25000 2500.00| 0.25000 2500.00| 0.25000 2500.00 REGULATED MATERIALS, TRANSPORT, B | | | 0028 202-09106 3.000 EACH | 385.00000 1155.00| 385.00000 1155.00| 385.00000 1155.00 TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN , | | | WATER, 24 HOUR RETURN | | | 0029 202-51328 LUMP | 123000.00000 123000.00| 250000.00000 250000.00| 188450.00000 188450.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0030 202-52710 3734.800 m2 | 5.25000 19607.70| 4.00000 14939.20| 7.58000 28309.78 SIDEWALK, CONCRETE, REMOVE | | | 0031 202-93898 2.000 EACH | 330.00000 660.00| 300.00000 600.00| 750.00000 1500.00 TREE, 300 mm, REMOVE | | | 0032 203-02000 24263.400 m3 | 25.25000 612650.85| 40.00000 970536.00| 56.25000 1364816.25 EXCAVATION, COMMON | | | 0033 205-04931 10.000 EACH | 650.00000 6500.00| 250.00000 2500.00| 918.81000 9188.10 SEDIMENT TRAP | | | 0034 205-06931 4.000 Mg | 65.00000 260.00| 50.00000 200.00| 205.99000 823.96 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0035 205-06933 13.000 EACH | 80.00000 1040.00| 80.00000 1040.00| 80.00000 1040.00 TEMPORARY DITCH INLET PROTECTION | | | 0036 205-06937 2173.300 m | 4.18000 9084.39| 4.18000 9084.39| 4.18000 9084.39 TEMPORARY SILT FENCE | | | 0037 206-51220 82.000 m3 | 50.00000 4100.00| 30.00000 2460.00| 723.73000 59345.86 EXCAVATION, WET | | | 0038 206-51225 176.000 m3 | 25.00000 4400.00| 20.00000 3520.00| 75.32000 13256.32 EXCAVATION, DRY | | | 0039 207-08263 62800.000 m2 | 4.68000 293904.00| 5.00000 314000.00| 4.35000 273180.00 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -19 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 207-08267 9000.000 m2 | 7.60000 68400.00| 10.00000 90000.00| 7.31000 65790.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0041 207-08268 5610.200 m2 | 15.75000 88360.65| 16.50000 92568.30| 13.36000 74952.27 SUBGRADE TREATMENT, TYPE IV | | | 0042 210-04181 6.000 EACH | 2357.90000 14147.40| 1000.00000 6000.00| 475.00000 2850.00 BICYCLE RACK | | | 0043 210-05835 1.000 EACH | 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00 KIOSK | | | 0044 211-06467 93.400 m3 | 85.00000 7939.00| 50.00000 4670.00| 74.10000 6920.94 AGGREGATE FOR END BENT BACKFILL | | | 0045 211-09264 12878.050 m3 | 24.50000 315512.23| 27.50000 354146.38| 28.77000 370501.50 STRUCTURE BACKFILL, TYPE 1 | | | 0046 211-09265 846.000 m3 | 38.00000 32148.00| 32.50000 27495.00| 52.85000 44711.10 STRUCTURE BACKFILL, TYPE 2 | | | 0047 213-09269 59.000 m3 | 130.00000 7670.00| 90.00000 5310.00| 145.86000 8605.74 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0048 301-07448 4100.000 Mg | 33.90000 138990.00| 17.00000 69700.00| 34.54000 141614.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0049 302-07455 142.000 m3 | 85.00000 12070.00| 50.00000 7100.00| 63.82000 9062.44 DENSE GRADED SUBBASE | | | 0050 303-04470 53.300 kg | 53.16000 2833.43| 25.00000 1332.50| 40.00000 2132.00 CRUSHED STONE, 11 | | | 0052 306-08036 10692.700 m2 | 3.23000 34537.42| 1.50000 16039.05| 1.05000 11227.34 MILLING, ASPHALT, 50 mm | | | 0053 401-07334 7325.200 Mg | 94.00000 688568.80| 88.00000 644617.60| 75.00000 549390.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0054 401-07403 11821.300 Mg | 69.00000 815669.70| 80.00000 945704.00| 59.00000 697456.70 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0055 401-07408 1889.000 Mg | 70.00000 132230.00| 59.00000 111451.00| 49.00000 92561.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0056 401-07429 9114.000 Mg | 72.00000 656208.00| 64.00000 583296.00| 61.00000 555954.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0057 402-07432 205.200 Mg | 110.00000 22572.00| 94.00000 19288.80| 84.00000 17236.80 HMA SURFACE, TYPE A | | | 0058 402-07433 810.000 Mg | 83.00000 67230.00| 80.00000 64800.00| 83.00000 67230.00 HMA SURFACE, TYPE B | | | 0059 402-07435 40.500 Mg | 84.00000 3402.00| 85.00000 3442.50| 76.00000 3078.00 HMA INTERMEDIATE, TYPE A | | | 0060 402-07438 1350.000 Mg | 66.00000 89100.00| 59.00000 79650.00| 65.00000 87750.00 HMA INTERMEDIATE, TYPE B | | | 0061 402-07440 567.000 Mg | 68.00000 38556.00| 61.00000 34587.00| 64.00000 36288.00 HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -20 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 402-07441 4320.000 Mg | 57.00000 246240.00| 56.00000 241920.00| 57.00000 246240.00 HMA BASE, TYPE B | | | 0063 406-05520 101.800 Mg | 620.00000 63116.00| 557.00000 56702.60| 595.00000 60571.00 ASPHALT FOR TACK COAT | | | 0064 502-06329 2.000 m2 | 674.19000 1348.38| 150.00000 300.00| 1094.70000 2189.40 PCCP, 300 mm | | | 0066 601-95434 53.200 m | 430.00000 22876.00| 430.00000 22876.00| 430.00000 22876.00 HANDRAIL, STEEL PIPE, 37.5 mm | | | 0067 603-03829 243.500 m | 165.00000 40177.50| 165.00000 40177.50| 165.00000 40177.50 FENCE , ORNAMENTAL | | | 0068 603-06060 14.800 m | 38.00000 562.40| 38.00000 562.40| 38.00000 562.40 FENCE, FARM FIELD, RESET | | | 0069 604-04310 1428.000 m2 | 200.00000 285600.00| 100.00000 142800.00| 114.01000 162806.28 CONCRETE PAVING, PATTERNED , DECORATIVE | | | PCCP CROSSWALK | | | 0070 604-06070 48.000 m2 | 55.29000 2653.92| 37.00000 1776.00| 144.98000 6959.04 SIDEWALK, CONCRETE | | | 0071 604-07894 137.400 m2 | 128.81000 17698.49| 180.00000 24732.00| 213.99000 29402.23 CURB RAMP, CONCRETE, A | | | 0072 604-07896 161.400 m2 | 128.79000 20786.71| 180.00000 29052.00| 217.40000 35088.36 CURB RAMP, CONCRETE, B | | | 0073 604-07899 36.000 m2 | 128.85000 4638.60| 180.00000 6480.00| 201.28000 7246.08 CURB RAMP, CONCRETE, E , Trail - | | | Modified | | | 0074 604-07900 36.900 m2 | 128.86000 4754.93| 180.00000 6642.00| 197.81000 7299.19 CURB RAMP, CONCRETE, F | | | 0075 604-07901 36.600 m2 | 128.84000 4715.54| 180.00000 6588.00| 197.25000 7219.35 CURB RAMP, CONCRETE, G | | | 0076 604-07902 285.900 m2 | 128.80000 36823.92| 180.00000 51462.00| 215.58000 61634.32 CURB RAMP, CONCRETE, H | | | 0077 604-07903 9.200 m2 | 128.64000 1183.49| 180.00000 1656.00| 206.78000 1902.38 CURB RAMP, CONCRETE, K | | | 0078 604-44251 54.000 m3 | 1238.72000 66890.88| 850.00000 45900.00| 1648.81000 89035.74 STEPS, CONCRETE | | | 0079 604-90256 5818.100 m2 | 50.91000 296199.47| 37.00000 215269.70| 34.88000 202935.33 SIDEWALK, CONCRETE, 150 mm | | | 0080 604-90256 3741.000 m2 | 51.66000 193260.06| 85.00000 317985.00| 82.03000 306874.23 SIDEWALK, CONCRETE, 150 mm , DECORATIVE | | | 0081 605-06120 2100.900 m | 41.05000 86241.95| 50.00000 105045.00| 43.78000 91977.40 CURB, CONCRETE | | | 0082 605-06120 100.000 m | 219.17000 21917.00| 80.00000 8000.00| 142.95000 14295.00 CURB, CONCRETE , PLANTER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -21 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 605-06150 3924.500 m | 49.28000 193399.36| 48.00000 188376.00| 44.19000 173423.66 CURB AND GUTTER, C, CONCRETE | | | 0084 605-06250 620.600 m2 | 100.67000 62475.80| 110.00000 68266.00| 84.73000 52583.44 CENTER CURB, C, CONCRETE | | | 0085 605-90726 26.000 m | 173.59000 4513.34| 65.00000 1690.00| 455.33000 11838.58 CURB, CONCRETE, DEPRESSED , MODIFIED | | | 0086 609-06259 617.000 m2 | 95.00000 58615.00| 85.00000 52445.00| 91.19000 56264.23 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0087 610-08446 5989.400 m2 | 78.89000 472503.77| 55.00000 329417.00| 51.62000 309172.83 PCCP FOR APPROACHES, 150 mm | | | 0088 616-02305 29.900 m3 | 150.00000 4485.00| 150.00000 4485.00| 424.64000 12696.74 GABIONS | | | 0089 616-02320 783.820 m2 | 1.70000 1332.49| 1.25000 979.78| 2.13000 1669.54 GEOTEXTILES | | | 0090 616-06405 649.000 Mg | 30.00000 19470.00| 30.00000 19470.00| 29.90000 19405.10 RIPRAP, REVETMENT | | | 0091 616-06451 199.800 Mg | 30.00000 5994.00| 30.00000 5994.00| 56.56000 11300.69 RIPRAP, UNIFORM | | | 0092 616-51367 250.000 m2 | 75.00000 18750.00| 100.00000 25000.00| 89.88000 22470.00 SLOPEWALL, CONCRETE, 100 mm | | | 0093 617-03658 64.000 EACH | 305.00000 19520.00| 305.00000 19520.00| 305.00000 19520.00 BANNER , BRACKET, LIGHT POLE MOUNTED | | | 0094 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0095 621-02770 3495.200 m2 | 1.48000 5172.90| 1.48000 5172.90| 1.48000 5172.90 EROSION CONTROL BLANKET | | | 0096 621-04316 4.000 m | 6.50000 26.00| 6.50000 26.00| 6.50000 26.00 SPADE EDGE | | | 0097 621-06554 840.000 kg | 6.20000 5208.00| 6.20000 5208.00| 6.20000 5208.00 SEED MIXTURE, U | | | 0098 621-06567 288.200 kL | 1.00000 288.20| 1.00000 288.20| 1.00000 288.20 WATER | | | 0099 621-06575 16012.000 m2 | 3.70000 59244.40| 3.20000 51238.40| 3.20000 51238.40 SODDING, NURSERY | | | 0101 622-01937 354.000 EACH | 14.50000 5133.00| 14.50000 5133.00| 14.50000 5133.00 PLANT , ORNAMENTAL GRASS | | | 0102 622-03672 LUMP | 9000.00000 9000.00| 5000.00000 5000.00| 22000.00000 22000.00 TREE PROTECTION AND TRIMMING | | | 0103 622-03949 6.000 EACH | 1250.00000 7500.00| 1250.00000 7500.00| 1250.00000 7500.00 TRASH RECEPTACLE, ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -22 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 622-05640 84.000 EACH | 49.00000 4116.00| 49.00000 4116.00| 49.00000 4116.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0105 622-05641 35.000 EACH | 52.00000 1820.00| 52.00000 1820.00| 52.00000 1820.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0106 622-05649 51.000 EACH | 205.00000 10455.00| 206.00000 10506.00| 205.00000 10455.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0107 622-05650 17.000 EACH | 205.00000 3485.00| 205.00000 3485.00| 205.00000 3485.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0108 622-05651 204.000 EACH | 380.00000 77520.00| 380.00000 77520.00| 380.00000 77520.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0109 622-05654 6950.000 EACH | 10.95000 76102.50| 10.95000 76102.50| 10.95000 76102.50 PLANT, PERENNIAL | | | 0110 622-05822 LUMP | 7677.00000 7677.00| 8500.00000 8500.00| 1.00000 1.00 PLANT ESTABLISHMENT PERIOD | | | 0111 628-09402 24.000 MOS | 2479.37000 59504.88| 1600.00000 38400.00| 2750.00000 66000.00 FIELD OFFICE, B | | | 0112 701-51195 298.500 m | 275.00000 82087.50| 300.00000 89550.00| 158.86000 47419.71 PILE, STEEL H, HP 310mm X 79 | | | 0113 702-51005 198.500 m3 | 700.00000 138950.00| 880.00000 174680.00| 524.57000 104127.15 CONCRETE, A, SUBSTRUCTURE | | | 0114 702-51015 39.200 m3 | 800.00000 31360.00| 880.00000 34496.00| 438.28000 17180.58 CONCRETE, B, FOOTINGS | | | 0115 702-90915 5.400 m3 | 680.00000 3672.00| 500.00000 2700.00| 750.00000 4050.00 CONCRETE, A | | | 0116 703-01540 40.000 EACH | 20.00000 800.00| 50.00000 2000.00| 10.66000 426.40 THREADED TIE BAR ASSEMBLY | | | 0117 703-51032 83876.000 kg | 2.00000 167752.00| 2.00000 167752.00| 1.85000 155170.60 REINFORCING STEEL, EPOXY COATED | | | 0118 703-97936 854.000 EACH | 20.00000 17080.00| 25.00000 21350.00| 13.29000 11349.66 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0119 704-51002 551.700 m3 | 625.00000 344812.50| 650.00000 358605.00| 502.94000 277472.00 CONCRETE, C, SUPERSTRUCTURE | | | 0120 704-51030 6260.000 kg | 1.75000 10955.00| 2.00000 12520.00| 1.70000 10642.00 REINFORCING STEEL | | | 0121 706-06347 272.150 m | 515.00000 140157.25| 515.00000 140157.25| 515.00000 140157.25 RAILING, CF-1 | | | 0122 706-06347 76.000 m | 235.00000 17860.00| 235.00000 17860.00| 235.00000 17860.00 RAILING, CF-1 , ORNAMENTAL BICYCLE | | | RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -23 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 706-08505 363.000 m2 | 175.00000 63525.00| 200.00000 72600.00| 200.36000 72730.68 REINFORCED CONCRETE MOMENT SLAB, 450 mm | | | 0125 707-05983 570.700 m | 650.00000 370955.00| 550.00000 313885.00| 375.00000 214012.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0126 709-51821 LUMP | 11187.00000 11187.00| 10000.00000 10000.00| 14666.00000 14666.00 SURFACE SEAL | | | 0127 711-51070 52.000 EACH | 75.00000 3900.00| 300.00000 15600.00| 80.00000 4160.00 ANCHOR PLATE, AP 1 | | | 0128 712-03812 6.000 EACH | 2000.00000 12000.00| 2000.00000 12000.00| 2000.00000 12000.00 BENCH | | | 0129 714-01090 29.600 m | 1390.00000 41144.00| 2610.00000 77256.00| 3037.46000 89908.82 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1800 mm | | | 0130 714-04786 15.300 m | 3015.00000 46129.50| 2740.00000 41922.00| 3520.14000 53858.14 CONCRETE BOX CULVERT, REINFORCED , 3700 | | | mm X 1350 mm | | | 0131 714-26712 32.500 m | 1350.00000 43875.00| 3000.00000 97500.00| 3009.57000 97811.03 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0132 715-01354 25.200 m | 116.00000 2923.20| 80.00000 2016.00| 39.68000 999.94 CLEAN EXISTING PIPE | | | 0133 715-01471 4.000 EACH | 580.00000 2320.00| 600.00000 2400.00| 616.17000 2464.68 PIPE END SECTION, PRECAST CONCRETE, 375 | | | mm | | | 0134 715-01472 2.000 EACH | 635.00000 1270.00| 630.00000 1260.00| 660.17000 1320.34 PIPE END SECTION, PRECAST CONCRETE, 450 | | | mm | | | 0135 715-05024 506.200 m | 240.00000 121488.00| 150.00000 75930.00| 224.10000 113439.42 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0136 715-05048 4555.100 m | 8.75000 39857.13| 9.00000 40995.90| 14.64000 66686.66 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0137 715-05119 4.000 m | 183.00000 732.00| 55.00000 220.00| 245.76000 983.04 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0138 715-05149 1028.000 m | 96.00000 98688.00| 65.00000 66820.00| 85.43000 87822.04 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0139 715-05151 246.900 m | 108.00000 26665.20| 75.00000 18517.50| 88.13000 21759.30 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0140 715-05152 605.300 m | 120.00000 72636.00| 80.00000 48424.00| 96.37000 58332.76 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0141 715-05153 2.100 m | 170.00000 357.00| 92.00000 193.20| 756.93000 1589.55 PIPE, TYPE 2, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -24 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 715-05154 603.700 m | 160.00000 96592.00| 105.00000 63388.50| 136.04000 82127.35 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0143 715-05156 623.100 m | 220.00000 137082.00| 130.00000 81003.00| 182.45000 113684.60 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0144 715-05159 412.100 m | 290.00000 119509.00| 200.00000 82420.00| 261.28000 107673.49 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0145 715-05161 265.200 m | 362.00000 96002.40| 240.00000 63648.00| 321.37000 85227.32 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0146 715-05165 4.000 m | 852.00000 3408.00| 810.00000 3240.00| 984.03000 3936.12 PIPE, TYPE 2, CIRCULAR, 1800 mm | | | 0147 715-05169 36.500 m | 113.00000 4124.50| 75.00000 2737.50| 90.47000 3302.16 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0148 715-05171 35.700 m | 123.00000 4391.10| 82.00000 2927.40| 96.32000 3438.62 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0149 715-05331 2.000 m | 412.00000 824.00| 400.00000 800.00| 400.00000 800.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0150 715-05407 76.000 m | 50.00000 3800.00| 40.00000 3040.00| 33.00000 2508.00 PIPE, END BENT DRAIN, 150 mm | | | 0151 715-05920 1.000 EACH | 895.00000 895.00| 1050.00000 1050.00| 1841.80000 1841.80 PIPE END SECTION, PRECAST CONCRETE, 750 | | | mm | | | 0152 715-46005 2.000 EACH | 580.00000 1160.00| 325.00000 650.00| 481.19000 962.38 PIPE END SECTION, 375 mm | | | 0153 715-46010 2.000 EACH | 635.00000 1270.00| 420.00000 840.00| 481.19000 962.38 PIPE END SECTION, 450 mm | | | 0154 715-91361 23.000 m | 57.00000 1311.00| 40.00000 920.00| 37.06000 852.38 PIPE, PVC, 150 mm | | | 0155 718-52610 874.500 m3 | 36.95000 32312.78| 39.00000 34105.50| 35.25000 30826.13 AGGREGATE FOR UNDERDRAINS | | | 0156 718-99153 11843.100 m2 | 1.35000 15988.19| 1.00000 11843.10| 0.50000 5921.55 GEOTEXTILES FOR UNDERDRAIN | | | 0157 720-44000 46.000 EACH | 640.00000 29440.00| 400.00000 18400.00| 637.75000 29336.50 CASTING, ADJUST TO GRADE | | | 0158 720-45005 3.000 EACH | 1215.00000 3645.00| 1300.00000 3900.00| 1896.96000 5690.88 INLET, A2 | | | 0159 720-45030 10.000 EACH | 1215.00000 12150.00| 1200.00000 12000.00| 1446.09000 14460.90 INLET, E7 | | | 0160 720-45035 2.000 EACH | 1215.00000 2430.00| 1200.00000 2400.00| 1446.10000 2892.20 INLET, F7 | | | 0161 720-45040 2.000 EACH | 1900.00000 3800.00| 1800.00000 3600.00| 2163.30000 4326.60 INLET, G7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -25 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 720-45080 3.000 EACH | 1400.00000 4200.00| 2000.00000 6000.00| 1825.68000 5477.04 INLET, S14 | | | 0163 720-45410 4.000 EACH | 1550.00000 6200.00| 2000.00000 8000.00| 2257.76000 9031.04 MANHOLE, C4 | | | 0164 720-45415 1.000 EACH | 2800.00000 2800.00| 2700.00000 2700.00| 3041.05000 3041.05 MANHOLE, D4 | | | 0165 720-45416 1.000 EACH | 4025.00000 4025.00| 3600.00000 3600.00| 5115.81000 5115.81 MANHOLE, E4 | | | 0166 720-45510 30.000 EACH | 1500.00000 45000.00| 2500.00000 75000.00| 2150.29000 64508.70 MANHOLE, C4, MODIFIED | | | 0167 720-45515 44.000 EACH | 2600.00000 114400.00| 2500.00000 110000.00| 2989.80000 131551.20 MANHOLE, D4, MODIFIED | | | 0168 720-45520 7.000 EACH | 4500.00000 31500.00| 3600.00000 25200.00| 5005.79000 35040.53 MANHOLE, E4, MODIFIED | | | 0169 720-93411 1.000 EACH | 2100.00000 2100.00| 1700.00000 1700.00| 2363.38000 2363.38 INLET, C15, MODIFIED | | | 0170 720-93500 2.000 EACH | 2015.00000 4030.00| 2200.00000 4400.00| 2471.72000 4943.44 MANHOLE, A2, MODIFIED | | | 0171 720-95409 2.000 EACH | 3000.00000 6000.00| 2600.00000 5200.00| 3352.48000 6704.96 MANHOLE, J4, MODIFIED | | | 0172 720-95422 2.000 EACH | 2500.00000 5000.00| 2600.00000 5200.00| 3352.48000 6704.96 MANHOLE, J4 | | | 0173 720-97962 1.000 EACH | 7300.00000 7300.00| 6600.00000 6600.00| 16626.32000 16626.32 MANHOLE, G4, MODIFIED | | | 0174 720-98174 95.000 EACH | 1775.00000 168625.00| 1800.00000 171000.00| 2364.47000 224624.65 INLET, B15 | | | 0175 720-98555 1.000 EACH | 1780.00000 1780.00| 1700.00000 1700.00| 2363.38000 2363.38 INLET, C15 | | | 0176 720-98869 2.000 EACH | 5055.00000 10110.00| 5000.00000 10000.00| 6627.52000 13255.04 MANHOLE, L4, MODIFIED | | | 0177 731-05777 106.000 m2 | 323.54000 34295.24| 350.00000 37100.00| 301.00000 31906.00 FACING BLOCKS, MODULAR CONCRETE GRAVITY | | | WALL | | | 0178 732-08420 37.000 m2 | 121.01000 4477.37| 329.00000 12173.00| 135.00000 4995.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0179 732-08421 37.000 m2 | 193.14000 7146.18| 108.00000 3996.00| 191.41000 7082.17 MODULAR BLOCK WALL ERECTION | | | 0180 801-01505 44.000 EACH | 45.00000 1980.00| 45.00000 1980.00| 45.00000 1980.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0181 801-06207 37015.000 m | 2.46000 91056.90| 2.46000 91056.90| 2.46000 91056.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -26 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0182 801-06211 45.000 EACH | 85.00000 3825.00| 85.00000 3825.00| 85.00000 3825.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0183 801-06218 33.000 m | 25.00000 825.00| 25.00000 825.00| 25.00000 825.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0184 801-06539 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , GERMAN CHURCH | | | 0185 801-06539 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , HUGO | | | 0186 801-06539 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , KROGER | | | 0187 801-06539 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , MUESSING | | | 0188 801-06539 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , WALMART | | | 0189 801-06640 88.000 EACH | 105.00000 9240.00| 105.00000 9240.00| 105.00000 9240.00 CONSTRUCTION SIGN, A | | | 0190 801-06710 540.000 DAY | 0.05000 27.00| 14.00000 7560.00| 0.05000 27.00 FLASHING ARROW SIGN | | | 0191 801-06775 LUMP | 216702.17000 216702.17| 500000.00000 500000.00| 350000.00000 350000.00 MAINTAINING TRAFFIC | | | 0192 801-07118 50.000 m | 165.00000 8250.00| 165.00000 8250.00| 165.00000 8250.00 BARRICADE, III-A | | | 0193 802-03896 12.000 EACH | 1400.00000 16800.00| 1400.00000 16800.00| 1400.00000 16800.00 BOLLARD , ORNAMENTAL | | | 0194 802-04314 2.000 EACH | 3750.00000 7500.00| 3750.00000 7500.00| 3750.00000 7500.00 SIGN , ENTRANCE, PANEL AND POST, | | | ORNAMENTAL | | | 0195 802-04314 6.000 EACH | 3250.00000 19500.00| 3250.00000 19500.00| 3250.00000 19500.00 SIGN , PANEL AND POST, ORNAMENTAL | | | 0196 802-04314 26.000 EACH | 850.00000 22100.00| 850.00000 22100.00| 850.00000 22100.00 SIGN , STREET, PANEL AND BRACKET, | | | ORNAMENTAL | | | 0197 802-05701 316.100 m | 30.00000 9483.00| 30.00000 9483.00| 30.00000 9483.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -27 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 802-76025 45.250 m2 | 100.00000 4525.00| 100.00000 4525.00| 100.00000 4525.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0199 802-76035 39.700 m2 | 105.00000 4168.50| 105.00000 4168.50| 105.00000 4168.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0200 802-76045 24.500 m2 | 210.00000 5145.00| 210.00000 5145.00| 210.00000 5145.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0201 802-97428 13.340 m | 500.00000 6670.00| 500.00000 6670.00| 500.00000 6670.00 POST, TUBULAR | | | 0202 805-01815 12.000 EACH | 1850.00000 22200.00| 1850.00000 22200.00| 1850.00000 22200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0203 805-01816 6.000 EACH | 950.00000 5700.00| 950.00000 5700.00| 950.00000 5700.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0204 805-01842 38.000 EACH | 850.00000 32300.00| 850.00000 32300.00| 850.00000 32300.00 HANDHOLE, SIGNAL | | | 0205 805-01844 1868.200 m | 30.00000 56046.00| 30.00000 56046.00| 30.00000 56046.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0206 805-02151 40.000 EACH | 500.00000 20000.00| 500.00000 20000.00| 500.00000 20000.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0207 805-02443 10.000 EACH | 950.00000 9500.00| 950.00000 9500.00| 950.00000 9500.00 TEMPORARY SIGNAL POLE, GUY, AND ANCHOR | | | 0208 805-02595 10.000 EACH | 50.00000 500.00| 50.00000 500.00| 50.00000 500.00 CONTROLLER, RESET TIMING | | | 0209 805-03708 6.000 EACH | 8500.00000 51000.00| 8500.00000 51000.00| 8500.00000 51000.00 SIGNAL CANTILEVER STRUCTURE, , 12.2M | | | ARM, ORNAMENTAL | | | 0210 805-03708 1.000 EACH | 8750.00000 8750.00| 8750.00000 8750.00| 8750.00000 8750.00 SIGNAL CANTILEVER STRUCTURE, , 15.0M | | | ARM, ORNAMENTAL | | | 0211 805-03708 2.000 EACH | 7000.00000 14000.00| 7000.00000 14000.00| 7000.00000 14000.00 SIGNAL CANTILEVER STRUCTURE, , 7.6M ARM | | | ORNAMENTAL | | | 0212 805-05698 2.000 EACH | 850.00000 1700.00| 850.00000 1700.00| 850.00000 1700.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0213 805-06592 1585.000 m | 30.00000 47550.00| 30.00000 47550.00| 30.00000 47550.00 CONDUIT, STEEL, GALVANIZED, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -28 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0214 805-08464 5.000 EACH | 4000.00000 20000.00| 4000.00000 20000.00| 4000.00000 20000.00 RADIO, INTERCONNECT | | | 0215 805-08466 6.000 EACH | 1800.00000 10800.00| 1800.00000 10800.00| 1800.00000 10800.00 RADIO ANTENNA, 9db, YAGI | | | 0216 805-08493 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 RADIO SYSTEM TESTING INTERCONNECT | | | 0217 805-78109 5.000 EACH | 15500.00000 77500.00| 15500.00000 77500.00| 15500.00000 77500.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0218 805-78205 31.000 EACH | 855.00000 26505.00| 855.00000 26505.00| 855.00000 26505.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0219 805-78215 8.000 EACH | 700.00000 5600.00| 700.00000 5600.00| 700.00000 5600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0220 805-78230 14.000 EACH | 1250.00000 17500.00| 1250.00000 17500.00| 1250.00000 17500.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0221 805-78415 12.000 EACH | 1900.00000 22800.00| 1900.00000 22800.00| 1900.00000 22800.00 SPAN, CATENARY, AND TETHER | | | 0222 805-78420 12.000 EACH | 265.00000 3180.00| 265.00000 3180.00| 265.00000 3180.00 DISCONNECT HANGER | | | 0223 805-78467 28.800 m | 6.00000 172.80| 6.00000 172.80| 6.00000 172.80 SIGNAL CABLE, 3C 8GA. | | | 0224 805-78470 4631.800 m | 0.70000 3242.26| 0.70000 3242.26| 0.70000 3242.26 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0225 805-78480 108.800 m | 3.50000 380.80| 3.50000 380.80| 3.50000 380.80 SIGNAL CABLE, 3C 14GA. | | | 0226 805-78485 1242.400 m | 4.50000 5590.80| 4.50000 5590.80| 4.50000 5590.80 SIGNAL CABLE, 5C 14GA. | | | 0227 805-78490 1595.200 m | 4.75000 7577.20| 4.75000 7577.20| 4.75000 7577.20 SIGNAL CABLE, 7C 14GA. | | | 0228 805-78510 5696.300 m | 2.35000 13386.31| 2.35000 13386.31| 2.35000 13386.31 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0229 805-78785 38.000 EACH | 675.00000 25650.00| 675.00000 25650.00| 675.00000 25650.00 SIGNAL DETECTOR HOUSING | | | 0230 805-78795 1601.000 m | 21.00000 33621.00| 21.00000 33621.00| 21.00000 33621.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0231 805-78925 5.000 EACH | 650.00000 3250.00| 650.00000 3250.00| 650.00000 3250.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0232 805-81032 12.000 EACH | 4350.00000 52200.00| 4350.00000 52200.00| 4350.00000 52200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -29 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0233 805-86889 1470.000 m | 0.50000 735.00| 0.50000 735.00| 0.50000 735.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0235 805-94295 100.000 EACH | 90.00000 9000.00| 90.00000 9000.00| 90.00000 9000.00 SIGNAL HEAD, RELOCATE | | | 0236 805-98335 2200.000 m | 23.75000 52250.00| 24.00000 52800.00| 23.75000 52250.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0237 805-98336 1450.000 m | 24.00000 34800.00| 24.00000 34800.00| 24.00000 34800.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0238 807-01603 4.000 EACH | 3000.00000 12000.00| 3000.00000 12000.00| 3000.00000 12000.00 SERVICE POINT, TYPE II | | | 0239 807-02191 15.000 EACH | 850.00000 12750.00| 850.00000 12750.00| 850.00000 12750.00 HANDHOLE, LIGHTING | | | 0240 807-02428 101.000 EACH | 675.00000 68175.00| 675.00000 68175.00| 675.00000 68175.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2450 mm | | | 0241 807-03951 98.000 EACH | 3100.00000 303800.00| 3100.00000 303800.00| 3100.00000 303800.00 LIGHT POLE, ORNAMENTAL , 5 EMH, WITH | | | LUMINAIRE | | | 0242 807-03951 3.000 EACH | 4200.00000 12600.00| 4200.00000 12600.00| 4200.00000 12600.00 LIGHT POLE, ORNAMENTAL , 5 EMH, WITH | | | TWIN LUMINAIRE | | | 0243 807-04671 7.000 EACH | 750.00000 5250.00| 750.00000 5250.00| 750.00000 5250.00 OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0244 807-86910 102.000 EACH | 27.50000 2805.00| 27.50000 2805.00| 27.50000 2805.00 CONNECTOR KIT, UNFUSED | | | 0245 807-86915 102.000 EACH | 32.50000 3315.00| 32.50000 3315.00| 32.50000 3315.00 CONNECTOR KIT, FUSED | | | 0246 807-86920 83.000 EACH | 9.00000 747.00| 9.00000 747.00| 9.00000 747.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0247 807-86925 166.000 EACH | 10.00000 1660.00| 10.00000 1660.00| 10.00000 1660.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0248 807-86930 103.000 EACH | 9.00000 927.00| 9.00000 927.00| 9.00000 927.00 INSULATION LINK, NONWATERPROOFED | | | 0249 807-86935 205.000 EACH | 11.00000 2255.00| 11.00000 2255.00| 11.00000 2255.00 INSULATING LINK, WATERPROOFED | | | 0250 808-06701 1564.000 m | 1.25000 1955.00| 1.25000 1955.00| 1.25000 1955.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -30 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0251 808-06703 2438.900 m | 1.25000 3048.63| 1.25000 3048.63| 1.25000 3048.63 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0252 808-06713 1267.000 m | 2.46000 3116.82| 2.46000 3116.82| 2.46000 3116.82 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0253 808-06716 37000.000 m | 0.24000 8880.00| 0.24000 8880.00| 0.24000 8880.00 LINE, REMOVE | | | 0254 808-75240 448.000 m | 1.25000 560.00| 1.25000 560.00| 1.25000 560.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0255 808-75245 3532.000 m | 1.25000 4415.00| 1.25000 4415.00| 1.25000 4415.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0256 808-75297 238.000 m | 13.00000 3094.00| 13.00000 3094.00| 13.00000 3094.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0257 808-75300 632.100 m | 3.50000 2212.35| 3.50000 2212.35| 3.50000 2212.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0258 808-75320 62.000 EACH | 118.00000 7316.00| 118.00000 7316.00| 118.00000 7316.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0259 808-75325 54.000 EACH | 35.00000 1890.00| 35.00000 1890.00| 35.00000 1890.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0260 808-75998 815.000 EACH | 15.80000 12877.00| 13.54000 11035.10| 15.80000 12877.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0261 808-92027 13.500 m | 8.00000 108.00| 8.00000 108.00| 8.00000 108.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0262 702-51863 32.000 EACH | 20.00000 640.00| 15.00000 480.00| 12.00000 384.00 FIELD DRILLED HOLE IN CONCRETE | | | 0263 706-09545 67.700 m3 | 41.55000 2812.94| 50.00000 3385.00| 63.93000 4328.06 COARSE AGGREGATE, NO. 8 | | | 0264 306-08043 1000.000 m2 | 1.05000 1050.00| 1.50000 1500.00| 1.05000 1050.00 MILLING, TRANSITION | | | 0265 621-06545 2.000 Mg | 1750.00000 3500.00| 1750.00000 3500.00| 1750.00000 3500.00 FERTILIZER | | | 0266 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0267 621-09398 100.000 kg | 67.00000 6700.00| 67.00000 6700.00| 67.00000 6700.00 SEED MIXTURE, SLOPE STABILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -31 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1875662 |( 6 ) 35-0175870 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0268 601-94689 4.000 EACH | 2280.00000 9120.00| 2280.00000 9120.00| 2280.00000 9120.00 GUARDRAIL END TREATMENT, OS | | | 0269 601-02800 4.000 EACH | 960.00000 3840.00| 960.00000 3840.00| 960.00000 3840.00 GUARDRAIL TRANSITION, TGT | | | 0270 805-92504 4.000 EACH | 350.00000 1400.00| 350.00000 1400.00| 350.00000 1400.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0271 805-09539 30.000 EACH | 660.00000 19800.00| 660.00000 19800.00| 660.00000 19800.00 LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0272 202-01300 5.000 EACH | 2000.00000 10000.00| 2000.00000 10000.00| 2000.00000 10000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0273 401-07424 27373.000 Mg | 60.00000 1642380.00| 52.00000 1423396.00| 51.50000 1409709.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | SECTION TOTALS | $ 14,647,045.00| $ 14,798,790.62| $ 14,834,234.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,647,045.00| $ 14,798,790.62| $ 14,834,234.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -32 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 83101.20000 83101.20| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 5.000 EACH | 357.50000 1787.50| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 125.000 MOS | 73.50000 9187.50| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 1407453.40000 1407453.40| | MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 7875.00000 7875.00| | PARTNERING OVERHEAD | | | 0014 201-01015 LUMP | 79658.50000 79658.50| | CLEARING AND GRUBBING | | | 0015 201-52370 LUMP | 51057.55000 51057.55| | CLEARING RIGHT OF WAY | | | 0016 202-02240 36000.000 m2 | 10.94000 393840.00| | PAVEMENT REMOVAL | | | 0017 202-02241 325.000 m | 10.50000 3412.50| | GUARDRAIL, REMOVE | | | 0018 202-02250 5.000 EACH | 272.00000 1360.00| | TREE, 250 mm, REMOVE | | | 0019 202-02250 6.000 EACH | 6300.00000 37800.00| | TREE, 250 mm, REMOVE , TRANSPLANT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -33 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-02279 3351.800 m | 17.79000 59628.52| | CURB AND GUTTER, REMOVE | | | 0021 202-02637 20.000 m | 400.00000 8000.00| | PIPE, ABANDON AND GROUT | | | 0022 202-05545 200.000 m3 | 60.90000 12180.00| | REGULATED MATERIALS, DISPOSE, C | | | 0023 202-05550 200.000 m3 | 20.48000 4096.00| | REGULATED MATERIALS, REMOVE, C | | | 0024 202-05555 200.000 m3 | 19.95000 3990.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0025 202-08429 10000.000 L | 0.11000 1100.00| | REGULATED MATERIALS, DISPOSE, B | | | 0026 202-08430 10000.000 L | 0.26000 2600.00| | REGULATED MATERIALS, REMOVE, B | | | 0027 202-08431 10000.000 L | 0.26000 2600.00| | REGULATED MATERIALS, TRANSPORT, B | | | 0028 202-09106 3.000 EACH | 404.25000 1212.75| | TESTING FOR CONTAMINATED MATERIALS, | | | MTBE AND BTEX(WATER), 24 HOUR RETURN , | | | WATER, 24 HOUR RETURN | | | 0029 202-51328 LUMP | 188450.00000 188450.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0030 202-52710 3734.800 m2 | 8.85000 33052.98| | SIDEWALK, CONCRETE, REMOVE | | | 0031 202-93898 2.000 EACH | 310.00000 620.00| | TREE, 300 mm, REMOVE | | | 0032 203-02000 24263.400 m3 | 22.28000 540588.55| | EXCAVATION, COMMON | | | 0033 205-04931 10.000 EACH | 362.50000 3625.00| | SEDIMENT TRAP | | | 0034 205-06931 4.000 Mg | 242.50000 970.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0035 205-06933 13.000 EACH | 94.50000 1228.50| | TEMPORARY DITCH INLET PROTECTION | | | 0036 205-06937 2173.300 m | 4.10000 8910.53| | TEMPORARY SILT FENCE | | | 0037 206-51220 82.000 m3 | 723.73000 59345.86| | EXCAVATION, WET | | | 0038 206-51225 176.000 m3 | 75.32000 13256.32| | EXCAVATION, DRY | | | 0039 207-08263 62800.000 m2 | 6.04000 379312.00| | SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -34 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 207-08267 9000.000 m2 | 11.55000 103950.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0041 207-08268 5610.200 m2 | 15.38000 86284.88| | SUBGRADE TREATMENT, TYPE IV | | | 0042 210-04181 6.000 EACH | 710.05000 4260.30| | BICYCLE RACK | | | 0043 210-05835 1.000 EACH | 7035.00000 7035.00| | KIOSK | | | 0044 211-06467 93.400 m3 | 74.10000 6920.94| | AGGREGATE FOR END BENT BACKFILL | | | 0045 211-09264 12878.050 m3 | 31.46000 405143.45| | STRUCTURE BACKFILL, TYPE 1 | | | 0046 211-09265 846.000 m3 | 39.69000 33577.74| | STRUCTURE BACKFILL, TYPE 2 | | | 0047 213-09269 59.000 m3 | 75.35000 4445.65| | FLOWABLE BACKFILL, NON-REMOVABLE | | | 0048 301-07448 4100.000 Mg | 29.51000 120991.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0049 302-07455 142.000 m3 | 63.82000 9062.44| | DENSE GRADED SUBBASE | | | 0050 303-04470 53.300 kg | 48.50000 2585.05| | CRUSHED STONE, 11 | | | 0052 306-08036 10692.700 m2 | 2.46000 26304.04| | MILLING, ASPHALT, 50 mm | | | 0053 401-07334 7325.200 Mg | 78.75000 576859.50| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0054 401-07403 11821.300 Mg | 61.95000 732329.54| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0055 401-07408 1889.000 Mg | 51.45000 97189.05| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0056 401-07429 9114.000 Mg | 64.05000 583751.70| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0057 402-07432 205.200 Mg | 88.20000 18098.64| | HMA SURFACE, TYPE A | | | 0058 402-07433 810.000 Mg | 87.15000 70591.50| | HMA SURFACE, TYPE B | | | 0059 402-07435 40.500 Mg | 79.80000 3231.90| | HMA INTERMEDIATE, TYPE A | | | 0060 402-07438 1350.000 Mg | 68.25000 92137.50| | HMA INTERMEDIATE, TYPE B | | | 0061 402-07440 567.000 Mg | 67.20000 38102.40| | HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -35 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 402-07441 4320.000 Mg | 59.85000 258552.00| | HMA BASE, TYPE B | | | 0063 406-05520 101.800 Mg | 624.75000 63599.55| | ASPHALT FOR TACK COAT | | | 0064 502-06329 2.000 m2 | 438.80000 877.60| | PCCP, 300 mm | | | 0066 601-95434 53.200 m | 451.50000 24019.80| | HANDRAIL, STEEL PIPE, 37.5 mm | | | 0067 603-03829 243.500 m | 173.25000 42186.38| | FENCE , ORNAMENTAL | | | 0068 603-06060 14.800 m | 39.90000 590.52| | FENCE, FARM FIELD, RESET | | | 0069 604-04310 1428.000 m2 | 192.89000 275446.92| | CONCRETE PAVING, PATTERNED , DECORATIVE | | | PCCP CROSSWALK | | | 0070 604-06070 48.000 m2 | 33.14000 1590.72| | SIDEWALK, CONCRETE | | | 0071 604-07894 137.400 m2 | 97.55000 13403.37| | CURB RAMP, CONCRETE, A | | | 0072 604-07896 161.400 m2 | 103.25000 16664.55| | CURB RAMP, CONCRETE, B | | | 0073 604-07899 36.000 m2 | 147.50000 5310.00| | CURB RAMP, CONCRETE, E , Trail - | | | Modified | | | 0074 604-07900 36.900 m2 | 84.70000 3125.43| | CURB RAMP, CONCRETE, F | | | 0075 604-07901 36.600 m2 | 103.25000 3778.95| | CURB RAMP, CONCRETE, G | | | 0076 604-07902 285.900 m2 | 108.95000 31148.81| | CURB RAMP, CONCRETE, H | | | 0077 604-07903 9.200 m2 | 86.80000 798.56| | CURB RAMP, CONCRETE, K | | | 0078 604-44251 54.000 m3 | 1318.50000 71199.00| | STEPS, CONCRETE | | | 0079 604-90256 5818.100 m2 | 37.79000 219866.00| | SIDEWALK, CONCRETE, 150 mm | | | 0080 604-90256 3741.000 m2 | 108.50000 405898.50| | SIDEWALK, CONCRETE, 150 mm , DECORATIVE | | | 0081 605-06120 2100.900 m | 70.15000 147378.14| | CURB, CONCRETE | | | 0082 605-06120 100.000 m | 170.39000 17039.00| | CURB, CONCRETE , PLANTER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -36 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 605-06150 3924.500 m | 56.14000 220321.43| | CURB AND GUTTER, C, CONCRETE | | | 0084 605-06250 620.600 m2 | 105.25000 65318.15| | CENTER CURB, C, CONCRETE | | | 0085 605-90726 26.000 m | 93.85000 2440.10| | CURB, CONCRETE, DEPRESSED , MODIFIED | | | 0086 609-06259 617.000 m2 | 91.19000 56264.23| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0087 610-08446 5989.400 m2 | 43.97000 263353.92| | PCCP FOR APPROACHES, 150 mm | | | 0088 616-02305 29.900 m3 | 159.00000 4754.10| | GABIONS | | | 0089 616-02320 783.820 m2 | 2.13000 1669.54| | GEOTEXTILES | | | 0090 616-06405 649.000 Mg | 29.90000 19405.10| | RIPRAP, REVETMENT | | | 0091 616-06451 199.800 Mg | 30.95000 6183.81| | RIPRAP, UNIFORM | | | 0092 616-51367 250.000 m2 | 89.88000 22470.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0093 617-03658 64.000 EACH | 263.55000 16867.20| | BANNER , BRACKET, LIGHT POLE MOUNTED | | | 0094 621-01004 2.000 EACH | 404.25000 808.50| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0095 621-02770 3495.200 m2 | 1.35000 4718.52| | EROSION CONTROL BLANKET | | | 0096 621-04316 4.000 m | 1.86000 7.44| | SPADE EDGE | | | 0097 621-06554 840.000 kg | 12.27000 10306.80| | SEED MIXTURE, U | | | 0098 621-06567 288.200 kL | 1.05000 302.61| | WATER | | | 0099 621-06575 16012.000 m2 | 3.22000 51558.64| | SODDING, NURSERY | | | 0101 622-01937 354.000 EACH | 14.75000 5221.50| | PLANT , ORNAMENTAL GRASS | | | 0102 622-03672 LUMP | 8352.75000 8352.75| | TREE PROTECTION AND TRIMMING | | | 0103 622-03949 6.000 EACH | 1118.40000 6710.40| | TRASH RECEPTACLE, ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -37 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 622-05640 84.000 EACH | 46.62000 3916.08| | PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0105 622-05641 35.000 EACH | 53.18000 1861.30| | PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0106 622-05649 51.000 EACH | 283.50000 14458.50| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0107 622-05650 17.000 EACH | 382.20000 6497.40| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0108 622-05651 204.000 EACH | 471.45000 96175.80| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0109 622-05654 6950.000 EACH | 12.43000 86388.50| | PLANT, PERENNIAL | | | 0110 622-05822 LUMP | 8060.85000 8060.85| | PLANT ESTABLISHMENT PERIOD | | | 0111 628-09402 24.000 MOS | 2050.00000 49200.00| | FIELD OFFICE, B | | | 0112 701-51195 298.500 m | 158.86000 47419.71| | PILE, STEEL H, HP 310mm X 79 | | | 0113 702-51005 198.500 m3 | 524.57000 104127.15| | CONCRETE, A, SUBSTRUCTURE | | | 0114 702-51015 39.200 m3 | 438.28000 17180.58| | CONCRETE, B, FOOTINGS | | | 0115 702-90915 5.400 m3 | 750.00000 4050.00| | CONCRETE, A | | | 0116 703-01540 40.000 EACH | 10.66000 426.40| | THREADED TIE BAR ASSEMBLY | | | 0117 703-51032 83876.000 kg | 1.85000 155170.60| | REINFORCING STEEL, EPOXY COATED | | | 0118 703-97936 854.000 EACH | 13.29000 11349.66| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0119 704-51002 551.700 m3 | 502.94000 277472.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0120 704-51030 6260.000 kg | 1.70000 10642.00| | REINFORCING STEEL | | | 0121 706-06347 272.150 m | 540.75000 147165.11| | RAILING, CF-1 | | | 0122 706-06347 76.000 m | 246.75000 18753.00| | RAILING, CF-1 , ORNAMENTAL BICYCLE | | | RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -38 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 706-08505 363.000 m2 | 200.36000 72730.68| | REINFORCED CONCRETE MOMENT SLAB, 450 mm | | | 0125 707-05983 570.700 m | 528.71000 301734.80| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0126 709-51821 LUMP | 14666.00000 14666.00| | SURFACE SEAL | | | 0127 711-51070 52.000 EACH | 80.00000 4160.00| | ANCHOR PLATE, AP 1 | | | 0128 712-03812 6.000 EACH | 1613.10000 9678.60| | BENCH | | | 0129 714-01090 29.600 m | 2553.55000 75585.08| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1800 mm | | | 0130 714-04786 15.300 m | 3327.40000 50909.22| | CONCRETE BOX CULVERT, REINFORCED , 3700 | | | mm X 1350 mm | | | 0131 714-26712 32.500 m | 2582.25000 83923.13| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0132 715-01354 25.200 m | 239.25000 6029.10| | CLEAN EXISTING PIPE | | | 0133 715-01471 4.000 EACH | 608.40000 2433.60| | PIPE END SECTION, PRECAST CONCRETE, 375 | | | mm | | | 0134 715-01472 2.000 EACH | 818.10000 1636.20| | PIPE END SECTION, PRECAST CONCRETE, 450 | | | mm | | | 0135 715-05024 506.200 m | 229.67000 116258.95| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0136 715-05048 4555.100 m | 9.19000 41861.37| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0137 715-05119 4.000 m | 137.00000 548.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0138 715-05149 1028.000 m | 80.71000 82969.88| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0139 715-05151 246.900 m | 92.81000 22914.79| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0140 715-05152 605.300 m | 105.71000 63986.26| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0141 715-05153 2.100 m | 433.52000 910.39| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -39 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 715-05154 603.700 m | 153.67000 92770.58| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0143 715-05156 623.100 m | 210.62000 131237.32| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0144 715-05159 412.100 m | 299.27000 123329.17| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0145 715-05161 265.200 m | 333.49000 88441.55| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0146 715-05165 4.000 m | 1080.00000 4320.00| | PIPE, TYPE 2, CIRCULAR, 1800 mm | | | 0147 715-05169 36.500 m | 83.33000 3041.55| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0148 715-05171 35.700 m | 82.79000 2955.60| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0149 715-05331 2.000 m | 731.75000 1463.50| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0150 715-05407 76.000 m | 33.00000 2508.00| | PIPE, END BENT DRAIN, 150 mm | | | 0151 715-05920 1.000 EACH | 1297.10000 1297.10| | PIPE END SECTION, PRECAST CONCRETE, 750 | | | mm | | | 0152 715-46005 2.000 EACH | 608.40000 1216.80| | PIPE END SECTION, 375 mm | | | 0153 715-46010 2.000 EACH | 818.10000 1636.20| | PIPE END SECTION, 450 mm | | | 0154 715-91361 23.000 m | 40.00000 920.00| | PIPE, PVC, 150 mm | | | 0155 718-52610 874.500 m3 | 38.80000 33930.60| | AGGREGATE FOR UNDERDRAINS | | | 0156 718-99153 11843.100 m2 | 1.42000 16817.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0157 720-44000 46.000 EACH | 590.00000 27140.00| | CASTING, ADJUST TO GRADE | | | 0158 720-45005 3.000 EACH | 1389.05000 4167.15| | INLET, A2 | | | 0159 720-45030 10.000 EACH | 1185.05000 11850.50| | INLET, E7 | | | 0160 720-45035 2.000 EACH | 1274.55000 2549.10| | INLET, F7 | | | 0161 720-45040 2.000 EACH | 1314.55000 2629.10| | INLET, G7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -40 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 720-45080 3.000 EACH | 2442.05000 7326.15| | INLET, S14 | | | 0163 720-45410 4.000 EACH | 1904.86000 7619.44| | MANHOLE, C4 | | | 0164 720-45415 1.000 EACH | 2782.90000 2782.90| | MANHOLE, D4 | | | 0165 720-45416 1.000 EACH | 5061.55000 5061.55| | MANHOLE, E4 | | | 0166 720-45510 30.000 EACH | 2252.45000 67573.50| | MANHOLE, C4, MODIFIED | | | 0167 720-45515 44.000 EACH | 4198.04000 184713.76| | MANHOLE, D4, MODIFIED | | | 0168 720-45520 7.000 EACH | 5482.10000 38374.70| | MANHOLE, E4, MODIFIED | | | 0169 720-93411 1.000 EACH | 2175.95000 2175.95| | INLET, C15, MODIFIED | | | 0170 720-93500 2.000 EACH | 2857.40000 5714.80| | MANHOLE, A2, MODIFIED | | | 0171 720-95409 2.000 EACH | 4720.95000 9441.90| | MANHOLE, J4, MODIFIED | | | 0172 720-95422 2.000 EACH | 2524.90000 5049.80| | MANHOLE, J4 | | | 0173 720-97962 1.000 EACH | 38314.35000 38314.35| | MANHOLE, G4, MODIFIED | | | 0174 720-98174 95.000 EACH | 2063.95000 196075.25| | INLET, B15 | | | 0175 720-98555 1.000 EACH | 2125.00000 2125.00| | INLET, C15 | | | 0176 720-98869 2.000 EACH | 6535.45000 13070.90| | MANHOLE, L4, MODIFIED | | | 0177 731-05777 106.000 m2 | 540.50000 57293.00| | FACING BLOCKS, MODULAR CONCRETE GRAVITY | | | WALL | | | 0178 732-08420 37.000 m2 | 239.40000 8857.80| | MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0179 732-08421 37.000 m2 | 258.40000 9560.80| | MODULAR BLOCK WALL ERECTION | | | 0180 801-01505 44.000 EACH | 47.25000 2079.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0181 801-06207 37015.000 m | 2.58000 95498.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -41 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0182 801-06211 45.000 EACH | 89.25000 4016.25| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0183 801-06218 33.000 m | 26.25000 866.25| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0184 801-06539 LUMP | 1470.00000 1470.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , GERMAN CHURCH | | | 0185 801-06539 LUMP | 1470.00000 1470.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , HUGO | | | 0186 801-06539 LUMP | 1470.00000 1470.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , KROGER | | | 0187 801-06539 LUMP | 1470.00000 1470.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , MUESSING | | | 0188 801-06539 LUMP | 1470.00000 1470.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN , WALMART | | | 0189 801-06640 88.000 EACH | 110.25000 9702.00| | CONSTRUCTION SIGN, A | | | 0190 801-06710 540.000 DAY | 0.05000 27.00| | FLASHING ARROW SIGN | | | 0191 801-06775 LUMP | 210859.02000 210859.02| | MAINTAINING TRAFFIC | | | 0192 801-07118 50.000 m | 173.25000 8662.50| | BARRICADE, III-A | | | 0193 802-03896 12.000 EACH | 1223.25000 14679.00| | BOLLARD , ORNAMENTAL | | | 0194 802-04314 2.000 EACH | 3087.00000 6174.00| | SIGN , ENTRANCE, PANEL AND POST, | | | ORNAMENTAL | | | 0195 802-04314 6.000 EACH | 2324.70000 13948.20| | SIGN , PANEL AND POST, ORNAMENTAL | | | 0196 802-04314 26.000 EACH | 722.40000 18782.40| | SIGN , STREET, PANEL AND BRACKET, | | | ORNAMENTAL | | | 0197 802-05701 316.100 m | 37.80000 11948.58| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -42 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 802-76025 45.250 m2 | 162.75000 7364.44| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0199 802-76035 39.700 m2 | 165.90000 6586.23| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0200 802-76045 24.500 m2 | 183.75000 4501.88| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0201 802-97428 13.340 m | 369.60000 4930.46| | POST, TUBULAR | | | 0202 805-01815 12.000 EACH | 2089.50000 25074.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0203 805-01816 6.000 EACH | 1039.50000 6237.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0204 805-01842 38.000 EACH | 855.75000 32518.50| | HANDHOLE, SIGNAL | | | 0205 805-01844 1868.200 m | 40.95000 76502.79| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0206 805-02151 40.000 EACH | 479.85000 19194.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0207 805-02443 10.000 EACH | 1596.00000 15960.00| | TEMPORARY SIGNAL POLE, GUY, AND ANCHOR | | | 0208 805-02595 10.000 EACH | 128.10000 1281.00| | CONTROLLER, RESET TIMING | | | 0209 805-03708 6.000 EACH | 7812.00000 46872.00| | SIGNAL CANTILEVER STRUCTURE, , 12.2M | | | ARM, ORNAMENTAL | | | 0210 805-03708 1.000 EACH | 8761.20000 8761.20| | SIGNAL CANTILEVER STRUCTURE, , 15.0M | | | ARM, ORNAMENTAL | | | 0211 805-03708 2.000 EACH | 6855.45000 13710.90| | SIGNAL CANTILEVER STRUCTURE, , 7.6M ARM | | | ORNAMENTAL | | | 0212 805-05698 2.000 EACH | 1005.90000 2011.80| | SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0213 805-06592 1585.000 m | 40.95000 64905.75| | CONDUIT, STEEL, GALVANIZED, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -43 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0214 805-08464 5.000 EACH | 2094.75000 10473.75| | RADIO, INTERCONNECT | | | 0215 805-08466 6.000 EACH | 1562.40000 9374.40| | RADIO ANTENNA, 9db, YAGI | | | 0216 805-08493 LUMP | 1617.00000 1617.00| | RADIO SYSTEM TESTING INTERCONNECT | | | 0217 805-78109 5.000 EACH | 13524.00000 67620.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0218 805-78205 31.000 EACH | 834.75000 25877.25| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0219 805-78215 8.000 EACH | 716.10000 5728.80| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0220 805-78230 14.000 EACH | 1285.20000 17992.80| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0221 805-78415 12.000 EACH | 1554.00000 18648.00| | SPAN, CATENARY, AND TETHER | | | 0222 805-78420 12.000 EACH | 246.75000 2961.00| | DISCONNECT HANGER | | | 0223 805-78467 28.800 m | 9.03000 260.06| | SIGNAL CABLE, 3C 8GA. | | | 0224 805-78470 4631.800 m | 1.21000 5604.48| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0225 805-78480 108.800 m | 2.99000 325.31| | SIGNAL CABLE, 3C 14GA. | | | 0226 805-78485 1242.400 m | 4.67000 5802.01| | SIGNAL CABLE, 5C 14GA. | | | 0227 805-78490 1595.200 m | 5.36000 8550.27| | SIGNAL CABLE, 7C 14GA. | | | 0228 805-78510 5696.300 m | 2.52000 14354.68| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0229 805-78785 38.000 EACH | 687.75000 26134.50| | SIGNAL DETECTOR HOUSING | | | 0230 805-78795 1601.000 m | 24.62000 39416.62| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0231 805-78925 5.000 EACH | 1037.40000 5187.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0232 805-81032 12.000 EACH | 4042.50000 48510.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -44 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0233 805-86889 1470.000 m | 1.94000 2851.80| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0235 805-94295 100.000 EACH | 220.50000 22050.00| | SIGNAL HEAD, RELOCATE | | | 0236 805-98335 2200.000 m | 23.63000 51986.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0237 805-98336 1450.000 m | 23.63000 34263.50| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0238 807-01603 4.000 EACH | 4630.50000 18522.00| | SERVICE POINT, TYPE II | | | 0239 807-02191 15.000 EACH | 640.50000 9607.50| | HANDHOLE, LIGHTING | | | 0240 807-02428 101.000 EACH | 855.75000 86430.75| | LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2450 mm | | | 0241 807-03951 98.000 EACH | 3391.50000 332367.00| | LIGHT POLE, ORNAMENTAL , 5 EMH, WITH | | | LUMINAIRE | | | 0242 807-03951 3.000 EACH | 4683.00000 14049.00| | LIGHT POLE, ORNAMENTAL , 5 EMH, WITH | | | TWIN LUMINAIRE | | | 0243 807-04671 7.000 EACH | 806.40000 5644.80| | OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0244 807-86910 102.000 EACH | 30.45000 3105.90| | CONNECTOR KIT, UNFUSED | | | 0245 807-86915 102.000 EACH | 30.45000 3105.90| | CONNECTOR KIT, FUSED | | | 0246 807-86920 83.000 EACH | 10.50000 871.50| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0247 807-86925 166.000 EACH | 43.05000 7146.30| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0248 807-86930 103.000 EACH | 10.50000 1081.50| | INSULATION LINK, NONWATERPROOFED | | | 0249 807-86935 205.000 EACH | 43.05000 8825.25| | INSULATING LINK, WATERPROOFED | | | 0250 808-06701 1564.000 m | 1.31000 2048.84| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -45 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0251 808-06703 2438.900 m | 1.31000 3194.96| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0252 808-06713 1267.000 m | 2.58000 3268.86| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0253 808-06716 37000.000 m | 0.25000 9250.00| | LINE, REMOVE | | | 0254 808-75240 448.000 m | 1.31000 586.88| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0255 808-75245 3532.000 m | 1.31000 4626.92| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0256 808-75297 238.000 m | 13.65000 3248.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0257 808-75300 632.100 m | 3.68000 2326.13| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0258 808-75320 62.000 EACH | 123.90000 7681.80| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0259 808-75325 54.000 EACH | 36.75000 1984.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0260 808-75998 815.000 EACH | 14.22000 11589.30| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0261 808-92027 13.500 m | 8.40000 113.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0262 702-51863 32.000 EACH | 12.00000 384.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0263 706-09545 67.700 m3 | 63.93000 4328.06| | COARSE AGGREGATE, NO. 8 | | | 0264 306-08043 1000.000 m2 | 6.36000 6360.00| | MILLING, TRANSITION | | | 0265 621-06545 2.000 Mg | 2625.00000 5250.00| | FERTILIZER | | | 0266 621-01004 2.000 EACH | 404.25000 808.50| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0267 621-09398 100.000 kg | 39.42000 3942.00| | SEED MIXTURE, SLOPE STABILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 180 -46 TABULATION OF BIDS CALL ORDER : 180 CONTRACT ID : IR-28929-A COUNTIES : HANCOCK MARION LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0268 601-94689 4.000 EACH | 2394.00000 9576.00| | GUARDRAIL END TREATMENT, OS | | | 0269 601-02800 4.000 EACH | 1008.00000 4032.00| | GUARDRAIL TRANSITION, TGT | | | 0270 805-92504 4.000 EACH | 336.00000 1344.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0271 805-09539 30.000 EACH | 653.10000 19593.00| | LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0272 202-01300 5.000 EACH | 3278.10000 16390.50| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0273 401-07424 27373.000 Mg | 54.08000 1480331.84| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | SECTION TOTALS | $ 15,281,883.85| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,281,883.85| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ADDED TRAVEL LANES, BRIDGE REPLACEMENT, SIGNS, AND SIGNALS COMPLETION DATE : 11/18/11 LOCATION : ON US 31 FROM CR 50N TO WASHINGTON STREET PROJECT(S) : G200028 IN COLUMBUS G200028 G200028 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 23,323,575.30 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 26,486,682.24 113.5618% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -2 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 112000.00000 112000.00| 350000.00000 350000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 125.00000 500.00| 248.00000 992.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 144.000 MOS | 85.00000 12240.00| 186.00000 26784.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 105-09542 LUMP | 295000.00000 295000.00| 350000.00000 350000.00| UTILITY RELOCATION ENGINEERING | | | 0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0013 110-01001 LUMP | 1150000.00000 1150000.00| 1321088.45000 1321088.45| MOBILIZATION AND DEMOBILIZATION | | | 0014 113-01614 LUMP | 11500.00000 11500.00| 18600.00000 18600.00| PARTNERING OVERHEAD | | | 0015 201-52370 LUMP | 225000.00000 225000.00| 264217.68000 264217.68| CLEARING RIGHT OF WAY | | | 0016 202-01300 8.000 EACH | 1020.00000 8160.00| 2240.00000 17920.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-02240 28761.000 m2 | 6.40000 184070.40| 8.07000 232101.27| PAVEMENT REMOVAL | | | 0018 202-02241 886.000 m | 14.95000 13245.70| 7.51000 6653.86| GUARDRAIL, REMOVE | | | 0019 202-02271 57.000 EACH | 90.00000 5130.00| 465.00000 26505.00| HEADWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -3 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-02272 369.000 m | 16.60000 6125.40| 27.72000 10228.68| PAVED SIDE DITCH, REMOVE | | | 0021 202-02279 634.000 m | 12.00000 7608.00| 32.80000 20795.20| CURB AND GUTTER, REMOVE | | | 0022 202-03000 LUMP | 670.00000 670.00| 2000.00000 2000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 | | | 0023 202-03000 LUMP | 895.00000 895.00| 2000.00000 2000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 57 | | | 0024 202-03000 LUMP | 850.00000 850.00| 2000.00000 2000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 62 | | | 0025 202-03000 LUMP | 668.00000 668.00| 2000.00000 2000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0026 202-05545 4100.000 m3 | 65.00000 266500.00| 39.23000 160843.00| REGULATED MATERIALS, DISPOSE, C | | | 0027 202-05550 4100.000 m3 | 2.15000 8815.00| 10.07000 41287.00| REGULATED MATERIALS, REMOVE, C | | | 0028 202-05555 4100.000 m3 | 12.20000 50020.00| 19.60000 80360.00| REGULATED MATERIALS, TRANSPORT, C | | | 0029 202-51330 LUMP | 125000.00000 125000.00| 110000.00000 110000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0030 202-51330 LUMP | 59300.00000 59300.00| 51000.00000 51000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0031 202-74025 189.000 m | 10.20000 1927.80| 9.45000 1786.05| FENCE, REMOVE | | | 0032 203-02000 93195.000 m3 | 13.80000 1286091.00| 20.00000 1863900.00| EXCAVATION, COMMON | | | 0033 203-51223 2050.000 m3 | 14.05000 28802.50| 28.77000 58978.50| EXCAVATION, WATERWAY | | | 0034 204-08415 1.000 EACH | 130.00000 130.00| 3225.00000 3225.00| STAKES, SETTLEMENT | | | 0035 205-06931 28.000 Mg | 21.00000 588.00| 49.60000 1388.80| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0036 205-06933 45.000 EACH | 82.00000 3690.00| 81.00000 3645.00| TEMPORARY DITCH INLET PROTECTION | | | 0037 205-06936 10.000 Mg | 45.00000 450.00| 152.11000 1521.10| TEMPORARY SEDIMENT TRAP | | | 0038 205-06937 6300.000 m | 5.80000 36540.00| 3.81000 24003.00| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -4 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 206-51220 780.000 m3 | 17.00000 13260.00| 41.85000 32643.00| EXCAVATION, WET | | | 0040 206-51225 940.000 m3 | 15.60000 14664.00| 33.00000 31020.00| EXCAVATION, DRY | | | 0041 206-51817 366.000 m2 | 157.00000 57462.00| 225.80000 82642.80| SHEET PILING, STEEL , S 4.6, | | | DESIGNATION PMA 22 | | | 0042 206-93520 120.000 m2 | 140.00000 16800.00| 279.00000 33480.00| TEMPORARY SHEET PILING | | | 0043 207-08263 129849.000 m2 | 5.40000 701184.60| 8.73000 1133581.77| SUBGRADE TREATMENT, TYPE IA | | | 0044 207-08266 19850.000 m2 | 8.70000 172695.00| 11.66000 231451.00| SUBGRADE TREATMENT, TYPE III | | | 0045 207-08267 10689.000 m2 | 15.00000 160335.00| 19.00000 203091.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0046 210-07839 125.000 EACH | 270.00000 33750.00| 273.00000 34125.00| DETECTOR AMPLIFIER MODULE, 2 CHANNEL, | | | DELAY | | | 0047 211-02050 127.500 m3 | 25.00000 3187.50| 52.30000 6668.25| B BORROW | | | 0048 211-06467 205.000 m3 | 35.00000 7175.00| 55.00000 11275.00| AGGREGATE FOR END BENT BACKFILL | | | 0049 211-09264 24310.000 m3 | 27.50000 668525.00| 39.25000 954167.50| STRUCTURE BACKFILL, TYPE 1 | | | 0050 214-07202 315.000 m2 | 2.45000 771.75| 12.00000 3780.00| GEOGRID, I | | | 0051 301-07448 13890.000 Mg | 14.95000 207655.50| 22.00000 305580.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0052 302-07455 102.600 m3 | 40.50000 4155.30| 85.66000 8788.72| DENSE GRADED SUBBASE | | | 0053 303-60012 100.000 Mg | 13.00000 1300.00| 35.27000 3527.00| AGGREGATE, 2 | | | 0054 304-07490 59.000 Mg | 225.00000 13275.00| 132.25000 7802.75| HMA PATCHING, TYPE B | | | 0055 306-08034 21049.000 m2 | 1.60000 33678.40| 2.52000 53043.48| MILLING, ASPHALT, 38 mm | | | 0056 306-08595 7773.000 m2 | 2.80000 21764.40| 3.32000 25806.36| MILLING ASPHALT, 89 mm | | | 0057 401-06264 LUMP | 1800.00000 1800.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0058 401-07335 12967.000 Mg | 83.50000 1082744.50| 83.75000 1085986.25| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -5 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 401-07337 44.000 Mg | 100.00000 4400.00| 110.25000 4851.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0060 401-07404 20928.000 Mg | 57.00000 1192896.00| 63.50000 1328928.00| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0061 401-07405 73.000 Mg | 82.00000 5986.00| 70.54000 5149.42| QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 MM | | | 0062 401-07409 57970.000 Mg | 56.00000 3246320.00| 52.95000 3069511.50| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0063 401-07430 25951.000 Mg | 73.50000 1907398.50| 56.21000 1458705.71| QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0064 402-07433 2178.000 Mg | 85.00000 185130.00| 68.90000 150064.20| HMA SURFACE, TYPE B | | | 0065 402-07438 6495.000 Mg | 60.00000 389700.00| 56.20000 365019.00| HMA INTERMEDIATE, TYPE B | | | 0066 402-07441 96.000 Mg | 89.00000 8544.00| 75.25000 7224.00| HMA BASE, TYPE B | | | 0067 406-05520 145.800 Mg | 300.00000 43740.00| 496.00000 72316.80| ASPHALT FOR TACK COAT | | | 0068 601-01522 8.000 EACH | 1836.00000 14688.00| 1975.00000 15800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0069 601-01848 1.000 EACH | 1630.00000 1630.00| 1750.00000 1750.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0070 601-94689 7.000 EACH | 3210.00000 22470.00| 2400.00000 16800.00| GUARDRAIL END TREATMENT, OS | | | 0071 601-99105 270.510 m | 63.25000 17109.76| 58.50000 15824.84| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0072 602-06729 22.000 EACH | 15.00000 330.00| 10.00000 220.00| BARRIER DELINEATOR | | | 0073 603-06040 741.000 m | 16.75000 12411.75| 26.50000 19636.50| FENCE, FARM FIELD, 1190 mm | | | 0074 603-06045 694.000 m | 42.50000 29495.00| 33.50000 23249.00| FENCE, CHAIN LINK, 1220 mm | | | 0075 604-07894 245.000 m2 | 153.00000 37485.00| 88.50000 21682.50| CURB RAMP, CONCRETE, A | | | 0076 604-07897 5.600 m2 | 150.00000 840.00| 89.78000 502.77| CURB RAMP, CONCRETE, C | | | 0077 604-07901 25.000 m2 | 156.00000 3900.00| 92.50000 2312.50| CURB RAMP, CONCRETE, G | | | 0078 604-07902 5.000 m2 | 150.00000 750.00| 92.51000 462.55| CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -6 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 604-07903 20.400 m2 | 160.00000 3264.00| 89.76000 1831.10| CURB RAMP, CONCRETE, K | | | 0080 604-91531 13867.000 m2 | 39.25000 544279.75| 35.11000 486870.37| SIDEWALK, CONCRETE, 100 mm | | | 0081 605-06090 47.000 m | 82.00000 3854.00| 41.60000 1955.20| CURB, INTEGRAL, CONCRETE | | | 0082 605-06120 395.000 m | 85.00000 33575.00| 53.90000 21290.50| CURB, CONCRETE | | | 0083 605-06145 568.000 m | 65.00000 36920.00| 49.60000 28172.80| CURB AND GUTTER, B, CONCRETE | | | 0085 605-06255 1626.000 m2 | 80.00000 130080.00| 69.80000 113494.80| CENTER CURB, D, CONCRETE | | | 0086 605-52807 7509.000 m | 57.80000 434020.20| 46.40000 348417.60| CURB AND GUTTER, COMBINED | | | 0088 609-06259 700.000 m2 | 63.00000 44100.00| 109.90000 76930.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0089 610-07486 191.000 Mg | 150.00000 28650.00| 176.40000 33692.40| HMA FOR APPROACHES, TYPE A | | | 0090 610-08446 1580.000 m2 | 48.00000 75840.00| 38.25000 60435.00| PCCP FOR APPROACHES, 150 mm | | | 0091 610-09108 9069.000 m2 | 55.00000 498795.00| 43.50000 394501.50| PCCP FOR APPROACHES, 225 mm | | | 0092 611-06497 11.000 EACH | 122.50000 1347.50| 165.00000 1815.00| MAILBOX ASSEMBLY, SINGLE | | | 0093 611-06498 4.000 EACH | 155.00000 620.00| 210.00000 840.00| MAILBOX ASSEMBLY, DOUBLE | | | 0094 615-06490 170.000 EACH | 122.50000 20825.00| 123.00000 20910.00| RIGHT OF WAY MARKER | | | 0095 615-06505 60.000 EACH | 480.00000 28800.00| 525.00000 31500.00| MONUMENT, B | | | 0096 615-06510 12.000 EACH | 275.00000 3300.00| 500.00000 6000.00| MONUMENT, C | | | 0097 615-06515 1.000 EACH | 235.00000 235.00| 240.00000 240.00| MONUMENT, D | | | 0098 615-06530 2.000 EACH | 675.00000 1350.00| 725.00000 1450.00| BENCH MARK POST | | | 0099 616-02320 4521.000 m2 | 2.00000 9042.00| 2.63000 11890.23| GEOTEXTILES | | | 0100 616-06405 3869.000 Mg | 22.80000 88213.20| 29.25000 113168.25| RIPRAP, REVETMENT | | | 0101 621-01004 2.000 EACH | 540.00000 1080.00| 530.00000 1060.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -7 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 621-02318 7.300 kg | 173.50000 1266.55| 170.00000 1241.00| SEED MIXTURE, PRAIRIE GRASS | | | 0103 621-06545 2.900 Mg | 1415.00000 4103.50| 1390.00000 4031.00| FERTILIZER | | | 0104 621-06553 475.000 kg | 6.10000 2897.50| 5.99000 2845.25| SEED MIXTURE, R | | | 0105 621-06557 413.000 kg | 6.50000 2684.50| 6.42000 2651.46| SEED MIXTURE, T | | | 0106 621-06565 12.000 Mg | 380.00000 4560.00| 374.00000 4488.00| MULCHING MATERIAL | | | 0107 621-06567 3000.000 kL | 0.25000 750.00| 0.25000 750.00| WATER | | | 0108 621-06575 17104.000 m2 | 3.70000 63284.80| 2.92000 49943.68| SODDING, NURSERY | | | 0109 622-05639 262.000 EACH | 62.50000 16375.00| 61.00000 15982.00| PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0110 622-05649 88.000 EACH | 190.00000 16720.00| 186.50000 16412.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0111 622-52436 10.000 EACH | 62.75000 627.50| 62.00000 620.00| SIGN, DO NOT MOW OR SPRAY | | | 0112 628-09403 36.000 MOS | 2700.00000 97200.00| 2200.00000 79200.00| FIELD OFFICE, C | | | 0113 628-09407 36.000 MOS | 95.00000 3420.00| 250.00000 9000.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0114 701-06011 2.000 EACH | 2040.00000 4080.00| 5000.00000 10000.00| DYNAMIC PILE LOAD TEST | | | 0115 701-06012 2.000 EACH | 2040.00000 4080.00| 2900.00000 5800.00| TEST PILE, RESTRIKE | | | 0116 701-06027 2.000 EACH | 3360.00000 6720.00| 2700.00000 5400.00| TEST PILE | | | 0118 701-91792 138.000 EACH | 111.00000 15318.00| 112.00000 15456.00| PILE TIP, STEEL H | | | 0119 701-93633 70.400 m | 163.00000 11475.20| 82.00000 5772.80| OVERSIZED PREDRILLED PILE HOLES | | | 0121 702-51005 316.800 m3 | 580.00000 183744.00| 803.00000 254390.40| CONCRETE, A, SUBSTRUCTURE | | | 0122 702-51015 142.200 m3 | 1237.00000 175901.40| 673.00000 95700.60| CONCRETE, B, FOOTINGS | | | 0123 702-61005 LUMP | 885.00000 885.00| 2800.00000 2800.00| EXTENSION OF CAST IRON DRAIN , STR. NO. | | | 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -8 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 703-01540 228.000 EACH | 21.00000 4788.00| 23.00000 5244.00| THREADED TIE BAR ASSEMBLY | | | 0125 703-06028 34948.000 kg | 1.95000 68148.60| 1.65000 57664.20| REINFORCING BARS | | | 0126 703-06029 158416.000 kg | 1.95000 308911.20| 1.87000 296237.92| REINFORCING BARS, EPOXY COATED | | | 0127 703-97936 1376.000 EACH | 17.40000 23942.40| 25.00000 34400.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0128 704-51002 973.600 m3 | 561.00000 546189.60| 791.00000 770117.60| CONCRETE, C, SUPERSTRUCTURE | | | 0129 704-51030 1886.000 kg | 2.00000 3772.00| 2.20000 4149.20| REINFORCING STEEL | | | 0130 706-05732 8.000 EACH | 1375.00000 11000.00| 2700.00000 21600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0131 706-51020 65.600 m3 | 542.00000 35555.20| 957.00000 62779.20| CONCRETE, C, RAILING | | | 0132 707-05984 300.300 m | 430.00000 129129.00| 542.50000 162912.75| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0133 709-51821 LUMP | 16500.00000 16500.00| 16170.00000 16170.00| SURFACE SEAL , STR. NO. 1 | | | 0134 709-51821 LUMP | 6100.00000 6100.00| 5960.00000 5960.00| SURFACE SEAL , STR. NO. 2 | | | 0135 714-44240 77.500 m3 | 343.00000 26582.50| 727.00000 56342.50| CONCRETE, A, STRUCTURES | | | 0136 715-01354 26.000 m | 98.00000 2548.00| 75.45000 1961.70| CLEAN EXISTING PIPE | | | 0137 715-05024 2266.000 m | 190.00000 430540.00| 275.60000 624509.60| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0138 715-05048 8474.000 m | 8.90000 75418.60| 12.00000 101688.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0139 715-05053 90.000 m | 36.95000 3325.50| 40.00000 3600.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0140 715-05141 11.000 m | 1055.00000 11605.00| 1312.33000 14435.63| PIPE, TYPE 1, CIRCULAR, 2100 mm | | | 0141 715-05148 4.000 m | 98.00000 392.00| 174.37000 697.48| PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0142 715-05149 2481.000 m | 106.00000 262986.00| 116.79000 289755.99| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0143 715-05151 970.000 m | 114.00000 110580.00| 109.90000 106603.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0144 715-05152 949.000 m | 115.00000 109135.00| 124.67000 118311.83| PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -9 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 715-05154 2048.000 m | 142.00000 290816.00| 176.18000 360816.64| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0146 715-05156 1062.000 m | 162.50000 172575.00| 274.27000 291274.74| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0147 715-05159 451.000 m | 225.00000 101475.00| 380.57000 171637.07| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0148 715-05164 33.000 m | 520.00000 17160.00| 1171.26000 38651.58| PIPE, TYPE 2, CIRCULAR, 1650 mm | | | 0149 715-05169 21.000 m | 111.00000 2331.00| 122.37000 2569.77| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0150 715-05235 7.000 m | 450.00000 3150.00| 344.48000 2411.36| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0151 715-05260 2.000 m | 915.00000 1830.00| 3894.35000 7788.70| PIPE, TYPE 1, DEFORMED, MIN. AREA 2.55 | | | m2 | | | 0152 715-05407 107.600 m | 9.50000 1022.20| 43.47000 4677.37| PIPE, END BENT DRAIN, 150 mm | | | 0153 715-05428 20.000 m | 495.00000 9900.00| 482.28000 9645.60| PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0154 715-07150 1.000 EACH | 1320.00000 1320.00| 3000.00000 3000.00| CONCRETE ANCHOR, 2100 mm | | | 0155 715-07626 1.000 EACH | 1235.00000 1235.00| 2900.00000 2900.00| CONCRETE ANCHOR, 1650 mm | | | 0156 715-08124 1.000 EACH | 1400.00000 1400.00| 3000.00000 3000.00| CONCRETE ANCHOR, MIN. AREA 2.55 m2 | | | 0157 715-09064 2000.000 m | 4.20000 8400.00| 4.10000 8200.00| VIDEO INSPECTION FOR PIPE | | | 0158 715-46000 2.000 EACH | 310.00000 620.00| 630.00000 1260.00| PIPE END SECTION, 300 mm | | | 0159 715-46005 4.000 EACH | 375.00000 1500.00| 650.00000 2600.00| PIPE END SECTION, 375 mm | | | 0160 715-46040 2.000 EACH | 1080.00000 2160.00| 1200.00000 2400.00| PIPE END SECTION, 900 mm | | | 0161 715-97607 1.000 EACH | 515.00000 515.00| 950.00000 950.00| PIPE END SECTION, MIN. AREA .42 m2 | | | 0162 718-06528 7.000 EACH | 615.00000 4305.00| 850.00000 5950.00| OUTLET PROTECTOR, 1 | | | 0163 718-06532 1000.000 m | 2.80000 2800.00| 3.44000 3440.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0164 718-52610 1720.000 m3 | 30.40000 52288.00| 32.50000 55900.00| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -10 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 718-99153 25330.000 m2 | 1.25000 31662.50| 0.90000 22797.00| GEOTEXTILES FOR UNDERDRAIN | | | 0166 720-44000 51.000 EACH | 440.00000 22440.00| 480.00000 24480.00| CASTING, ADJUST TO GRADE | | | 0167 720-44025 6.000 EACH | 640.00000 3840.00| 480.00000 2880.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0168 720-44080 1.000 EACH | 1182.50000 1182.50| 1140.00000 1140.00| CASTING, 15, FURNISH AND ADJUST TO GRAD | | | 0169 720-45030 12.000 EACH | 1175.00000 14100.00| 1466.00000 17592.00| INLET, E7 | | | 0170 720-45035 1.000 EACH | 1448.45000 1448.45| 1466.00000 1466.00| INLET, F7 | | | 0171 720-45045 6.000 EACH | 1445.00000 8670.00| 1880.00000 11280.00| INLET, J10 | | | 0172 720-45055 5.000 EACH | 1455.00000 7275.00| 2415.00000 12075.00| INLET, M10 | | | 0173 720-45065 2.000 EACH | 2395.00000 4790.00| 2625.00000 5250.00| INLET, N12 | | | 0174 720-45265 3.000 EACH | 1285.00000 3855.00| 715.00000 2145.00| PIPE CATCH BASIN, 375 mm | | | 0175 720-45270 8.000 EACH | 1350.00000 10800.00| 725.00000 5800.00| PIPE CATCH BASIN, 450 mm | | | 0176 720-45410 84.000 EACH | 2140.00000 179760.00| 2150.00000 180600.00| MANHOLE, C4 | | | 0177 720-45415 93.000 EACH | 2750.00000 255750.00| 3325.00000 309225.00| MANHOLE, D4 | | | 0178 720-45430 1.000 EACH | 17300.00000 17300.00| 20340.00000 20340.00| MANHOLE, G4 | | | 0179 720-45605 6.000 m | 1845.00000 11070.00| 780.84000 4685.04| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0180 720-96995 7.000 EACH | 275.00000 1925.00| 550.00000 3850.00| CLEAN INLET | | | 0181 720-97218 1.000 EACH | 2530.00000 2530.00| 3000.00000 3000.00| MANHOLE, D7 | | | 0182 720-98174 127.000 EACH | 1855.00000 235585.00| 2160.00000 274320.00| INLET, B15 | | | 0183 720-98555 127.000 EACH | 1770.00000 224790.00| 2160.00000 274320.00| INLET, C15 | | | 0184 720-99349 1.000 EACH | 1772.50000 1772.50| 2200.00000 2200.00| INLET, B16 | | | 0185 720-99350 5.000 EACH | 1780.00000 8900.00| 2200.00000 11000.00| INLET, C16 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -11 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0186 721-43035 1.000 EACH | 2865.00000 2865.00| 4300.00000 4300.00| AUTOMATIC DRAINAGE GATE, 900 mm | | | 0187 801-01504 40.000 EACH | 50.00000 2000.00| 49.00000 1960.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0190 801-06203 63005.000 m | 0.38000 23941.90| 0.36000 22681.80| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0191 801-06640 90.000 EACH | 433.00000 38970.00| 425.00000 38250.00| CONSTRUCTION SIGN, A | | | 0192 801-06645 41.000 EACH | 80.50000 3300.50| 79.00000 3239.00| CONSTRUCTION SIGN, B | | | 0193 801-06710 3300.000 DAY | 3.80000 12540.00| 3.72000 12276.00| FLASHING ARROW SIGN | | | 0194 801-06775 LUMP | 342000.00000 342000.00| 661000.00000 661000.00| MAINTAINING TRAFFIC | | | 0195 801-07024 4.000 EACH | 5300.00000 21200.00| 6150.00000 24600.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0196 801-07119 71.000 m | 66.50000 4721.50| 65.00000 4615.00| BARRICADE, III-B | | | 0197 801-07612 320.000 m | 7.60000 2432.00| 7.45000 2384.00| TEMPORARY PAVEMENT MARKING, 600 mm | | | 0198 801-08507 790.000 m | 33.50000 26465.00| 124.67000 98489.30| TEMPORARY TRAFFIC BARRIER, TYPE 1, | | | ANCHORED | | | 0199 801-09133 2.000 EACH | 18100.00000 36200.00| 17756.00000 35512.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0200 801-94295 203.000 EACH | 91.00000 18473.00| 163.00000 33089.00| SIGNAL HEAD, RELOCATE | | | 0201 802-04893 4.000 EACH | 71.50000 286.00| 143.00000 572.00| REFERENCE POST | | | 0202 802-05701 419.400 m | 28.50000 11952.90| 49.86000 20911.28| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0203 802-76025 23.810 m2 | 102.50000 2440.53| 184.06000 4382.47| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0204 802-76035 142.220 m2 | 112.00000 15928.64| 190.52000 27095.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0205 802-76045 37.980 m2 | 174.00000 6608.52| 207.74000 7889.97| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -12 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0206 802-76055 26.400 m | 18.50000 488.40| 36.08000 952.51| SIGN POST, A | | | 0207 802-97812 16.000 EACH | 66.50000 1064.00| 260.00000 4160.00| STREET NAME IDENTIFICATION SIGN | | | 0208 805-01815 28.000 EACH | 1885.00000 52780.00| 1860.00000 52080.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0209 805-01842 50.000 EACH | 815.00000 40750.00| 1030.00000 51500.00| HANDHOLE, SIGNAL | | | 0210 805-02087 LUMP | 1020.00000 1020.00| 1840.00000 1840.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0211 805-02152 36.000 EACH | 570.00000 20520.00| 600.00000 21600.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0212 805-06592 2353.000 m | 35.70000 84002.10| 52.82000 124285.46| CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0213 805-08464 7.000 EACH | 3575.00000 25025.00| 2410.00000 16870.00| RADIO, INTERCONNECT | | | 0214 805-78106 1.000 EACH | 15800.00000 15800.00| 14300.00000 14300.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0215 805-78109 6.000 EACH | 12245.00000 73470.00| 10700.00000 64200.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0216 805-78205 58.000 EACH | 650.00000 37700.00| 640.00000 37120.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0217 805-78215 24.000 EACH | 548.25000 13158.00| 620.00000 14880.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0218 805-78230 6.000 EACH | 1140.00000 6840.00| 990.00000 5940.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0219 805-78370 36.000 EACH | 95.00000 3420.00| 195.00000 7020.00| PEDESTRIAN PUSH BUTTON | | | 0220 805-78415 31.000 EACH | 1938.00000 60078.00| 1740.00000 53940.00| SPAN, CATENARY, AND TETHER | | | 0221 805-78420 31.000 EACH | 205.00000 6355.00| 269.00000 8339.00| DISCONNECT HANGER | | | 0222 805-78445 8.000 EACH | 714.30000 5714.40| 540.00000 4320.00| SIGNAL SERVICE | | | 0223 805-78467 152.000 m | 6.10000 927.20| 9.15000 1390.80| SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -13 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0224 805-78470 27113.000 m | 0.55000 14912.15| 0.55000 14912.15| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0225 805-78480 1548.000 m | 2.55000 3947.40| 5.80000 8978.40| SIGNAL CABLE, 3C 14GA. | | | 0226 805-78485 1962.000 m | 3.90000 7651.80| 7.48000 14675.76| SIGNAL CABLE, 5C 14GA. | | | 0227 805-78490 1913.000 m | 4.35000 8321.55| 8.07000 15437.91| SIGNAL CABLE, 7C 14GA. | | | 0228 805-78510 15310.000 m | 2.55000 39040.50| 4.85000 74253.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0229 805-78785 107.000 EACH | 699.00000 74793.00| 810.00000 86670.00| SIGNAL DETECTOR HOUSING | | | 0230 805-78795 7485.000 m | 21.90000 163921.50| 19.68000 147304.80| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0231 805-78925 7.000 EACH | 715.00000 5005.00| 1270.00000 8890.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0232 805-81060 28.000 EACH | 5355.00000 149940.00| 4600.00000 128800.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0233 808-01045 75.000 m | 5.00000 375.00| 4.92000 369.00| LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0234 808-03178 2.000 EACH | 252.00000 504.00| 247.00000 494.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0235 808-05929 1820.000 m | 4.50000 8190.00| 4.42000 8044.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0236 808-06701 5030.000 m | 1.10000 5533.00| 1.08000 5432.40| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0237 808-06703 3159.000 m | 1.10000 3474.90| 1.08000 3411.72| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0238 808-06705 1310.000 m | 2.20000 2882.00| 2.16000 2829.60| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0239 808-06716 32350.000 m | 0.75000 24262.50| 0.75000 24262.50| LINE, REMOVE | | | 0240 808-06800 76.000 m | 33.65000 2557.40| 32.97000 2505.72| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0241 808-75051 75.000 m | 6.80000 510.00| 6.72000 504.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -14 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0242 808-75054 300.000 m | 6.85000 2055.00| 6.72000 2016.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0243 808-75059 380.000 m | 6.85000 2603.00| 6.72000 2553.60| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0244 808-75240 1050.000 m | 1.10000 1155.00| 1.08000 1134.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0245 808-75245 13174.000 m | 1.10000 14491.40| 1.08000 14227.92| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0246 808-75290 310.000 m | 13.50000 4185.00| 13.25000 4107.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0247 808-75297 675.000 m | 13.60000 9180.00| 13.25000 8943.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0248 808-75320 253.000 EACH | 74.50000 18848.50| 73.00000 18469.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0249 808-75325 125.000 EACH | 105.00000 13125.00| 104.00000 13000.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0250 808-92027 315.000 m | 4.50000 1417.50| 4.42000 1392.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0251 808-97027 225.000 m | 13.75000 3093.75| 13.48000 3033.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 200 mm | | | 0252 808-98796 92.000 m | 5.00000 460.00| 4.92000 452.64| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0253 707-05986 1094.000 m | 532.00000 582008.00| 662.59000 724873.46| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1220 mm | | | 0254 701-51195 1671.000 m | 125.00000 208875.00| 174.70000 291923.70| PILE, STEEL H, HP 310mm X 79 | | | 0255 701-95780 407.000 m | 159.00000 64713.00| 253.00000 102971.00| PILE, STEEL H, HP 310mm X 110 | | | 0256 605-06240 1529.000 m2 | 63.75000 97473.75| 66.00000 100914.00| CENTER CURB, A, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 200 -15 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : IR-30595-A COUNTIES : BARTHOLOMEW LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1487672 |( ) |MILESTONE CONTRACTORS LP |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0257 202-92222 4.000 EACH | 505.00000 2020.00| 2000.00000 8000.00| TESTING FOR CONTAMINATED MATERIALS, TPH | | | (SOIL), 24 HOUR RETURN | | | SECTION TOTALS | $ 23,323,575.30| $ 26,486,682.24| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,323,575.30| $ 26,486,682.24| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 210 -1 VENDOR RANKING CALL ORDER : 210 CONTRACT ID : IR-31475-A COUNTIES : STEUBEN LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ROADSIDE MAINTENANCE COMPLETION DATE : 05/22/09 LOCATION : ON US 20 AT I-69 PROJECT(S) : 9999211 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1267175 FLEMING EXCAVATING INC $ 26,092.54 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 27,745.34 106.3344% 3 62-1492793 API CONSTRUCTION CORP $ 27,804.54 106.5613% 4 35-2103617 BRYAN`S HAULING & EXCAVATING $ 30,464.00 116.7537% 5 35-1139301 E & B PAVING INC $ 32,075.00 122.9279% 6 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 33,139.00 127.0056% 7 35-1374866 PRIMCO INC $ 38,565.90 147.8043% 8 35-1817530 PIONEER ASSOCIATES INC $ 48,321.75 185.1937% 9 35-1636776 LINKEL COMPANY $ 95,139.00 364.6215% 35-2040341 MOONROCK INC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 210 -2 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : IR-31475-A COUNTIES : STEUBEN LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1267175 |( 2 ) 35-2070195 |( 3 ) 62-1492793 |FLEMING EXCAVATING INC |ALPHA EXCAVATING & LANDSCAPI |API CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CLEARING OF RIGHT OF WAY | | | 0001 105-06845 LUMP | 800.00000 800.00| 900.00000 900.00| 1900.00000 1900.00 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 110-01001 LUMP | 3080.00000 3080.00| 1400.00000 1400.00| 1390.00000 1390.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 9440.00000 9440.00| 14000.00000 14000.00| 12515.00000 12515.00 CLEARING RIGHT OF WAY | | | 0006 203-02070 200.000 CYS | 18.80000 3760.00| 22.50000 4500.00| 25.50000 5100.00 BORROW | | | 0007 205-06932 45.000 LFT | 13.00000 585.00| 1.00000 45.00| 6.00000 270.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 355.000 LFT | 3.00000 1065.00| 3.00000 1065.00| 1.50000 532.50 TEMPORARY SILT FENCE | | | 0009 621-01004 1.000 EACH | 725.00000 725.00| 775.00000 775.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-06560 2506.000 SYS | 0.84000 2105.04| 0.89000 2230.34| 0.84000 2105.04 MULCHED SEEDING, U | | | 0011 628-09408 3.000 MOS | 575.00000 1725.00| 295.00000 885.00| 200.00000 600.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 | | | 0012 628-09409 3.000 MOS | 230.00000 690.00| 75.00000 225.00| 55.00000 165.00 MOBILE INTERNET SERVICE , 1 | | | 0013 801-03290 2.000 EACH | 224.25000 448.50| 168.00000 336.00| 195.00000 390.00 CONSTRUCTION SIGN, C | | | 0014 801-06640 4.000 EACH | 166.75000 667.00| 158.00000 632.00| 150.00000 600.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 1000.00000 1000.00| 750.00000 750.00| 1885.00000 1885.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 26,092.54| $ 27,745.34| $ 27,804.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 26,092.54| $ 27,745.34| $ 27,804.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 210 -3 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : IR-31475-A COUNTIES : STEUBEN LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-2103617 |( 5 ) 35-1139301 |( 6 ) 35-1065659 |BRYAN`S HAULING & EXCAVATING |E & B PAVING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CLEARING OF RIGHT OF WAY | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 800.00000 800.00| 1000.00000 1000.00 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 110-01001 LUMP | 3000.00000 3000.00| 1600.00000 1600.00| 1650.00000 1650.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 18000.00000 18000.00| 15000.00000 15000.00| 14900.00000 14900.00 CLEARING RIGHT OF WAY | | | 0006 203-02070 200.000 CYS | 10.00000 2000.00| 15.00000 3000.00| 2.00000 400.00 BORROW | | | 0007 205-06932 45.000 LFT | 5.00000 225.00| 10.00000 450.00| 22.75000 1023.75 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 355.000 LFT | 1.00000 355.00| 4.00000 1420.00| 2.85000 1011.75 TEMPORARY SILT FENCE | | | 0009 621-01004 1.000 EACH | 150.00000 150.00| 1.00000 1.00| 725.00000 725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-06560 2506.000 SYS | 1.00000 2506.00| 1.00000 2506.00| 0.84000 2105.04 MULCHED SEEDING, U | | | 0011 628-09408 3.000 MOS | 150.00000 450.00| 1.00000 3.00| 300.00000 900.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 | | | 0012 628-09409 3.000 MOS | 100.00000 300.00| 1.00000 3.00| 60.00000 180.00 MOBILE INTERNET SERVICE , 1 | | | 0013 801-03290 2.000 EACH | 270.00000 540.00| 195.00000 390.00| 105.00000 210.00 CONSTRUCTION SIGN, C | | | 0014 801-06640 4.000 EACH | 234.00000 936.00| 150.00000 600.00| 150.00000 600.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 1000.00000 1000.00| 6300.00000 6300.00| 8431.46000 8431.46 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 30,464.00| $ 32,075.00| $ 33,139.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 30,464.00| $ 32,075.00| $ 33,139.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 210 -4 TABULATION OF BIDS CALL ORDER : 210 CONTRACT ID : IR-31475-A COUNTIES : STEUBEN LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1374866 |( 8 ) 35-1817530 |( 9 ) 35-1636776 |PRIMCO INC |PIONEER ASSOCIATES INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CLEARING OF RIGHT OF WAY | | | 0001 105-06845 LUMP | 3903.75000 3903.75| 1000.00000 1000.00| 15000.00000 15000.00 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 110-01001 LUMP | 2178.00000 2178.00| 5400.00000 5400.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 17354.66000 17354.66| 26000.00000 26000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0006 203-02070 200.000 CYS | 1.00000 200.00| 35.00000 7000.00| 25.00000 5000.00 BORROW | | | 0007 205-06932 45.000 LFT | 12.00000 540.00| 30.00000 1350.00| 20.00000 900.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 355.000 LFT | 6.00000 2130.00| 3.25000 1153.75| 5.00000 1775.00 TEMPORARY SILT FENCE | | | 0009 621-01004 1.000 EACH | 1928.29000 1928.29| 830.00000 830.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0010 621-06560 2506.000 SYS | 0.90000 2255.40| 1.00000 2506.00| 2.00000 5012.00 MULCHED SEEDING, U | | | 0011 628-09408 3.000 MOS | 719.20000 2157.60| 200.00000 600.00| 300.00000 900.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 | | | 0012 628-09409 3.000 MOS | 255.00000 765.00| 200.00000 600.00| 150.00000 450.00 MOBILE INTERNET SERVICE , 1 | | | 0013 801-03290 2.000 EACH | 250.00000 500.00| 225.00000 450.00| 100.00000 200.00 CONSTRUCTION SIGN, C | | | 0014 801-06640 4.000 EACH | 195.00000 780.00| 170.00000 680.00| 100.00000 400.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 3871.20000 3871.20| 750.00000 750.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 38,565.90| $ 48,321.75| $ 95,139.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 38,565.90| $ 48,321.75| $ 95,139.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 11/01/09 LOCATION : ON SR 121 2.22 MILES EAST OF SR 227 PROJECT(S) : 4489003 4489004 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 780,110.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 860,657.00 110.3251% 3 35-1385672 FORCE CONSTRUCTION CO INC $ 897,023.35 114.9868% 4 35-1461789 POINDEXTER EXCAVATING $ 898,083.05 115.1226% 5 90-0177865 HIS CONSTRUCTORS LLC $ 930,906.73 119.3302% 6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 978,335.10 125.4099% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 984,772.24 126.2350% 8 35-1609544 SCHUTT-LOOKABILL CO $ 1,030,406.57 132.0848% 9 35-1636776 LINKEL COMPANY $ 1,160,279.00 148.7327% 34-1556319 JUTTE EXCAVATING INC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -2 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1385672 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |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 | 8500.00000 8500.00| 4800.00000 4800.00| 9800.00000 9800.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 150.00000 300.00| 235.00000 470.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 90.00000 2160.00| 150.00000 3600.00| 125.00000 3000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 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 | 38000.00000 38000.00| 42000.00000 42000.00| 44850.00000 44850.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 11700.00000 11700.00| 6599.23000 6599.23| 13439.89000 13439.89 CLEARING RIGHT OF WAY | | | 0013 202-02240 188.000 SYS | 14.00000 2632.00| 15.00000 2820.00| 18.96000 3564.48 PAVEMENT REMOVAL | | | 0014 202-02241 390.000 LFT | 8.50000 3315.00| 8.00000 3120.00| 8.00000 3120.00 GUARDRAIL, REMOVE | | | 0015 202-02250 1.000 EACH | 540.00000 540.00| 300.00000 300.00| 507.78000 507.78 TREE, 10 IN., REMOVE | | | 0016 202-02265 1.000 EACH | 1600.00000 1600.00| 1000.00000 1000.00| 1631.94000 1631.94 TREE, 48 IN., REMOVE | | | 0017 202-51330 LUMP | 12500.00000 12500.00| 14000.00000 14000.00| 28836.00000 28836.00 PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | 0018 202-51330 LUMP | 12500.00000 12500.00| 14000.00000 14000.00| 28155.00000 28155.00 PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0019 202-91010 3.000 EACH | 540.00000 1620.00| 900.00000 2700.00| 513.86000 1541.58 TREE, 24 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -3 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1385672 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-93898 3.000 EACH | 540.00000 1620.00| 550.00000 1650.00| 345.04000 1035.12 TREE, 12 IN., REMOVE | | | 0021 202-96133 208.000 LFT | 10.00000 2080.00| 13.00000 2704.00| 23.47000 4881.76 PIPE, REMOVE | | | 0022 203-02000 1610.000 CYS | 15.00000 24150.00| 25.00000 40250.00| 17.53000 28223.30 EXCAVATION, COMMON | | | 0023 203-02070 100.000 CYS | 12.00000 1200.00| 17.00000 1700.00| 25.64000 2564.00 BORROW | | | 0024 203-51223 120.000 CYS | 13.00000 1560.00| 14.00000 1680.00| 28.18000 3381.60 EXCAVATION, WATERWAY | | | 0025 205-06932 184.000 LFT | 11.25000 2070.00| 10.68000 1965.12| 10.68000 1965.12 TEMPORARY CHECK DAM, STRAW BALES | | | 0026 205-06937 160.000 LFT | 3.50000 560.00| 3.36000 537.60| 3.36000 537.60 TEMPORARY SILT FENCE | | | 0027 207-08263 380.000 SYS | 39.00000 14820.00| 15.00000 5700.00| 11.93000 4533.40 SUBGRADE TREATMENT, TYPE IA | | | 0028 210-06369 84.000 LFT | 4.00000 336.00| 5.00000 420.00| 4.81000 404.04 SAW CUT | | | 0029 211-09264 1090.000 CYS | 17.00000 18530.00| 24.00000 26160.00| 27.52000 29996.80 STRUCTURE BACKFILL, TYPE 1 | | | 0030 303-01180 1010.000 TON | 20.00000 20200.00| 23.00000 23230.00| 21.99000 22209.90 COMPACTED AGGREGATE, NO. 53 | | | 0031 303-60012 750.000 TON | 17.00000 12750.00| 18.00000 13500.00| 18.67000 14002.50 AGGREGATE, 2 | | | 0032 304-07493 630.000 TON | 99.00000 62370.00| 95.00000 59850.00| 99.00000 62370.00 WIDENING WITH HMA, TYPE B | | | 0033 306-08042 1430.000 SYS | 3.00000 4290.00| 3.31000 4733.30| 1.90000 2717.00 MILLING, SCARIFICATION/PROFILE | | | 0034 306-08043 860.000 SYS | 3.00000 2580.00| 3.31000 2846.60| 1.94000 1668.40 MILLING, TRANSITION | | | 0035 306-08432 770.000 SYS | 3.00000 2310.00| 3.31000 2548.70| 0.50000 385.00 MILLING, APPROACH | | | 0036 402-07433 265.000 TON | 99.00000 26235.00| 105.00000 27825.00| 99.00000 26235.00 HMA SURFACE, TYPE B | | | 0037 406-05520 1.250 TON | 800.00000 1000.00| 400.00000 500.00| 800.00000 1000.00 ASPHALT FOR TACK COAT | | | 0038 601-01700 1.000 EACH | 1945.00000 1945.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0039 601-01846 2.000 EACH | 1725.00000 3450.00| 1600.00000 3200.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -4 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1385672 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-06854 2.000 EACH | 2925.00000 5850.00| 2700.00000 5400.00| 2700.00000 5400.00 GUARDRAIL, W-BEAM, NESTED | | | 0041 601-94689 5.000 EACH | 2620.00000 13100.00| 2420.00000 12100.00| 2420.00000 12100.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 443.750 LFT | 16.00000 7100.00| 15.00000 6656.25| 15.00000 6656.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 610-07487 545.000 TON | 129.00000 70305.00| 95.00000 51775.00| 129.00000 70305.00 HMA FOR APPROACHES, TYPE B | | | 0044 611-06497 4.000 EACH | 210.00000 840.00| 195.00000 780.00| 195.00000 780.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 32.000 EACH | 133.00000 4256.00| 124.00000 3968.00| 124.00000 3968.00 RIGHT OF WAY MARKER | | | 0046 616-02320 1375.000 SYS | 2.40000 3300.00| 3.00000 4125.00| 2.10000 2887.50 GEOTEXTILES | | | 0047 616-05688 310.000 TON | 35.00000 10850.00| 27.00000 8370.00| 39.28000 12176.80 RIPRAP, CLASS 1 | | | 0048 616-05689 255.000 TON | 35.00000 8925.00| 27.00000 6885.00| 36.72000 9363.60 RIPRAP, CLASS 2 | | | 0049 621-01004 4.000 EACH | 825.00000 3300.00| 770.00000 3080.00| 770.00000 3080.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06559 6000.000 SYS | 0.40000 2400.00| 0.39000 2340.00| 0.39000 2340.00 MULCHED SEEDING, R | | | 0051 621-06570 1500.000 CYS | 10.00000 15000.00| 30.00000 45000.00| 18.77000 28155.00 TOP SOIL | | | 0052 621-06574 3000.000 SYS | 3.15000 9450.00| 2.94000 8820.00| 2.94000 8820.00 SODDING | | | 0053 628-09402 12.000 MOS | 1800.00000 21600.00| 2800.00000 33600.00| 1788.12000 21457.44 FIELD OFFICE, B | | | 0054 714-06677 145.000 LFT | 1420.00000 205900.00| 1400.00000 203000.00| 1610.33000 233497.85 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 18' X 6' | | | 0055 714-08514 966.200 SFT | 60.00000 57972.00| 100.00000 96620.00| 80.15000 77440.93 WINGWALL | | | 0056 715-05168 20.000 LFT | 55.00000 1100.00| 38.00000 760.00| 54.03000 1080.60 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0057 715-05169 100.000 LFT | 44.00000 4400.00| 40.00000 4000.00| 39.95000 3995.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0058 715-08305 154.000 TON | 94.00000 14476.00| 120.00000 18480.00| 94.00000 14476.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0059 715-46005 4.000 EACH | 340.00000 1360.00| 450.00000 1800.00| 244.77000 979.08 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -5 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1385672 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-03290 2.000 EACH | 260.00000 520.00| 240.00000 480.00| 240.00000 480.00 CONSTRUCTION SIGN, C | | | 0061 801-04308 4.000 EACH | 155.00000 620.00| 145.00000 580.00| 145.00000 580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06625 53.000 EACH | 64.00000 3392.00| 59.00000 3127.00| 59.00000 3127.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 24.000 EACH | 150.00000 3600.00| 140.00000 3360.00| 140.00000 3360.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP | 3144.30000 3144.30| 9300.00000 9300.00| 10938.89000 10938.89 MAINTAINING TRAFFIC | | | 0065 801-07118 216.000 LFT | 5.35000 1155.60| 5.00000 1080.00| 5.00000 1080.00 BARRICADE, III-A | | | 0066 801-07119 48.000 LFT | 16.00000 768.00| 15.00000 720.00| 15.00000 720.00 BARRICADE, III-B | | | 0067 804-06725 22.000 EACH | 24.50000 539.00| 53.00000 1166.00| 23.00000 506.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0068 808-06713 2026.000 LFT | 0.75000 1519.50| 0.70000 1418.20| 0.70000 1418.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0069 808-06714 5280.000 LFT | 0.42000 2217.60| 0.40000 2112.00| 0.40000 2112.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0070 808-75996 28.000 EACH | 21.00000 588.00| 20.00000 560.00| 41.00000 1148.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 28.000 EACH | 44.00000 1232.00| 41.00000 1148.00| 20.00000 560.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 780,110.00| $ 860,657.00| $ 897,023.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 780,110.00| $ 860,657.00| $ 897,023.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -6 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 90-0177865 |( 6 ) 31-1323837 |POINDEXTER EXCAVATING |HIS CONSTRUCTORS LLC |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 | 8600.00000 8600.00| 4962.28000 4962.28| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 400.00000 800.00| 160.30000 320.60| 240.00000 480.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 50.00000 1200.00| 115.41000 2769.84| 130.00000 3120.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 40000.00000 40000.00| 45000.00000 45000.00| 26300.00000 26300.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 22000.00000 22000.00| 13500.00000 13500.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0013 202-02240 188.000 SYS | 30.00000 5640.00| 24.95000 4690.60| 12.00000 2256.00 PAVEMENT REMOVAL | | | 0014 202-02241 390.000 LFT | 10.00000 3900.00| 8.27000 3225.30| 2.00000 780.00 GUARDRAIL, REMOVE | | | 0015 202-02250 1.000 EACH | 1000.00000 1000.00| 284.30000 284.30| 300.00000 300.00 TREE, 10 IN., REMOVE | | | 0016 202-02265 1.000 EACH | 2480.00000 2480.00| 1240.57000 1240.57| 1800.00000 1800.00 TREE, 48 IN., REMOVE | | | 0017 202-51330 LUMP | 7200.00000 7200.00| 12219.78000 12219.78| 8100.00000 8100.00 PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | 0018 202-51330 LUMP | 7200.00000 7200.00| 10313.76000 10313.76| 8100.00000 8100.00 PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0019 202-91010 3.000 EACH | 1550.00000 4650.00| 878.74000 2636.22| 1100.00000 3300.00 TREE, 24 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -7 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 90-0177865 |( 6 ) 31-1323837 |POINDEXTER EXCAVATING |HIS CONSTRUCTORS LLC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-93898 3.000 EACH | 1100.00000 3300.00| 310.14000 930.42| 450.00000 1350.00 TREE, 12 IN., REMOVE | | | 0021 202-96133 208.000 LFT | 10.00000 2080.00| 16.45000 3421.60| 13.00000 2704.00 PIPE, REMOVE | | | 0022 203-02000 1610.000 CYS | 29.00000 46690.00| 22.00000 35420.00| 25.00000 40250.00 EXCAVATION, COMMON | | | 0023 203-02070 100.000 CYS | 35.00000 3500.00| 22.00000 2200.00| 1.00000 100.00 BORROW | | | 0024 203-51223 120.000 CYS | 90.00000 10800.00| 32.00000 3840.00| 26.00000 3120.00 EXCAVATION, WATERWAY | | | 0025 205-06932 184.000 LFT | 11.50000 2116.00| 11.04000 2031.36| 13.00000 2392.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0026 205-06937 160.000 LFT | 4.00000 640.00| 3.47000 555.20| 1.50000 240.00 TEMPORARY SILT FENCE | | | 0027 207-08263 380.000 SYS | 25.00000 9500.00| 19.94000 7577.20| 18.00000 6840.00 SUBGRADE TREATMENT, TYPE IA | | | 0028 210-06369 84.000 LFT | 25.00000 2100.00| 5.17000 434.28| 7.00000 588.00 SAW CUT | | | 0029 211-09264 1090.000 CYS | 18.00000 19620.00| 53.00000 57770.00| 34.00000 37060.00 STRUCTURE BACKFILL, TYPE 1 | | | 0030 303-01180 1010.000 TON | 22.00000 22220.00| 23.00000 23230.00| 21.00000 21210.00 COMPACTED AGGREGATE, NO. 53 | | | 0031 303-60012 750.000 TON | 25.00000 18750.00| 25.00000 18750.00| 27.00000 20250.00 AGGREGATE, 2 | | | 0032 304-07493 630.000 TON | 134.00000 84420.00| 102.35000 64480.50| 132.00000 83160.00 WIDENING WITH HMA, TYPE B | | | 0033 306-08042 1430.000 SYS | 1.60000 2288.00| 5.30000 7579.00| 5.00000 7150.00 MILLING, SCARIFICATION/PROFILE | | | 0034 306-08043 860.000 SYS | 1.60000 1376.00| 4.67000 4016.20| 5.00000 4300.00 MILLING, TRANSITION | | | 0035 306-08432 770.000 SYS | 1.10000 847.00| 3.49000 2687.30| 2.00000 1540.00 MILLING, APPROACH | | | 0036 402-07433 265.000 TON | 105.00000 27825.00| 102.35000 27122.75| 132.00000 34980.00 HMA SURFACE, TYPE B | | | 0037 406-05520 1.250 TON | 850.00000 1062.50| 827.05000 1033.81| 1000.00000 1250.00 ASPHALT FOR TACK COAT | | | 0038 601-01700 1.000 EACH | 1910.00000 1910.00| 1860.85000 1860.85| 2100.00000 2100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0039 601-01846 2.000 EACH | 1700.00000 3400.00| 1654.09000 3308.18| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -8 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 90-0177865 |( 6 ) 31-1323837 |POINDEXTER EXCAVATING |HIS CONSTRUCTORS LLC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-06854 2.000 EACH | 2862.00000 5724.00| 2791.28000 5582.56| 3200.00000 6400.00 GUARDRAIL, W-BEAM, NESTED | | | 0041 601-94689 5.000 EACH | 2565.00000 12825.00| 2501.81000 12509.05| 2930.00000 14650.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 443.750 LFT | 16.00000 7100.00| 15.51000 6882.56| 18.00000 7987.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 610-07487 545.000 TON | 136.75000 74528.75| 133.36000 72681.20| 170.00000 92650.00 HMA FOR APPROACHES, TYPE B | | | 0044 611-06497 4.000 EACH | 207.00000 828.00| 201.59000 806.36| 236.00000 944.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 32.000 EACH | 131.45000 4206.40| 128.19000 4102.08| 150.00000 4800.00 RIGHT OF WAY MARKER | | | 0046 616-02320 1375.000 SYS | 2.00000 2750.00| 2.88000 3960.00| 4.00000 5500.00 GEOTEXTILES | | | 0047 616-05688 310.000 TON | 29.00000 8990.00| 56.47000 17505.70| 30.00000 9300.00 RIPRAP, CLASS 1 | | | 0048 616-05689 255.000 TON | 28.00000 7140.00| 37.08000 9455.40| 30.00000 7650.00 RIPRAP, CLASS 2 | | | 0049 621-01004 4.000 EACH | 816.00000 3264.00| 796.03000 3184.12| 900.00000 3600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06559 6000.000 SYS | 0.50000 3000.00| 0.40000 2400.00| 0.50000 3000.00 MULCHED SEEDING, R | | | 0051 621-06570 1500.000 CYS | 12.00000 18000.00| 25.24000 37860.00| 22.00000 33000.00 TOP SOIL | | | 0052 621-06574 3000.000 SYS | 3.20000 9600.00| 3.04000 9120.00| 6.50000 19500.00 SODDING | | | 0053 628-09402 12.000 MOS | 1575.00000 18900.00| 1850.00000 22200.00| 1100.00000 13200.00 FIELD OFFICE, B | | | 0054 714-06677 145.000 LFT | 1300.00000 188500.00| 1500.00000 217500.00| 1920.00000 278400.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 18' X 6' | | | 0055 714-08514 966.200 SFT | 102.00000 98552.40| 82.00000 79228.40| 68.00000 65701.60 WINGWALL | | | 0056 715-05168 20.000 LFT | 65.00000 1300.00| 31.64000 632.80| 39.00000 780.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0057 715-05169 100.000 LFT | 67.00000 6700.00| 34.77000 3477.00| 29.00000 2900.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0058 715-08305 154.000 TON | 103.00000 15862.00| 97.18000 14965.72| 125.00000 19250.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0059 715-46005 4.000 EACH | 600.00000 2400.00| 829.36000 3317.44| 300.00000 1200.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -9 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 90-0177865 |( 6 ) 31-1323837 |POINDEXTER EXCAVATING |HIS CONSTRUCTORS LLC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-03290 2.000 EACH | 265.00000 530.00| 258.45000 516.90| 390.00000 780.00 CONSTRUCTION SIGN, C | | | 0061 801-04308 4.000 EACH | 345.00000 1380.00| 335.99000 1343.96| 235.00000 940.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06625 53.000 EACH | 69.00000 3657.00| 67.20000 3561.60| 95.00000 5035.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 24.000 EACH | 212.00000 5088.00| 206.76000 4962.24| 227.00000 5448.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP | 19000.00000 19000.00| 16750.00000 16750.00| 13000.00000 13000.00 MAINTAINING TRAFFIC | | | 0065 801-07118 216.000 LFT | 8.50000 1836.00| 8.27000 1786.32| 8.00000 1728.00 BARRICADE, III-A | | | 0066 801-07119 48.000 LFT | 10.60000 508.80| 10.34000 496.32| 24.00000 1152.00 BARRICADE, III-B | | | 0067 804-06725 22.000 EACH | 24.40000 536.80| 23.78000 523.16| 28.00000 616.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0068 808-06713 2026.000 LFT | 0.40000 810.40| 0.33000 668.58| 1.00000 2026.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0069 808-06714 5280.000 LFT | 0.40000 2112.00| 0.33000 1742.40| 0.70000 3696.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0070 808-75996 28.000 EACH | 42.00000 1176.00| 20.68000 579.04| 51.50000 1442.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 28.000 EACH | 77.00000 2156.00| 42.39000 1186.92| 94.00000 2632.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 898,083.05| $ 930,906.73| $ 978,335.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 898,083.05| $ 930,906.73| $ 978,335.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -10 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1609544 |( 9 ) 35-1636776 |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO |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 | 10000.00000 10000.00| 5940.00000 5940.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 350.00000 700.00| 364.38000 728.76| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 75.00000 1800.00| 75.60000 1814.40| 150.00000 3600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 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 | 49238.61000 49238.61| 51520.00000 51520.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 14771.58000 14771.58| 2805.00000 2805.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0013 202-02240 188.000 SYS | 30.00000 5640.00| 9.71000 1825.48| 25.00000 4700.00 PAVEMENT REMOVAL | | | 0014 202-02241 390.000 LFT | 2.00000 780.00| 8.64000 3369.60| 25.00000 9750.00 GUARDRAIL, REMOVE | | | 0015 202-02250 1.000 EACH | 400.00000 400.00| 303.15000 303.15| 1000.00000 1000.00 TREE, 10 IN., REMOVE | | | 0016 202-02265 1.000 EACH | 750.00000 750.00| 826.40000 826.40| 1500.00000 1500.00 TREE, 48 IN., REMOVE | | | 0017 202-51330 LUMP | 25000.00000 25000.00| 45617.07000 45617.07| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | 0018 202-51330 LUMP | 25000.00000 25000.00| 45617.08000 45617.08| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0019 202-91010 3.000 EACH | 650.00000 1950.00| 598.75000 1796.25| 1200.00000 3600.00 TREE, 24 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -11 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1609544 |( 9 ) 35-1636776 |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-93898 3.000 EACH | 550.00000 1650.00| 458.50000 1375.50| 1100.00000 3300.00 TREE, 12 IN., REMOVE | | | 0021 202-96133 208.000 LFT | 10.00000 2080.00| 8.03000 1670.24| 50.00000 10400.00 PIPE, REMOVE | | | 0022 203-02000 1610.000 CYS | 15.00000 24150.00| 54.90000 88389.00| 50.00000 80500.00 EXCAVATION, COMMON | | | 0023 203-02070 100.000 CYS | 5.00000 500.00| 0.04000 4.00| 50.00000 5000.00 BORROW | | | 0024 203-51223 120.000 CYS | 35.00000 4200.00| 31.81000 3817.20| 25.00000 3000.00 EXCAVATION, WATERWAY | | | 0025 205-06932 184.000 LFT | 11.65000 2143.60| 11.53000 2121.52| 15.00000 2760.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0026 205-06937 160.000 LFT | 4.35000 696.00| 3.63000 580.80| 5.00000 800.00 TEMPORARY SILT FENCE | | | 0027 207-08263 380.000 SYS | 25.00000 9500.00| 42.61000 16191.80| 15.00000 5700.00 SUBGRADE TREATMENT, TYPE IA | | | 0028 210-06369 84.000 LFT | 10.00000 840.00| 7.38000 619.92| 5.00000 420.00 SAW CUT | | | 0029 211-09264 1090.000 CYS | 30.00000 32700.00| 25.58000 27882.20| 20.00000 21800.00 STRUCTURE BACKFILL, TYPE 1 | | | 0030 303-01180 1010.000 TON | 22.00000 22220.00| 25.95000 26209.50| 25.00000 25250.00 COMPACTED AGGREGATE, NO. 53 | | | 0031 303-60012 750.000 TON | 30.00000 22500.00| 21.06000 15795.00| 25.00000 18750.00 AGGREGATE, 2 | | | 0032 304-07493 630.000 TON | 120.00000 75600.00| 106.92000 67359.60| 80.00000 50400.00 WIDENING WITH HMA, TYPE B | | | 0033 306-08042 1430.000 SYS | 4.00000 5720.00| 5.67000 8108.10| 5.00000 7150.00 MILLING, SCARIFICATION/PROFILE | | | 0034 306-08043 860.000 SYS | 4.00000 3440.00| 4.98000 4282.80| 5.00000 4300.00 MILLING, TRANSITION | | | 0035 306-08432 770.000 SYS | 4.00000 3080.00| 3.70000 2849.00| 5.00000 3850.00 MILLING, APPROACH | | | 0036 402-07433 265.000 TON | 99.00000 26235.00| 106.92000 28333.80| 80.00000 21200.00 HMA SURFACE, TYPE B | | | 0037 406-05520 1.250 TON | 800.00000 1000.00| 864.00000 1080.00| 2000.00000 2500.00 ASPHALT FOR TACK COAT | | | 0038 601-01700 1.000 EACH | 1800.00000 1800.00| 1944.00000 1944.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0039 601-01846 2.000 EACH | 1800.00000 3600.00| 1728.00000 3456.00| 2000.00000 4000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -12 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1609544 |( 9 ) 35-1636776 |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-06854 2.000 EACH | 2200.00000 4400.00| 2916.00000 5832.00| 2000.00000 4000.00 GUARDRAIL, W-BEAM, NESTED | | | 0041 601-94689 5.000 EACH | 2400.00000 12000.00| 2613.60000 13068.00| 2000.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 443.750 LFT | 17.00000 7543.75| 16.20000 7188.75| 40.00000 17750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 610-07487 545.000 TON | 129.00000 70305.00| 139.32000 75929.40| 100.00000 54500.00 HMA FOR APPROACHES, TYPE B | | | 0044 611-06497 4.000 EACH | 175.00000 700.00| 210.60000 842.40| 200.00000 800.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 32.000 EACH | 165.00000 5280.00| 133.92000 4285.44| 150.00000 4800.00 RIGHT OF WAY MARKER | | | 0046 616-02320 1375.000 SYS | 2.50000 3437.50| 2.09000 2873.75| 4.00000 5500.00 GEOTEXTILES | | | 0047 616-05688 310.000 TON | 20.00000 6200.00| 30.30000 9393.00| 50.00000 15500.00 RIPRAP, CLASS 1 | | | 0048 616-05689 255.000 TON | 25.00000 6375.00| 29.74000 7583.70| 50.00000 12750.00 RIPRAP, CLASS 2 | | | 0049 621-01004 4.000 EACH | 950.00000 3800.00| 831.60000 3326.40| 500.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06559 6000.000 SYS | 0.75000 4500.00| 0.42000 2520.00| 3.00000 18000.00 MULCHED SEEDING, R | | | 0051 621-06570 1500.000 CYS | 22.00000 33000.00| 44.51000 66765.00| 25.00000 37500.00 TOP SOIL | | | 0052 621-06574 3000.000 SYS | 3.40000 10200.00| 3.18000 9540.00| 15.00000 45000.00 SODDING | | | 0053 628-09402 12.000 MOS | 3000.00000 36000.00| 1930.08000 23160.96| 1500.00000 18000.00 FIELD OFFICE, B | | | 0054 714-06677 145.000 LFT | 1900.00000 275500.00| 1402.00000 203290.00| 2000.00000 290000.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 18' X 6' | | | 0055 714-08514 966.200 SFT | 90.00000 86958.00| 75.01000 72474.66| 70.00000 67634.00 WINGWALL | | | 0056 715-05168 20.000 LFT | 45.00000 900.00| 51.79000 1035.80| 50.00000 1000.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0057 715-05169 100.000 LFT | 45.00000 4500.00| 43.50000 4350.00| 55.00000 5500.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0058 715-08305 154.000 TON | 94.00000 14476.00| 101.52000 15634.08| 150.00000 23100.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0059 715-46005 4.000 EACH | 350.00000 1400.00| 296.75000 1187.00| 500.00000 2000.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 240 -13 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -28555-A COUNTIES : WAYNE LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1609544 |( 9 ) 35-1636776 |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-03290 2.000 EACH | 240.00000 480.00| 259.20000 518.40| 100.00000 200.00 CONSTRUCTION SIGN, C | | | 0061 801-04308 4.000 EACH | 145.00000 580.00| 156.60000 626.40| 1000.00000 4000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06625 53.000 EACH | 59.00000 3127.00| 63.72000 3377.16| 150.00000 7950.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 24.000 EACH | 140.00000 3360.00| 151.20000 3628.80| 100.00000 2400.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP | 2500.00000 2500.00| 18565.50000 18565.50| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0065 801-07118 216.000 LFT | 5.00000 1080.00| 5.40000 1166.40| 25.00000 5400.00 BARRICADE, III-A | | | 0066 801-07119 48.000 LFT | 15.00000 720.00| 16.20000 777.60| 28.00000 1344.00 BARRICADE, III-B | | | 0067 804-06725 22.000 EACH | 30.00000 660.00| 24.84000 546.48| 30.00000 660.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0068 808-06713 2026.000 LFT | 0.70000 1418.20| 0.76000 1539.76| 7.00000 14182.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0069 808-06714 5280.000 LFT | 0.40000 2112.00| 0.43000 2270.40| 7.00000 36960.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0070 808-75996 28.000 EACH | 15.00000 420.00| 18.88000 528.64| 65.00000 1820.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 28.000 EACH | 41.00000 1148.00| 83.59000 2340.52| 89.00000 2492.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 984,772.24| $ 1,030,406.57| $ 1,160,279.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 984,772.24| $ 1,030,406.57| $ 1,160,279.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -1 VENDOR RANKING CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 06/30/11 LOCATION : ON SR 44 FROM 0.234 km NORTH OF JUNCTION OF MCKAY ROAD TO PROJECT(S) : 0684010 0.058 km WEST OF JUNCTION OF SR 9 0684010 0684010 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1461789 POINDEXTER EXCAVATING $ 6,953,624.50 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 7,692,210.86 110.6216% 3 35-1698047 GRADEX INC $ 7,789,902.85 112.0265% 4 35-1917625 MILESTONE CONTRACTORS LP $ 7,967,896.80 114.5862% 5 35-1128289 BEATY CONSTRUCTION INC $ 8,126,456.14 116.8665% 6 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 8,763,336.25 126.0254% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 10,114,548.00 145.4572% 31-1323837 SUNESIS CONSTRUCTION COMPANY IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -2 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |POINDEXTER EXCAVATING |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 60000.00000 60000.00| 250000.00000 250000.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 300.00000 1200.00| 250.00000 1000.00| 150.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 120.000 MOS | 70.00000 8400.00| 75.00000 9000.00| 100.00000 12000.00 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 | 299000.00000 299000.00| 375000.00000 375000.00| 389000.00000 389000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| 13000.00000 13000.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 158000.00000 158000.00| 115000.00000 115000.00| 150000.00000 150000.00 CLEARING RIGHT OF WAY | | | 0015 202-02240 24345.000 m2 | 6.50000 158242.50| 7.50000 182587.50| 5.40000 131463.00 PAVEMENT REMOVAL | | | 0016 202-74025 308.000 m | 6.00000 1848.00| 5.60000 1724.80| 5.80000 1786.40 FENCE, REMOVE | | | 0017 203-02000 14058.000 m3 | 15.00000 210870.00| 35.00000 492030.00| 32.00000 449856.00 EXCAVATION, COMMON | | | 0018 205-06931 14.000 Mg | 100.00000 1400.00| 30.00000 420.00| 32.00000 448.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 29.000 EACH | 90.00000 2610.00| 80.00000 2320.00| 83.00000 2407.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -3 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |POINDEXTER EXCAVATING |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 4080.000 m | 4.00000 16320.00| 3.81000 15544.80| 4.00000 16320.00 TEMPORARY SILT FENCE | | | 0021 207-08267 4495.000 m2 | 15.00000 67425.00| 9.00000 40455.00| 5.15000 23149.25 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 207-08268 38968.000 m2 | 12.30000 479306.40| 12.50000 487100.00| 10.20000 397473.60 SUBGRADE TREATMENT, TYPE IV | | | 0023 211-09264 18007.000 m3 | 11.00000 198077.00| 22.00000 396154.00| 25.00000 450175.00 STRUCTURE BACKFILL, TYPE 1 | | | 0024 301-07448 2081.000 Mg | 25.00000 52025.00| 17.00000 35377.00| 12.35000 25700.35 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 304-07490 237.000 Mg | 120.00000 28440.00| 120.00000 28440.00| 177.00000 41949.00 HMA PATCHING, TYPE B | | | 0026 401-06264 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 3600.00000 3600.00 PROFILOGRAPH, HMA | | | 0027 401-07335 2976.000 Mg | 88.00000 261888.00| 88.00000 261888.00| 92.60000 275577.60 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0028 401-07404 4956.000 Mg | 71.00000 351876.00| 71.00000 351876.00| 71.75000 355593.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0029 401-07409 17373.000 Mg | 54.00000 938142.00| 54.00000 938142.00| 61.40000 1066702.20 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0030 401-07430 8524.000 Mg | 70.00000 596680.00| 70.00000 596680.00| 63.40000 540421.60 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0031 406-05520 37.900 Mg | 450.00000 17055.00| 450.00000 17055.00| 494.00000 18722.60 ASPHALT FOR TACK COAT | | | 0032 506-06333 43.000 m2 | 300.00000 12900.00| 300.00000 12900.00| 208.00000 8944.00 PCCP PATCHING, FULL DEPTH | | | 0033 603-03692 83.000 m | 39.00000 3237.00| 37.10000 3079.30| 38.60000 3203.80 FENCE, WOOD | | | 0034 603-06040 94.900 m | 28.00000 2657.20| 26.50000 2514.85| 27.60000 2619.24 FENCE, FARM FIELD, 1190 mm | | | 0035 603-06045 130.100 m | 58.00000 7545.80| 55.20000 7181.52| 57.40000 7467.74 FENCE, CHAIN LINK, 1220 mm | | | 0036 604-05250 4455.000 m | 1.30000 5791.50| 5.00000 22275.00| 5.80000 25839.00 PREFORMED JOINT MATERIAL, 13.0 mm | | | 0037 604-06069 330.000 m2 | 135.00000 44550.00| 150.00000 49500.00| 225.00000 74250.00 CURB RAMP, CONCRETE | | | 0038 604-07894 36.000 m2 | 140.00000 5040.00| 150.00000 5400.00| 211.00000 7596.00 CURB RAMP, CONCRETE, A | | | 0039 604-07901 5.000 m2 | 140.00000 700.00| 150.00000 750.00| 216.00000 1080.00 CURB RAMP, CONCRETE, G | | | 0040 604-07902 35.000 m2 | 140.00000 4900.00| 150.00000 5250.00| 260.00000 9100.00 CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -4 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |POINDEXTER EXCAVATING |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 604-07903 39.000 m2 | 140.00000 5460.00| 150.00000 5850.00| 207.00000 8073.00 CURB RAMP, CONCRETE, K | | | 0042 604-91531 6860.000 m2 | 53.00000 363580.00| 31.50000 216090.00| 46.00000 315560.00 SIDEWALK, CONCRETE, 100 mm | | | 0043 605-04742 LUMP | 12000.00000 12000.00| 10000.00000 10000.00| 25000.00000 25000.00 WALL , BASEMENT, CONSTRUCTION, PARCEL 7 | | | 0044 605-06120 229.000 m | 66.00000 15114.00| 45.00000 10305.00| 110.00000 25190.00 CURB, CONCRETE | | | 0045 605-06140 4165.000 m | 43.50000 181177.50| 40.00000 166600.00| 66.00000 274890.00 CURB AND GUTTER, CONCRETE | | | 0046 610-07486 10.000 Mg | 2.50000 25.00| 250.00000 2500.00| 130.00000 1300.00 HMA FOR APPROACHES, TYPE A | | | 0047 610-08446 815.000 m2 | 69.00000 56235.00| 51.00000 41565.00| 55.20000 44988.00 PCCP FOR APPROACHES, 150 mm | | | 0048 610-09108 3653.000 m2 | 70.00000 255710.00| 56.00000 204568.00| 62.40000 227947.20 PCCP FOR APPROACHES, 225 mm | | | 0049 611-06497 17.000 EACH | 130.00000 2210.00| 120.00000 2040.00| 130.00000 2210.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 6.000 EACH | 180.00000 1080.00| 150.00000 900.00| 160.00000 960.00 MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06505 23.000 EACH | 480.00000 11040.00| 450.00000 10350.00| 470.00000 10810.00 MONUMENT, B | | | 0052 615-06510 8.000 EACH | 400.00000 3200.00| 350.00000 2800.00| 370.00000 2960.00 MONUMENT, C | | | 0053 616-02320 149.000 m2 | 5.00000 745.00| 2.00000 298.00| 2.60000 387.40 GEOTEXTILES | | | 0054 616-03472 69.000 Mg | 30.00000 2070.00| 30.00000 2070.00| 30.00000 2070.00 RIPRAP, REVETMENT 450 mm | | | 0055 621-01004 2.000 EACH | 600.00000 1200.00| 513.00000 1026.00| 530.00000 1060.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-02770 50.000 m2 | 3.00000 150.00| 2.00000 100.00| 2.10000 105.00 EROSION CONTROL BLANKET | | | 0057 621-06545 5.800 Mg | 870.00000 5046.00| 817.00000 4738.60| 850.00000 4930.00 FERTILIZER | | | 0058 621-06554 891.000 kg | 10.00000 8910.00| 9.19000 8188.29| 9.60000 8553.60 SEED MIXTURE, U | | | 0059 621-06557 248.000 kg | 8.00000 1984.00| 7.13000 1768.24| 7.50000 1860.00 SEED MIXTURE, T | | | 0060 621-06565 31.800 Mg | 425.00000 13515.00| 400.00000 12720.00| 415.00000 13197.00 MULCHING MATERIAL | | | 0061 621-06567 940.000 kL | 1.00000 940.00| 0.50000 470.00| 0.52000 488.80 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -5 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |POINDEXTER EXCAVATING |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 621-06575 16656.000 m2 | 3.15000 52466.40| 2.95000 49135.20| 3.60000 59961.60 SODDING, NURSERY | | | 0063 622-91786 12.000 EACH | 10.00000 120.00| 8.25000 99.00| 8.60000 103.20 SEEDLING | | | 0064 628-09403 30.000 MOS | 1580.00000 47400.00| 1850.00000 55500.00| 2000.00000 60000.00 FIELD OFFICE, C | | | 0065 715-05024 689.000 m | 200.00000 137800.00| 185.00000 127465.00| 295.00000 203255.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0066 715-05048 5137.000 m | 9.00000 46233.00| 11.00000 56507.00| 11.70000 60102.90 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05053 120.000 m | 40.00000 4800.00| 35.00000 4200.00| 51.00000 6120.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0068 715-05147 14.000 m | 100.00000 1400.00| 60.00000 840.00| 58.00000 812.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0069 715-05149 1629.000 m | 120.00000 195480.00| 75.00000 122175.00| 9.50000 15475.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 227.000 m | 130.00000 29510.00| 82.00000 18614.00| 105.00000 23835.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 178.000 m | 140.00000 24920.00| 90.00000 16020.00| 119.00000 21182.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05154 709.000 m | 155.00000 109895.00| 115.00000 81535.00| 220.00000 155980.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0073 715-05156 179.000 m | 180.00000 32220.00| 135.00000 24165.00| 240.00000 42960.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-05159 36.000 m | 260.00000 9360.00| 210.00000 7560.00| 321.00000 11556.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0075 715-05161 1199.000 m | 295.00000 353705.00| 440.00000 527560.00| 481.00000 576719.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0076 715-05342 18.000 m | 600.00000 10800.00| 410.00000 7380.00| 575.00000 10350.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0077 715-06004 1.000 EACH | 3000.00000 3000.00| 1720.00000 1720.00| 2125.00000 2125.00 CONCRETE ANCHOR, 1200 mm | | | 0078 715-46000 1.000 EACH | 800.00000 800.00| 375.00000 375.00| 590.00000 590.00 PIPE END SECTION, 300 mm | | | 0079 718-06528 2.000 EACH | 700.00000 1400.00| 750.00000 1500.00| 885.00000 1770.00 OUTLET PROTECTOR, 1 | | | 0080 718-06532 1000.000 m | 3.50000 3500.00| 3.30000 3300.00| 3.10000 3100.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 997.000 m3 | 28.00000 27916.00| 35.00000 34895.00| 26.00000 25922.00 AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 17205.000 m2 | 1.40000 24087.00| 1.00000 17205.00| 1.18000 20301.90 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -6 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |POINDEXTER EXCAVATING |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 720-01059 3.000 EACH | 3200.00000 9600.00| 5500.00000 16500.00| 8000.00000 24000.00 MANHOLE, E4, DROP | | | 0084 720-08559 1.000 EACH | 49000.00000 49000.00| 40000.00000 40000.00| 50000.00000 50000.00 BEST MANAGEMENT PRACTICES , STR. NO. 31 | | | 0085 720-44000 18.000 EACH | 600.00000 10800.00| 400.00000 7200.00| 650.00000 11700.00 CASTING, ADJUST TO GRADE | | | 0086 720-44025 3.000 EACH | 900.00000 2700.00| 750.00000 2250.00| 800.00000 2400.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0087 720-45030 27.000 EACH | 1050.00000 28350.00| 1100.00000 29700.00| 1320.00000 35640.00 INLET, E7 | | | 0088 720-45035 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00| 1350.00000 1350.00 INLET, F7 | | | 0089 720-45410 33.000 EACH | 1340.00000 44220.00| 2300.00000 75900.00| 1500.00000 49500.00 MANHOLE, C4 | | | 0090 720-45415 29.000 EACH | 2100.00000 60900.00| 3100.00000 89900.00| 2750.00000 79750.00 MANHOLE, D4 | | | 0091 720-45416 12.000 EACH | 3530.00000 42360.00| 5800.00000 69600.00| 6000.00000 72000.00 MANHOLE, E4 | | | 0092 720-45425 2.000 EACH | 5100.00000 10200.00| 6400.00000 12800.00| 5800.00000 11600.00 MANHOLE, F4 | | | 0093 720-98174 77.000 EACH | 1580.00000 121660.00| 1700.00000 130900.00| 1860.00000 143220.00 INLET, B15 | | | 0094 720-98555 93.000 EACH | 1530.00000 142290.00| 1700.00000 158100.00| 1915.00000 178095.00 INLET, C15 | | | 0095 720-98625 3.000 EACH | 1800.00000 5400.00| 3400.00000 10200.00| 2100.00000 6300.00 MANHOLE, C4, DROP | | | 0096 721-43155 1.000 EACH | 13000.00000 13000.00| 10000.00000 10000.00| 15000.00000 15000.00 AUTOMATIC DRAINAGE GATE, 1200 mm X 1200 | | | mm | | | 0097 732-07128 4860.000 m | 4.00000 19440.00| 4.10000 19926.00| 3.30000 16038.00 VIDEO INSPECTION | | | 0098 801-03290 4.000 EACH | 300.00000 1200.00| 255.00000 1020.00| 265.00000 1060.00 CONSTRUCTION SIGN, C | | | 0099 801-04308 22.000 EACH | 510.00000 11220.00| 475.00000 10450.00| 495.00000 10890.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06207 10000.000 m | 3.30000 33000.00| 3.14000 31400.00| 3.25000 32500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0101 801-06625 48.000 EACH | 102.00000 4896.00| 96.00000 4608.00| 100.00000 4800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0102 801-06640 25.000 EACH | 207.00000 5175.00| 195.00000 4875.00| 200.00000 5000.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -7 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |POINDEXTER EXCAVATING |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 801-06645 2.000 EACH | 60.00000 120.00| 50.00000 100.00| 52.00000 104.00 CONSTRUCTION SIGN, B | | | 0104 801-06775 LUMP | 118000.00000 118000.00| 250000.00000 250000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0105 801-07023 4.000 EACH | 4800.00000 19200.00| 4800.00000 19200.00| 5000.00000 20000.00 ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0106 801-07119 160.000 m | 36.50000 5840.00| 34.45000 5512.00| 36.00000 5760.00 BARRICADE, III-B | | | 0107 801-08401 200.000 m | 65.00000 13000.00| 15.00000 3000.00| 99.00000 19800.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0108 801-94295 8.000 EACH | 130.00000 1040.00| 110.00000 880.00| 115.00000 920.00 SIGNAL HEAD, RELOCATE | | | 0109 802-05701 285.900 m | 32.00000 9148.80| 30.00000 8577.00| 31.20000 8920.08 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0110 802-76025 27.590 m2 | 110.00000 3034.90| 95.00000 2621.05| 98.80000 2725.89 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0111 802-76035 29.430 m2 | 110.00000 3237.30| 100.00000 2943.00| 104.00000 3060.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0112 802-76045 3.510 m2 | 120.00000 421.20| 108.00000 379.08| 113.00000 396.63 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0113 802-91122 14.000 EACH | 140.00000 1960.00| 125.00000 1750.00| 130.00000 1820.00 SIGN, GROUND MOUNTED, RESET | | | 0114 805-01842 4.000 EACH | 900.00000 3600.00| 850.00000 3400.00| 890.00000 3560.00 HANDHOLE, SIGNAL | | | 0115 805-01879 1.000 EACH | 800.00000 800.00| 750.00000 750.00| 780.00000 780.00 SIGNAL SERVICE, INSTALL | | | 0116 805-02037 3.000 EACH | 2850.00000 8550.00| 2700.00000 8100.00| 2800.00000 8400.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0117 805-02069 1.000 EACH | 3000.00000 3000.00| 2800.00000 2800.00| 2900.00000 2900.00 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0118 805-02087 LUMP | 1000.00000 1000.00| 500.00000 500.00| 520.00000 520.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0119 805-02151 8.000 EACH | 480.00000 3840.00| 450.00000 3600.00| 470.00000 3760.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0120 805-02855 4.000 EACH | 1100.00000 4400.00| 1000.00000 4000.00| 1040.00000 4160.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -8 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |POINDEXTER EXCAVATING |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 805-06592 125.000 m | 43.00000 5375.00| 40.00000 5000.00| 42.00000 5250.00 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0122 805-78100 1.000 EACH | 12800.00000 12800.00| 12000.00000 12000.00| 12500.00000 12500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0123 805-78205 8.000 EACH | 560.00000 4480.00| 525.00000 4200.00| 550.00000 4400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0124 805-78467 20.000 m | 5.30000 106.00| 5.00000 100.00| 5.20000 104.00 SIGNAL CABLE, 3C 8GA. | | | 0125 805-78470 840.000 m | 0.80000 672.00| 0.75000 630.00| 0.78000 655.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0126 805-78480 327.000 m | 3.20000 1046.40| 3.00000 981.00| 3.10000 1013.70 SIGNAL CABLE, 3C 14GA. | | | 0127 805-78485 380.000 m | 4.20000 1596.00| 4.00000 1520.00| 4.20000 1596.00 SIGNAL CABLE, 5C 14GA. | | | 0128 805-78510 394.000 m | 3.90000 1536.60| 3.65000 1438.10| 3.80000 1497.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0129 805-78785 6.000 EACH | 795.00000 4770.00| 750.00000 4500.00| 780.00000 4680.00 SIGNAL DETECTOR HOUSING | | | 0130 805-78795 252.000 m | 25.00000 6300.00| 23.00000 5796.00| 24.00000 6048.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78925 1.000 EACH | 780.00000 780.00| 700.00000 700.00| 728.00000 728.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0132 805-92504 6.000 EACH | 410.00000 2460.00| 385.00000 2310.00| 400.00000 2400.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0133 805-96121 1.000 EACH | 150.00000 150.00| 120.00000 120.00| 125.00000 125.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0134 808-05929 733.000 m | 4.00000 2932.00| 3.67000 2690.11| 3.85000 2822.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0135 808-06705 1548.000 m | 2.20000 3405.60| 2.03000 3142.44| 2.10000 3250.80 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0136 808-75240 660.000 m | 1.10000 726.00| 1.02000 673.20| 1.05000 693.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0137 808-75245 5034.000 m | 1.10000 5537.40| 1.02000 5134.68| 1.05000 5285.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0138 808-75272 118.000 m | 12.00000 1416.00| 11.15000 1315.70| 11.60000 1368.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -9 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |POINDEXTER EXCAVATING |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-75290 50.000 m | 12.00000 600.00| 11.15000 557.50| 11.60000 580.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0140 808-75297 126.000 m | 12.00000 1512.00| 11.15000 1404.90| 11.60000 1461.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0141 808-75320 30.000 EACH | 63.00000 1890.00| 59.00000 1770.00| 62.00000 1860.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0142 808-75325 26.000 EACH | 92.00000 2392.00| 86.00000 2236.00| 90.00000 2340.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 6,953,624.50| $ 7,692,210.86| $ 7,789,902.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,953,624.50| $ 7,692,210.86| $ 7,789,902.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -10 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-0175870 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 41700.00000 41700.00| 40000.00000 40000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 115.00000 460.00| 130.00000 520.00| 200.00000 800.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 120.000 MOS | 85.00000 10200.00| 85.00000 10200.00| 200.00000 24000.00 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 | 398000.00000 398000.00| 406320.00000 406320.00| 438166.80700 438166.81 MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 7700.00000 7700.00| 20000.00000 20000.00| 8000.00000 8000.00 PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 119000.00000 119000.00| 121895.00000 121895.00| 131450.04300 131450.04 CLEARING RIGHT OF WAY | | | 0015 202-02240 24345.000 m2 | 3.75000 91293.75| 6.00000 146070.00| 9.10000 221539.50 PAVEMENT REMOVAL | | | 0016 202-74025 308.000 m | 5.70000 1755.60| 11.25000 3465.00| 11.25000 3465.00 FENCE, REMOVE | | | 0017 203-02000 14058.000 m3 | 37.00000 520146.00| 17.85000 250935.30| 69.95000 983357.10 EXCAVATION, COMMON | | | 0018 205-06931 14.000 Mg | 100.00000 1400.00| 69.50000 973.00| 107.43000 1504.02 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 29.000 EACH | 82.00000 2378.00| 86.00000 2494.00| 80.00000 2320.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -11 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-0175870 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 4080.000 m | 3.90000 15912.00| 4.15000 16932.00| 3.84000 15667.20 TEMPORARY SILT FENCE | | | 0021 207-08267 4495.000 m2 | 15.50000 69672.50| 9.50000 42702.50| 8.81000 39600.95 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 207-08268 38968.000 m2 | 12.50000 487100.00| 14.00000 545552.00| 9.19000 358115.92 SUBGRADE TREATMENT, TYPE IV | | | 0023 211-09264 18007.000 m3 | 19.00000 342133.00| 23.50000 423164.50| 21.60000 388951.20 STRUCTURE BACKFILL, TYPE 1 | | | 0024 301-07448 2081.000 Mg | 26.00000 54106.00| 15.25000 31735.25| 39.66000 82532.46 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 304-07490 237.000 Mg | 160.00000 37920.00| 125.00000 29625.00| 120.00000 28440.00 HMA PATCHING, TYPE B | | | 0026 401-06264 LUMP | 500.00000 500.00| 5275.00000 5275.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0027 401-07335 2976.000 Mg | 78.00000 232128.00| 93.50000 278256.00| 88.00000 261888.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0028 401-07404 4956.000 Mg | 71.00000 351876.00| 75.50000 374178.00| 71.00000 351876.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0029 401-07409 17373.000 Mg | 61.75000 1072782.75| 56.25000 977231.25| 54.00000 938142.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0030 401-07430 8524.000 Mg | 72.00000 613728.00| 74.50000 635038.00| 70.00000 596680.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0031 406-05520 37.900 Mg | 310.00000 11749.00| 475.00000 18002.50| 450.00000 17055.00 ASPHALT FOR TACK COAT | | | 0032 506-06333 43.000 m2 | 130.00000 5590.00| 120.00000 5160.00| 126.67000 5446.81 PCCP PATCHING, FULL DEPTH | | | 0033 603-03692 83.000 m | 37.90000 3145.70| 126.00000 10458.00| 126.00000 10458.00 FENCE, WOOD | | | 0034 603-06040 94.900 m | 27.00000 2562.30| 39.50000 3748.55| 39.50000 3748.55 FENCE, FARM FIELD, 1190 mm | | | 0035 603-06045 130.100 m | 56.35000 7331.14| 46.25000 6017.13| 46.25000 6017.13 FENCE, CHAIN LINK, 1220 mm | | | 0036 604-05250 4455.000 m | 1.45000 6459.75| 3.75000 16706.25| 3.37000 15013.35 PREFORMED JOINT MATERIAL, 13.0 mm | | | 0037 604-06069 330.000 m2 | 155.00000 51150.00| 175.00000 57750.00| 143.14000 47236.20 CURB RAMP, CONCRETE | | | 0038 604-07894 36.000 m2 | 155.00000 5580.00| 225.00000 8100.00| 214.54000 7723.44 CURB RAMP, CONCRETE, A | | | 0039 604-07901 5.000 m2 | 155.00000 775.00| 250.00000 1250.00| 317.74000 1588.70 CURB RAMP, CONCRETE, G | | | 0040 604-07902 35.000 m2 | 155.00000 5425.00| 325.00000 11375.00| 404.57000 14159.95 CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -12 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-0175870 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 604-07903 39.000 m2 | 155.00000 6045.00| 225.00000 8775.00| 413.99000 16145.61 CURB RAMP, CONCRETE, K | | | 0042 604-91531 6860.000 m2 | 40.00000 274400.00| 36.75000 252105.00| 33.95000 232897.00 SIDEWALK, CONCRETE, 100 mm | | | 0043 605-04742 LUMP | 8500.00000 8500.00| 15000.00000 15000.00| 25141.07000 25141.07 WALL , BASEMENT, CONSTRUCTION, PARCEL 7 | | | 0044 605-06120 229.000 m | 98.00000 22442.00| 106.50000 24388.50| 120.48000 27589.92 CURB, CONCRETE | | | 0045 605-06140 4165.000 m | 57.00000 237405.00| 61.25000 255106.25| 52.84000 220078.60 CURB AND GUTTER, CONCRETE | | | 0046 610-07486 10.000 Mg | 175.00000 1750.00| 270.00000 2700.00| 250.00000 2500.00 HMA FOR APPROACHES, TYPE A | | | 0047 610-08446 815.000 m2 | 50.00000 40750.00| 55.00000 44825.00| 66.59000 54270.85 PCCP FOR APPROACHES, 150 mm | | | 0048 610-09108 3653.000 m2 | 54.00000 197262.00| 60.00000 219180.00| 54.91000 200586.23 PCCP FOR APPROACHES, 225 mm | | | 0049 611-06497 17.000 EACH | 125.00000 2125.00| 160.00000 2720.00| 160.00000 2720.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 6.000 EACH | 150.00000 900.00| 215.00000 1290.00| 215.00000 1290.00 MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06505 23.000 EACH | 460.00000 10580.00| 535.00000 12305.00| 535.00000 12305.00 MONUMENT, B | | | 0052 615-06510 8.000 EACH | 360.00000 2880.00| 450.00000 3600.00| 450.00000 3600.00 MONUMENT, C | | | 0053 616-02320 149.000 m2 | 1.05000 156.45| 4.75000 707.75| 4.16000 619.84 GEOTEXTILES | | | 0054 616-03472 69.000 Mg | 45.00000 3105.00| 31.50000 2173.50| 47.22000 3258.18 RIPRAP, REVETMENT 450 mm | | | 0055 621-01004 2.000 EACH | 625.00000 1250.00| 600.00000 1200.00| 513.00000 1026.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-02770 50.000 m2 | 2.05000 102.50| 2.15000 107.50| 2.00000 100.00 EROSION CONTROL BLANKET | | | 0057 621-06545 5.800 Mg | 835.00000 4843.00| 850.00000 4930.00| 817.00000 4738.60 FERTILIZER | | | 0058 621-06554 891.000 kg | 9.40000 8375.40| 10.00000 8910.00| 9.19000 8188.29 SEED MIXTURE, U | | | 0059 621-06557 248.000 kg | 7.30000 1810.40| 7.75000 1922.00| 7.13000 1768.24 SEED MIXTURE, T | | | 0060 621-06565 31.800 Mg | 410.00000 13038.00| 425.00000 13515.00| 400.00000 12720.00 MULCHING MATERIAL | | | 0061 621-06567 940.000 kL | 0.50000 470.00| 0.55000 517.00| 0.50000 470.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -13 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-0175870 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 621-06575 16656.000 m2 | 3.00000 49968.00| 4.65000 77450.40| 2.95000 49135.20 SODDING, NURSERY | | | 0063 622-91786 12.000 EACH | 8.50000 102.00| 9.00000 108.00| 8.25000 99.00 SEEDLING | | | 0064 628-09403 30.000 MOS | 2800.00000 84000.00| 1925.00000 57750.00| 2750.00000 82500.00 FIELD OFFICE, C | | | 0065 715-05024 689.000 m | 280.00000 192920.00| 280.00000 192920.00| 285.62000 196792.18 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0066 715-05048 5137.000 m | 8.75000 44948.75| 9.25000 47517.25| 17.53000 90051.61 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05053 120.000 m | 36.80000 4416.00| 39.00000 4680.00| 55.17000 6620.40 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0068 715-05147 14.000 m | 150.00000 2100.00| 60.50000 847.00| 164.72000 2306.08 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0069 715-05149 1629.000 m | 160.00000 260640.00| 122.00000 198738.00| 94.31000 153630.99 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 227.000 m | 165.00000 37455.00| 126.00000 28602.00| 102.02000 23158.54 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 178.000 m | 170.00000 30260.00| 162.00000 28836.00| 114.78000 20430.84 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05154 709.000 m | 210.00000 148890.00| 188.00000 133292.00| 154.72000 109696.48 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0073 715-05156 179.000 m | 220.00000 39380.00| 235.00000 42065.00| 177.15000 31709.85 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-05159 36.000 m | 285.00000 10260.00| 395.00000 14220.00| 265.47000 9556.92 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0075 715-05161 1199.000 m | 390.00000 467610.00| 535.00000 641465.00| 607.25000 728092.75 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0076 715-05342 18.000 m | 540.00000 9720.00| 635.00000 11430.00| 554.51000 9981.18 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0077 715-06004 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 1888.00000 1888.00 CONCRETE ANCHOR, 1200 mm | | | 0078 715-46000 1.000 EACH | 660.00000 660.00| 375.00000 375.00| 903.03000 903.03 PIPE END SECTION, 300 mm | | | 0079 718-06528 2.000 EACH | 635.00000 1270.00| 675.00000 1350.00| 931.09000 1862.18 OUTLET PROTECTOR, 1 | | | 0080 718-06532 1000.000 m | 3.50000 3500.00| 3.50000 3500.00| 3.28000 3280.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 997.000 m3 | 28.00000 27916.00| 29.25000 29162.25| 23.88000 23808.36 AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 17205.000 m2 | 1.35000 23226.75| 1.40000 24087.00| 0.79000 13591.95 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -14 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-0175870 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 720-01059 3.000 EACH | 5700.00000 17100.00| 8250.00000 24750.00| 4445.00000 13335.00 MANHOLE, E4, DROP | | | 0084 720-08559 1.000 EACH | 59600.00000 59600.00| 95000.00000 95000.00| 42000.00000 42000.00 BEST MANAGEMENT PRACTICES , STR. NO. 31 | | | 0085 720-44000 18.000 EACH | 945.00000 17010.00| 650.00000 11700.00| 856.53000 15417.54 CASTING, ADJUST TO GRADE | | | 0086 720-44025 3.000 EACH | 1050.00000 3150.00| 850.00000 2550.00| 1232.98000 3698.94 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0087 720-45030 27.000 EACH | 1800.00000 48600.00| 1230.00000 33210.00| 1539.46000 41565.42 INLET, E7 | | | 0088 720-45035 1.000 EACH | 2000.00000 2000.00| 1500.00000 1500.00| 1995.20000 1995.20 INLET, F7 | | | 0089 720-45410 33.000 EACH | 2600.00000 85800.00| 3000.00000 99000.00| 2325.96000 76756.68 MANHOLE, C4 | | | 0090 720-45415 29.000 EACH | 3500.00000 101500.00| 3875.00000 112375.00| 3783.47000 109720.63 MANHOLE, D4 | | | 0091 720-45416 12.000 EACH | 6300.00000 75600.00| 4950.00000 59400.00| 4542.00000 54504.00 MANHOLE, E4 | | | 0092 720-45425 2.000 EACH | 6000.00000 12000.00| 9005.00000 18010.00| 8915.55000 17831.10 MANHOLE, F4 | | | 0093 720-98174 77.000 EACH | 2500.00000 192500.00| 1885.00000 145145.00| 2547.63000 196167.51 INLET, B15 | | | 0094 720-98555 93.000 EACH | 2500.00000 232500.00| 1985.00000 184605.00| 2564.11000 238462.23 INLET, C15 | | | 0095 720-98625 3.000 EACH | 3000.00000 9000.00| 6500.00000 19500.00| 3975.98000 11927.94 MANHOLE, C4, DROP | | | 0096 721-43155 1.000 EACH | 12900.00000 12900.00| 16000.00000 16000.00| 4455.00000 4455.00 AUTOMATIC DRAINAGE GATE, 1200 mm X 1200 | | | mm | | | 0097 732-07128 4860.000 m | 4.20000 20412.00| 4.25000 20655.00| 4.10000 19926.00 VIDEO INSPECTION | | | 0098 801-03290 4.000 EACH | 260.00000 1040.00| 300.00000 1200.00| 255.00000 1020.00 CONSTRUCTION SIGN, C | | | 0099 801-04308 22.000 EACH | 485.00000 10670.00| 525.00000 11550.00| 475.00000 10450.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06207 10000.000 m | 3.25000 32500.00| 3.45000 34500.00| 3.14000 31400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0101 801-06625 48.000 EACH | 98.00000 4704.00| 125.00000 6000.00| 96.00000 4608.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0102 801-06640 25.000 EACH | 200.00000 5000.00| 225.00000 5625.00| 195.00000 4875.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -15 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-0175870 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 801-06645 2.000 EACH | 52.00000 104.00| 55.00000 110.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0104 801-06775 LUMP | 30000.00000 30000.00| 162693.35000 162693.35| 225000.00000 225000.00 MAINTAINING TRAFFIC | | | 0105 801-07023 4.000 EACH | 4900.00000 19600.00| 4000.00000 16000.00| 4000.00000 16000.00 ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0106 801-07119 160.000 m | 35.20000 5632.00| 40.00000 6400.00| 34.45000 5512.00 BARRICADE, III-B | | | 0107 801-08401 200.000 m | 82.00000 16400.00| 77.00000 15400.00| 85.14000 17028.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0108 801-94295 8.000 EACH | 112.25000 898.00| 120.00000 960.00| 110.00000 880.00 SIGNAL HEAD, RELOCATE | | | 0109 802-05701 285.900 m | 30.60000 8748.54| 30.00000 8577.00| 30.00000 8577.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0110 802-76025 27.590 m2 | 97.00000 2676.23| 95.00000 2621.05| 95.00000 2621.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0111 802-76035 29.430 m2 | 102.00000 3001.86| 100.00000 2943.00| 100.00000 2943.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0112 802-76045 3.510 m2 | 110.25000 386.98| 108.00000 379.08| 108.00000 379.08 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0113 802-91122 14.000 EACH | 127.60000 1786.40| 125.00000 1750.00| 125.00000 1750.00 SIGN, GROUND MOUNTED, RESET | | | 0114 805-01842 4.000 EACH | 870.00000 3480.00| 925.00000 3700.00| 850.00000 3400.00 HANDHOLE, SIGNAL | | | 0115 805-01879 1.000 EACH | 765.00000 765.00| 825.00000 825.00| 750.00000 750.00 SIGNAL SERVICE, INSTALL | | | 0116 805-02037 3.000 EACH | 2800.00000 8400.00| 2935.00000 8805.00| 2700.00000 8100.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0117 805-02069 1.000 EACH | 2900.00000 2900.00| 3045.00000 3045.00| 2800.00000 2800.00 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0118 805-02087 LUMP | 510.00000 510.00| 545.00000 545.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0119 805-02151 8.000 EACH | 460.00000 3680.00| 490.00000 3920.00| 450.00000 3600.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0120 805-02855 4.000 EACH | 1025.00000 4100.00| 1085.00000 4340.00| 1000.00000 4000.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -16 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-0175870 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 805-06592 125.000 m | 41.00000 5125.00| 43.50000 5437.50| 40.00000 5000.00 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0122 805-78100 1.000 EACH | 12300.00000 12300.00| 13050.00000 13050.00| 12000.00000 12000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0123 805-78205 8.000 EACH | 535.00000 4280.00| 570.00000 4560.00| 525.00000 4200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0124 805-78467 20.000 m | 5.15000 103.00| 5.45000 109.00| 5.00000 100.00 SIGNAL CABLE, 3C 8GA. | | | 0125 805-78470 840.000 m | 0.75000 630.00| 0.80000 672.00| 0.75000 630.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0126 805-78480 327.000 m | 3.10000 1013.70| 3.25000 1062.75| 3.00000 981.00 SIGNAL CABLE, 3C 14GA. | | | 0127 805-78485 380.000 m | 4.10000 1558.00| 4.25000 1615.00| 4.00000 1520.00 SIGNAL CABLE, 5C 14GA. | | | 0128 805-78510 394.000 m | 3.75000 1477.50| 3.95000 1556.30| 3.65000 1438.10 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0129 805-78785 6.000 EACH | 765.00000 4590.00| 815.00000 4890.00| 750.00000 4500.00 SIGNAL DETECTOR HOUSING | | | 0130 805-78795 252.000 m | 23.50000 5922.00| 25.00000 6300.00| 23.00000 5796.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78925 1.000 EACH | 715.00000 715.00| 760.00000 760.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0132 805-92504 6.000 EACH | 395.00000 2370.00| 420.00000 2520.00| 385.00000 2310.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0133 805-96121 1.000 EACH | 125.00000 125.00| 130.00000 130.00| 120.00000 120.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0134 808-05929 733.000 m | 3.75000 2748.75| 4.00000 2932.00| 3.67000 2690.11 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0135 808-06705 1548.000 m | 2.10000 3250.80| 2.21000 3421.08| 2.03000 3142.44 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0136 808-75240 660.000 m | 1.05000 693.00| 1.10000 726.00| 1.02000 673.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0137 808-75245 5034.000 m | 1.05000 5285.70| 1.10000 5537.40| 1.02000 5134.68 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0138 808-75272 118.000 m | 11.40000 1345.20| 12.00000 1416.00| 11.15000 1315.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -17 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1128289 |( 6 ) 35-0175870 |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-75290 50.000 m | 11.40000 570.00| 12.00000 600.00| 11.15000 557.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0140 808-75297 126.000 m | 11.40000 1436.40| 12.00000 1512.00| 11.15000 1404.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0141 808-75320 30.000 EACH | 60.50000 1815.00| 64.00000 1920.00| 59.00000 1770.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0142 808-75325 26.000 EACH | 88.00000 2288.00| 93.50000 2431.00| 86.00000 2236.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 7,967,896.80| $ 8,126,456.14| $ 8,763,336.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,967,896.80| $ 8,126,456.14| $ 8,763,336.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -18 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 117360.00000 117360.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 106.01000 424.04| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 120.000 MOS | 106.01000 12721.20| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 452759.62000 452759.62| | MOBILIZATION AND DEMOBILIZATION | | | 0013 113-01614 LUMP | 12550.00000 12550.00| | PARTNERING OVERHEAD | | | 0014 201-52370 LUMP | 42500.00000 42500.00| | CLEARING RIGHT OF WAY | | | 0015 202-02240 24345.000 m2 | 13.87000 337665.15| | PAVEMENT REMOVAL | | | 0016 202-74025 308.000 m | 5.60000 1724.80| | FENCE, REMOVE | | | 0017 203-02000 14058.000 m3 | 50.68000 712459.44| | EXCAVATION, COMMON | | | 0018 205-06931 14.000 Mg | 130.52000 1827.28| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 29.000 EACH | 80.00000 2320.00| | TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -19 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 4080.000 m | 3.81000 15544.80| | TEMPORARY SILT FENCE | | | 0021 207-08267 4495.000 m2 | 12.80000 57536.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0022 207-08268 38968.000 m2 | 12.06000 469954.08| | SUBGRADE TREATMENT, TYPE IV | | | 0023 211-09264 18007.000 m3 | 19.41000 349515.87| | STRUCTURE BACKFILL, TYPE 1 | | | 0024 301-07448 2081.000 Mg | 13.70000 28509.70| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 304-07490 237.000 Mg | 155.92000 36953.04| | HMA PATCHING, TYPE B | | | 0026 401-06264 LUMP | 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0027 401-07335 2976.000 Mg | 110.00000 327360.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0028 401-07404 4956.000 Mg | 79.00000 391524.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0029 401-07409 17373.000 Mg | 67.00000 1163991.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0030 401-07430 8524.000 Mg | 78.00000 664872.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0031 406-05520 37.900 Mg | 600.00000 22740.00| | ASPHALT FOR TACK COAT | | | 0032 506-06333 43.000 m2 | 114.02000 4902.86| | PCCP PATCHING, FULL DEPTH | | | 0033 603-03692 83.000 m | 37.10000 3079.30| | FENCE, WOOD | | | 0034 603-06040 94.900 m | 26.50000 2514.85| | FENCE, FARM FIELD, 1190 mm | | | 0035 603-06045 130.100 m | 55.20000 7181.52| | FENCE, CHAIN LINK, 1220 mm | | | 0036 604-05250 4455.000 m | 1.39000 6192.45| | PREFORMED JOINT MATERIAL, 13.0 mm | | | 0037 604-06069 330.000 m2 | 129.29000 42665.70| | CURB RAMP, CONCRETE | | | 0038 604-07894 36.000 m2 | 129.08000 4646.88| | CURB RAMP, CONCRETE, A | | | 0039 604-07901 5.000 m2 | 92.67000 463.35| | CURB RAMP, CONCRETE, G | | | 0040 604-07902 35.000 m2 | 92.33000 3231.55| | CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -20 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 604-07903 39.000 m2 | 92.27000 3598.53| | CURB RAMP, CONCRETE, K | | | 0042 604-91531 6860.000 m2 | 50.18000 344234.80| | SIDEWALK, CONCRETE, 100 mm | | | 0043 605-04742 LUMP | 26503.09000 26503.09| | WALL , BASEMENT, CONSTRUCTION, PARCEL 7 | | | 0044 605-06120 229.000 m | 42.34000 9695.86| | CURB, CONCRETE | | | 0045 605-06140 4165.000 m | 50.52000 210415.80| | CURB AND GUTTER, CONCRETE | | | 0046 610-07486 10.000 Mg | 170.00000 1700.00| | HMA FOR APPROACHES, TYPE A | | | 0047 610-08446 815.000 m2 | 84.09000 68533.35| | PCCP FOR APPROACHES, 150 mm | | | 0048 610-09108 3653.000 m2 | 84.09000 307180.77| | PCCP FOR APPROACHES, 225 mm | | | 0049 611-06497 17.000 EACH | 120.00000 2040.00| | MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 6.000 EACH | 150.00000 900.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06505 23.000 EACH | 450.00000 10350.00| | MONUMENT, B | | | 0052 615-06510 8.000 EACH | 350.00000 2800.00| | MONUMENT, C | | | 0053 616-02320 149.000 m2 | 1.75000 260.75| | GEOTEXTILES | | | 0054 616-03472 69.000 Mg | 92.01000 6348.69| | RIPRAP, REVETMENT 450 mm | | | 0055 621-01004 2.000 EACH | 513.00000 1026.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-02770 50.000 m2 | 2.00000 100.00| | EROSION CONTROL BLANKET | | | 0057 621-06545 5.800 Mg | 817.00000 4738.60| | FERTILIZER | | | 0058 621-06554 891.000 kg | 9.19000 8188.29| | SEED MIXTURE, U | | | 0059 621-06557 248.000 kg | 7.13000 1768.24| | SEED MIXTURE, T | | | 0060 621-06565 31.800 Mg | 400.00000 12720.00| | MULCHING MATERIAL | | | 0061 621-06567 940.000 kL | 0.50000 470.00| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -21 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 621-06575 16656.000 m2 | 2.95000 49135.20| | SODDING, NURSERY | | | 0063 622-91786 12.000 EACH | 8.25000 99.00| | SEEDLING | | | 0064 628-09403 30.000 MOS | 2332.27000 69968.10| | FIELD OFFICE, C | | | 0065 715-05024 689.000 m | 465.98000 321060.22| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0066 715-05048 5137.000 m | 8.27000 42482.99| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05053 120.000 m | 55.42000 6650.40| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0068 715-05147 14.000 m | 196.77000 2754.78| | PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0069 715-05149 1629.000 m | 252.70000 411648.30| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 227.000 m | 219.14000 49744.78| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 178.000 m | 238.27000 42412.06| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05154 709.000 m | 331.13000 234771.17| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0073 715-05156 179.000 m | 350.87000 62805.73| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-05159 36.000 m | 368.58000 13268.88| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0075 715-05161 1199.000 m | 920.96000 1104231.04| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0076 715-05342 18.000 m | 611.82000 11012.76| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0077 715-06004 1.000 EACH | 6031.71000 6031.71| | CONCRETE ANCHOR, 1200 mm | | | 0078 715-46000 1.000 EACH | 371.41000 371.41| | PIPE END SECTION, 300 mm | | | 0079 718-06528 2.000 EACH | 625.00000 1250.00| | OUTLET PROTECTOR, 1 | | | 0080 718-06532 1000.000 m | 3.95000 3950.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 997.000 m3 | 22.16000 22093.52| | AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 17205.000 m2 | 0.61000 10495.05| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -22 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 720-01059 3.000 EACH | 7488.62000 22465.86| | MANHOLE, E4, DROP | | | 0084 720-08559 1.000 EACH | 67296.59000 67296.59| | BEST MANAGEMENT PRACTICES , STR. NO. 31 | | | 0085 720-44000 18.000 EACH | 1073.48000 19322.64| | CASTING, ADJUST TO GRADE | | | 0086 720-44025 3.000 EACH | 1205.22000 3615.66| | CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0087 720-45030 27.000 EACH | 2170.01000 58590.27| | INLET, E7 | | | 0088 720-45035 1.000 EACH | 2169.84000 2169.84| | INLET, F7 | | | 0089 720-45410 33.000 EACH | 3366.62000 111098.46| | MANHOLE, C4 | | | 0090 720-45415 29.000 EACH | 5174.80000 150069.20| | MANHOLE, D4 | | | 0091 720-45416 12.000 EACH | 7192.40000 86308.80| | MANHOLE, E4 | | | 0092 720-45425 2.000 EACH | 10668.73000 21337.46| | MANHOLE, F4 | | | 0093 720-98174 77.000 EACH | 2855.86000 219901.22| | INLET, B15 | | | 0094 720-98555 93.000 EACH | 2856.95000 265696.35| | INLET, C15 | | | 0095 720-98625 3.000 EACH | 5117.14000 15351.42| | MANHOLE, C4, DROP | | | 0096 721-43155 1.000 EACH | 16879.12000 16879.12| | AUTOMATIC DRAINAGE GATE, 1200 mm X 1200 | | | mm | | | 0097 732-07128 4860.000 m | 4.10000 19926.00| | VIDEO INSPECTION | | | 0098 801-03290 4.000 EACH | 255.00000 1020.00| | CONSTRUCTION SIGN, C | | | 0099 801-04308 22.000 EACH | 475.00000 10450.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06207 10000.000 m | 3.14000 31400.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0101 801-06625 48.000 EACH | 96.00000 4608.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0102 801-06640 25.000 EACH | 195.00000 4875.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -23 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 801-06645 2.000 EACH | 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0104 801-06775 LUMP | 35000.00000 35000.00| | MAINTAINING TRAFFIC | | | 0105 801-07023 4.000 EACH | 4800.00000 19200.00| | ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0106 801-07119 160.000 m | 34.45000 5512.00| | BARRICADE, III-B | | | 0107 801-08401 200.000 m | 149.13000 29826.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0108 801-94295 8.000 EACH | 110.00000 880.00| | SIGNAL HEAD, RELOCATE | | | 0109 802-05701 285.900 m | 30.00000 8577.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0110 802-76025 27.590 m2 | 95.00000 2621.05| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0111 802-76035 29.430 m2 | 100.00000 2943.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0112 802-76045 3.510 m2 | 108.00000 379.08| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0113 802-91122 14.000 EACH | 125.00000 1750.00| | SIGN, GROUND MOUNTED, RESET | | | 0114 805-01842 4.000 EACH | 850.00000 3400.00| | HANDHOLE, SIGNAL | | | 0115 805-01879 1.000 EACH | 750.00000 750.00| | SIGNAL SERVICE, INSTALL | | | 0116 805-02037 3.000 EACH | 2700.00000 8100.00| | SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0117 805-02069 1.000 EACH | 2800.00000 2800.00| | SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0118 805-02087 LUMP | 500.00000 500.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0119 805-02151 8.000 EACH | 450.00000 3600.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0120 805-02855 4.000 EACH | 1000.00000 4000.00| | SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 1850 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -24 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 805-06592 125.000 m | 40.00000 5000.00| | CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0122 805-78100 1.000 EACH | 13500.00000 13500.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0123 805-78205 8.000 EACH | 525.00000 4200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0124 805-78467 20.000 m | 5.00000 100.00| | SIGNAL CABLE, 3C 8GA. | | | 0125 805-78470 840.000 m | 0.75000 630.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0126 805-78480 327.000 m | 3.00000 981.00| | SIGNAL CABLE, 3C 14GA. | | | 0127 805-78485 380.000 m | 4.00000 1520.00| | SIGNAL CABLE, 5C 14GA. | | | 0128 805-78510 394.000 m | 3.65000 1438.10| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0129 805-78785 6.000 EACH | 750.00000 4500.00| | SIGNAL DETECTOR HOUSING | | | 0130 805-78795 252.000 m | 23.00000 5796.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78925 1.000 EACH | 700.00000 700.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0132 805-92504 6.000 EACH | 385.00000 2310.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0133 805-96121 1.000 EACH | 120.00000 120.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0134 808-05929 733.000 m | 3.67000 2690.11| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0135 808-06705 1548.000 m | 2.03000 3142.44| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0136 808-75240 660.000 m | 1.02000 673.20| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0137 808-75245 5034.000 m | 1.02000 5134.68| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0138 808-75272 118.000 m | 11.15000 1315.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 250 -25 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : R -28931-A COUNTIES : SHELBY LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-75290 50.000 m | 11.15000 557.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0140 808-75297 126.000 m | 11.15000 1404.90| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0141 808-75320 30.000 EACH | 59.00000 1770.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0142 808-75325 26.000 EACH | 86.00000 2236.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 10,114,548.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,114,548.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -1 VENDOR RANKING CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 08/31/09 LOCATION : ON US 6 AT MANDER ROAD, 1.54 MILES EAST OF SR 49 PROJECT(S) : 2122010 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1068009 DYER CONSTRUCTION CO $ 799,999.99 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 817,353.74 102.1692% 3 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 824,921.64 103.1152% 4 35-1035122 GARIUP CONSTRUCTION CO INC $ 957,600.00 119.7000% 5 35-1569222 GRIMMER CONSTRUCTION INC $ 1,016,823.76 127.1030% 6 35-1339168 LAPORTE CONSTRUCTION CO $ 1,056,140.47 132.0176% 7 35-1120685 WALSH & KELLY INC $ 1,159,889.31 144.9862% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -2 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY 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 | 7487.37000 7487.37| 9200.00000 9200.00| 53500.00000 53500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 55217.13000 55217.13| 40800.00000 40800.00| 41000.00000 41000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 19519.41000 19519.41| 8200.00000 8200.00| 8200.00000 8200.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 180.000 LFT | 4.00000 720.00| 4.00000 720.00| 4.75000 855.00 GUARDRAIL, REMOVE | | | 0009 202-02271 2.000 EACH | 574.84000 1149.68| 500.00000 1000.00| 400.00000 800.00 HEADWALL, REMOVE | | | 0010 202-02637 127.000 LFT | 20.24000 2570.48| 2.00000 254.00| 35.50000 4508.50 PIPE, ABANDON AND GROUT FILL | | | 0011 202-02928 1.000 EACH | 426.56000 426.56| 1500.00000 1500.00| 400.00000 400.00 CATCH BASIN, REMOVE | | | 0012 202-93741 1.000 EACH | 225.00000 225.00| 360.00000 360.00| 225.00000 225.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 5840.000 CYS | 19.65000 114756.00| 14.50000 84680.00| 12.25000 71540.00 EXCAVATION, COMMON | | | 0015 205-03371 10.000 CYS | 64.69000 646.90| 85.48000 854.80| 24.25000 242.50 SEDIMENT, REMOVE | | | 0016 205-06931 632.000 TON | 38.58000 24382.56| 30.00000 18960.00| 62.00000 39184.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 14.000 LFT | 25.45000 356.30| 25.45000 356.30| 25.45000 356.30 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 1.000 EACH | 125.00000 125.00| 125.00000 125.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06937 2050.000 LFT | 2.47000 5063.50| 1.84000 3772.00| 1.84000 3772.00 TEMPORARY SILT FENCE | | | 0020 207-08263 4351.000 SYS | 12.91000 56171.41| 9.28000 40377.28| 8.00000 34808.00 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -3 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 211-09265 214.000 CYS | 19.63000 4200.82| 63.71000 13633.94| 54.25000 11609.50 STRUCTURE BACKFILL, TYPE 2 | | | 0022 301-07448 995.000 TON | 26.97000 26835.15| 27.86000 27720.70| 26.00000 25870.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 306-08034 5363.000 SYS | 1.27000 6811.01| 1.49000 7990.87| 2.00000 10726.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0024 402-07432 129.000 TON | 92.60000 11945.40| 92.60000 11945.40| 92.60000 11945.40 HMA SURFACE, TYPE A | | | 0025 402-07440 349.000 TON | 60.10000 20974.90| 60.10000 20974.90| 62.10000 21672.90 HMA BASE, TYPE A | | | 0026 402-07784 643.000 TON | 87.00000 55941.00| 87.00000 55941.00| 87.00000 55941.00 HMA SURFACE, TYPE D | | | 0027 402-07785 338.000 TON | 71.50000 24167.00| 71.50000 24167.00| 71.50000 24167.00 HMA INTERMEDIATE, TYPE D | | | 0028 402-07786 1446.000 TON | 57.20000 82711.20| 57.20000 82711.20| 57.20000 82711.20 HMA BASE, TYPE D | | | 0029 406-05520 2.960 TON | 424.00000 1255.04| 424.00000 1255.04| 424.00000 1255.04 ASPHALT FOR TACK COAT | | | 0030 601-01846 2.000 EACH | 1360.00000 2720.00| 1360.00000 2720.00| 1850.00000 3700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-03677 2.000 EACH | 945.00000 1890.00| 945.00000 1890.00| 650.00000 1300.00 ANCHOR, TYPE 5 | | | 0032 601-94689 2.000 EACH | 2580.00000 5160.00| 2580.00000 5160.00| 2750.00000 5500.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 539.000 LFT | 18.50000 9971.50| 18.50000 9971.50| 17.00000 9163.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07487 68.400 TON | 116.00000 7934.40| 116.00000 7934.40| 116.00000 7934.40 HMA FOR APPROACHES, TYPE B | | | 0035 610-08446 80.200 SYS | 40.00000 3208.00| 56.45000 4527.29| 84.50000 6776.90 PCCP FOR APPROACHES, 6 IN. | | | 0036 611-06497 2.000 EACH | 179.00000 358.00| 179.00000 358.00| 180.00000 360.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-06498 3.000 EACH | 349.00000 1047.00| 349.00000 1047.00| 245.00000 735.00 MAILBOX ASSEMBLY, DOUBLE | | | 0038 615-06490 2.000 EACH | 190.00000 380.00| 190.00000 380.00| 130.00000 260.00 RIGHT OF WAY MARKER | | | 0039 615-06505 2.000 EACH | 690.00000 1380.00| 690.00000 1380.00| 775.00000 1550.00 MONUMENT, B | | | 0040 616-02320 385.000 SYS | 1.57000 604.45| 10.00000 3850.00| 2.50000 962.50 GEOTEXTILES | | | 0041 616-06451 174.000 TON | 47.69000 8298.06| 100.00000 17400.00| 47.75000 8308.50 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -4 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 621-01004 1.000 EACH | 375.00000 375.00| 375.00000 375.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 1.140 TON | 1727.00000 1968.78| 1727.00000 1968.78| 1727.00000 1968.78 FERTILIZER | | | 0044 621-06553 486.000 LBS | 2.95000 1433.70| 2.95000 1433.70| 2.95000 1433.70 SEED MIXTURE, R | | | 0045 621-06565 5.720 TON | 372.00000 2127.84| 372.00000 2127.84| 372.00000 2127.84 MULCHING MATERIAL | | | 0046 621-06567 15.000 kGAL | 2.00000 30.00| 2.00000 30.00| 2.00000 30.00 WATER | | | 0047 621-06574 782.000 SYS | 5.80000 4535.60| 7.36000 5755.52| 5.80000 4535.60 SODDING | | | 0048 621-08161 760.000 SYS | 5.54000 4210.40| 5.54000 4210.40| 5.54000 4210.40 PERMANENT TURF REINFORCEMENT MAT | | | 0049 628-09401 8.000 MOS | 2244.45000 17955.60| 3400.00000 27200.00| 2500.00000 20000.00 FIELD OFFICE, A | | | 0050 628-09407 8.000 MOS | 180.62000 1444.96| 240.00000 1920.00| 210.00000 1680.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0051 714-01634 72.000 LFT | 730.10000 52567.20| 1925.60000 138643.20| 1440.00000 103680.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 4' | | | 0052 714-08514 101.600 SFT | 271.44000 27578.30| 145.00000 14732.00| 110.00000 11176.00 WINGWALL , PRECAST CONCRETE | | | 0053 715-05119 69.000 LFT | 52.90000 3650.10| 9.20000 634.80| 10.00000 690.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0054 715-05169 204.000 LFT | 48.38000 9869.52| 60.50000 12342.00| 42.45000 8659.80 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-46005 9.000 EACH | 330.05000 2970.45| 324.00000 2916.00| 233.00000 2097.00 PIPE END SECTION, 15 IN. | | | 0056 716-07631 69.000 LFT | 49.50000 3415.50| 167.00000 11523.00| 302.00000 20838.00 PIPE INSTALLATION, TRENCHLESS, 15 IN. | | | 0057 720-45130 1.000 EACH | 1261.10000 1261.10| 4300.00000 4300.00| 1589.00000 1589.00 INLET, E7, MODIFIED | | | 0058 801-01093 2.000 EACH | 395.00000 790.00| 395.00000 790.00| 395.00000 790.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0059 801-03290 2.000 EACH | 155.00000 310.00| 155.00000 310.00| 155.00000 310.00 CONSTRUCTION SIGN, C | | | 0060 801-06203 14540.000 LFT | 0.08000 1163.20| 0.08000 1163.20| 0.08000 1163.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -5 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-06640 3.000 EACH | 107.00000 321.00| 107.00000 321.00| 107.00000 321.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 2.000 EACH | 35.00000 70.00| 35.00000 70.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 15071.49000 15071.49| 7700.00000 7700.00| 13677.00000 13677.00 MAINTAINING TRAFFIC | | | 0064 801-07023 6.000 EACH | 3325.00000 19950.00| 3325.00000 19950.00| 5900.00000 35400.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0065 801-07118 12.000 LFT | 9.50000 114.00| 9.50000 114.00| 9.50000 114.00 BARRICADE, III-A | | | 0066 801-08388 1962.000 LFT | 27.33000 53621.46| 18.00000 35316.00| 14.50000 28449.00 TEMPORARY TRAFFIC BARRIER | | | 0067 802-02475 5.000 EACH | 195.00000 975.00| 270.00000 1350.00| 300.00000 1500.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0068 802-03821 2.000 EACH | 236.00000 472.00| 370.00000 740.00| 386.00000 772.00 SIGN, SHEET WITH LEGEND | | | 0069 808-06716 1820.000 LFT | 0.44000 800.80| 0.44000 800.80| 0.44000 800.80 LINE, REMOVE | | | 0070 808-75205 5014.000 LFT | 0.32000 1604.48| 0.32000 1604.48| 0.32000 1604.48 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-75240 679.000 LFT | 0.32000 217.28| 0.32000 217.28| 0.32000 217.28 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0072 808-75245 2641.000 LFT | 0.32000 845.12| 0.32000 845.12| 0.32000 845.12 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0073 808-75996 42.000 EACH | 5.64000 236.88| 9.50000 399.00| 9.50000 399.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 42.000 EACH | 34.00000 1428.00| 34.00000 1428.00| 34.00000 1428.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0075 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 799,999.99| $ 817,353.74| $ 824,921.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 799,999.99| $ 817,353.74| $ 824,921.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -6 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-1569222 |( 6 ) 35-1339168 |GARIUP CONSTRUCTION CO INC |GRIMMER CONSTRUCTION INC |LAPORTE CONSTRUCTION CO 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| 12000.00000 12000.00| 20103.92000 20103.92 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 85549.26000 85549.26| 47000.00000 47000.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 40000.00000 40000.00| 62000.00000 62000.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 180.000 LFT | 4.00000 720.00| 6.10000 1098.00| 4.00000 720.00 GUARDRAIL, REMOVE | | | 0009 202-02271 2.000 EACH | 450.00000 900.00| 628.00000 1256.00| 2204.90000 4409.80 HEADWALL, REMOVE | | | 0010 202-02637 127.000 LFT | 60.00000 7620.00| 13.40000 1701.80| 27.44000 3484.88 PIPE, ABANDON AND GROUT FILL | | | 0011 202-02928 1.000 EACH | 275.00000 275.00| 578.00000 578.00| 559.25000 559.25 CATCH BASIN, REMOVE | | | 0012 202-93741 1.000 EACH | 360.00000 360.00| 396.00000 396.00| 360.00000 360.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 5840.000 CYS | 17.50000 102200.00| 23.70000 138408.00| 25.81000 150730.40 EXCAVATION, COMMON | | | 0015 205-03371 10.000 CYS | 30.00000 300.00| 79.20000 792.00| 24.34000 243.40 SEDIMENT, REMOVE | | | 0016 205-06931 632.000 TON | 90.00000 56880.00| 43.80000 27681.60| 46.13000 29154.16 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 14.000 LFT | 30.00000 420.00| 27.50000 385.00| 26.57000 371.98 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 1.000 EACH | 200.00000 200.00| 135.00000 135.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06937 2050.000 LFT | 5.00000 10250.00| 2.00000 4100.00| 3.63000 7441.50 TEMPORARY SILT FENCE | | | 0020 207-08263 4351.000 SYS | 21.00000 91371.00| 9.15000 39811.65| 18.95000 82451.45 SUBGRADE TREATMENT, TYPE IA | | | 0021 211-09265 214.000 CYS | 20.00000 4280.00| 32.90000 7040.60| 54.51000 11665.14 STRUCTURE BACKFILL, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -7 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-1569222 |( 6 ) 35-1339168 |GARIUP CONSTRUCTION CO INC |GRIMMER CONSTRUCTION INC |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 301-07448 995.000 TON | 21.00000 20895.00| 29.40000 29253.00| 28.04000 27899.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 306-08034 5363.000 SYS | 2.00000 10726.00| 1.30000 6971.90| 3.04000 16303.52 MILLING, ASPHALT, 1 1/2 IN. | | | 0024 402-07432 129.000 TON | 93.00000 11997.00| 104.00000 13416.00| 92.60000 11945.40 HMA SURFACE, TYPE A | | | 0025 402-07440 349.000 TON | 60.00000 20940.00| 68.35000 23854.15| 60.10000 20974.90 HMA BASE, TYPE A | | | 0026 402-07784 643.000 TON | 87.00000 55941.00| 98.00000 63014.00| 87.00000 55941.00 HMA SURFACE, TYPE D | | | 0027 402-07785 338.000 TON | 72.00000 24336.00| 81.00000 27378.00| 71.50000 24167.00 HMA INTERMEDIATE, TYPE D | | | 0028 402-07786 1446.000 TON | 58.00000 83868.00| 65.00000 93990.00| 57.20000 82711.20 HMA BASE, TYPE D | | | 0029 406-05520 2.960 TON | 424.00000 1255.04| 460.00000 1361.60| 424.00000 1255.04 ASPHALT FOR TACK COAT | | | 0030 601-01846 2.000 EACH | 1360.00000 2720.00| 1730.00000 3460.00| 1360.00000 2720.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-03677 2.000 EACH | 950.00000 1900.00| 540.00000 1080.00| 945.00000 1890.00 ANCHOR, TYPE 5 | | | 0032 601-94689 2.000 EACH | 2600.00000 5200.00| 2920.00000 5840.00| 2580.00000 5160.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 539.000 LFT | 19.00000 10241.00| 18.40000 9917.60| 18.50000 9971.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07487 68.400 TON | 116.00000 7934.40| 130.00000 8892.00| 116.00000 7934.40 HMA FOR APPROACHES, TYPE B | | | 0035 610-08446 80.200 SYS | 65.00000 5213.00| 68.10000 5461.62| 169.31000 13578.66 PCCP FOR APPROACHES, 6 IN. | | | 0036 611-06497 2.000 EACH | 180.00000 360.00| 216.00000 432.00| 179.00000 358.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-06498 3.000 EACH | 350.00000 1050.00| 259.00000 777.00| 349.00000 1047.00 MAILBOX ASSEMBLY, DOUBLE | | | 0038 615-06490 2.000 EACH | 190.00000 380.00| 243.00000 486.00| 190.00000 380.00 RIGHT OF WAY MARKER | | | 0039 615-06505 2.000 EACH | 700.00000 1400.00| 648.00000 1296.00| 690.00000 1380.00 MONUMENT, B | | | 0040 616-02320 385.000 SYS | 4.00000 1540.00| 0.90000 346.50| 3.09000 1189.65 GEOTEXTILES | | | 0041 616-06451 174.000 TON | 90.00000 15660.00| 54.10000 9413.40| 51.89000 9028.86 RIPRAP, UNIFORM | | | 0042 621-01004 1.000 EACH | 400.00000 400.00| 405.00000 405.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -8 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-1569222 |( 6 ) 35-1339168 |GARIUP CONSTRUCTION CO INC |GRIMMER CONSTRUCTION INC |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 621-06545 1.140 TON | 1800.00000 2052.00| 1870.00000 2131.80| 1727.00000 1968.78 FERTILIZER | | | 0044 621-06553 486.000 LBS | 3.00000 1458.00| 3.20000 1555.20| 2.95000 1433.70 SEED MIXTURE, R | | | 0045 621-06565 5.720 TON | 375.00000 2145.00| 402.00000 2299.44| 372.00000 2127.84 MULCHING MATERIAL | | | 0046 621-06567 15.000 kGAL | 10.00000 150.00| 2.20000 33.00| 2.00000 30.00 WATER | | | 0047 621-06574 782.000 SYS | 6.00000 4692.00| 14.25000 11143.50| 7.36000 5755.52 SODDING | | | 0048 621-08161 760.000 SYS | 6.00000 4560.00| 6.00000 4560.00| 5.54000 4210.40 PERMANENT TURF REINFORCEMENT MAT | | | 0049 628-09401 8.000 MOS | 3475.00000 27800.00| 2600.00000 20800.00| 2775.29000 22202.32 FIELD OFFICE, A | | | 0050 628-09407 8.000 MOS | 400.00000 3200.00| 380.00000 3040.00| 310.00000 2480.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0051 714-01634 72.000 LFT | 550.00000 39600.00| 1250.00000 90000.00| 1355.55000 97599.60 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 7' X 4' | | | 0052 714-08514 101.600 SFT | 94.00000 9550.40| 425.00000 43180.00| 224.48000 22807.17 WINGWALL , PRECAST CONCRETE | | | 0053 715-05119 69.000 LFT | 50.00000 3450.00| 95.00000 6555.00| 60.68000 4186.92 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0054 715-05169 204.000 LFT | 51.00000 10404.00| 71.10000 14504.40| 53.52000 10918.08 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-46005 9.000 EACH | 400.00000 3600.00| 1190.00000 10710.00| 471.06000 4239.54 PIPE END SECTION, 15 IN. | | | 0056 716-07631 69.000 LFT | 230.00000 15870.00| 275.00000 18975.00| 412.60000 28469.40 PIPE INSTALLATION, TRENCHLESS, 15 IN. | | | 0057 720-45130 1.000 EACH | 2700.00000 2700.00| 1690.00000 1690.00| 3773.43000 3773.43 INLET, E7, MODIFIED | | | 0058 801-01093 2.000 EACH | 400.00000 800.00| 427.00000 854.00| 395.00000 790.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0059 801-03290 2.000 EACH | 155.00000 310.00| 167.00000 334.00| 155.00000 310.00 CONSTRUCTION SIGN, C | | | 0060 801-06203 14540.000 LFT | 0.15000 2181.00| 0.13000 1890.20| 0.08000 1163.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0061 801-06640 3.000 EACH | 110.00000 330.00| 116.00000 348.00| 107.00000 321.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 2.000 EACH | 35.00000 70.00| 37.80000 75.60| 35.00000 70.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -9 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-1569222 |( 6 ) 35-1339168 |GARIUP CONSTRUCTION CO INC |GRIMMER CONSTRUCTION INC |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 801-06775 LUMP | 5300.00000 5300.00| 35000.00000 35000.00| 73805.08000 73805.08 MAINTAINING TRAFFIC | | | 0064 801-07023 6.000 EACH | 3500.00000 21000.00| 4540.00000 27240.00| 3325.00000 19950.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0065 801-07118 12.000 LFT | 10.00000 120.00| 10.30000 123.60| 9.50000 114.00 BARRICADE, III-A | | | 0066 801-08388 1962.000 LFT | 27.00000 52974.00| 30.50000 59841.00| 26.50000 51993.00 TEMPORARY TRAFFIC BARRIER | | | 0067 802-02475 5.000 EACH | 300.00000 1500.00| 324.00000 1620.00| 270.00000 1350.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0068 802-03821 2.000 EACH | 390.00000 780.00| 417.00000 834.00| 370.00000 740.00 SIGN, SHEET WITH LEGEND | | | 0069 808-06716 1820.000 LFT | 0.50000 910.00| 0.50000 910.00| 0.44000 800.80 LINE, REMOVE | | | 0070 808-75205 5014.000 LFT | 0.35000 1754.90| 0.40000 2005.60| 0.32000 1604.48 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-75240 679.000 LFT | 0.35000 237.65| 0.35000 237.65| 0.32000 217.28 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0072 808-75245 2641.000 LFT | 0.35000 924.35| 0.35000 924.35| 0.32000 845.12 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0073 808-75996 42.000 EACH | 10.00000 420.00| 10.30000 432.60| 9.50000 399.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 42.000 EACH | 35.00000 1470.00| 36.70000 1541.40| 34.00000 1428.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0075 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 957,600.00| $ 1,016,823.76| $ 1,056,140.47 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 957,600.00| $ 1,016,823.76| $ 1,056,140.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09 PAGE : 254 -10 TABULATION OF BIDS CALL ORDER : 254 CONTRACT ID : R -29010-A COUNTIES : PORTER LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | 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 | 17000.00000 17000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | |