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 | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 80000.00000 80000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 55000.00000 55000.00| |
CLEARING RIGHT OF WAY | | |
0008 202-02241 180.000 LFT | 11.00000 1980.00| |
GUARDRAIL, REMOVE | | |
0009 202-02271 2.000 EACH | 580.00000 1160.00| |
HEADWALL, REMOVE | | |
0010 202-02637 127.000 LFT | 19.65000 2495.55| |
PIPE, ABANDON AND GROUT FILL | | |
0011 202-02928 1.000 EACH | 433.00000 433.00| |
CATCH BASIN, REMOVE | | |
0012 202-93741 1.000 EACH | 1139.00000 1139.00| |
GUARD RAIL END TREATMENT, REMOVE | | |
0013 203-02000 5840.000 CYS | 37.00000 216080.00| |
EXCAVATION, COMMON | | |
0015 205-03371 10.000 CYS | 150.00000 1500.00| |
SEDIMENT, REMOVE | | |
0016 205-06931 632.000 TON | 75.00000 47400.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06932 14.000 LFT | 25.45000 356.30| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0018 205-06933 1.000 EACH | 125.00000 125.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0019 205-06937 2050.000 LFT | 1.84000 3772.00| |
TEMPORARY SILT FENCE | | |
0020 207-08263 4351.000 SYS | 15.00000 65265.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0021 211-09265 214.000 CYS | 19.00000 4066.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 254 -11
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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 301-07448 995.000 TON | 35.00000 34825.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 306-08034 5363.000 SYS | 3.00000 16089.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0024 402-07432 129.000 TON | 120.00000 15480.00| |
HMA SURFACE, TYPE A | | |
0025 402-07440 349.000 TON | 80.00000 27920.00| |
HMA BASE, TYPE A | | |
0026 402-07784 643.000 TON | 90.00000 57870.00| |
HMA SURFACE, TYPE D | | |
0027 402-07785 338.000 TON | 87.00000 29406.00| |
HMA INTERMEDIATE, TYPE D | | |
0028 402-07786 1446.000 TON | 78.00000 112788.00| |
HMA BASE, TYPE D | | |
0029 406-05520 2.960 TON | 1700.00000 5032.00| |
ASPHALT FOR TACK COAT | | |
0030 601-01846 2.000 EACH | 1600.00000 3200.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0031 601-03677 2.000 EACH | 500.00000 1000.00| |
ANCHOR, TYPE 5 | | |
0032 601-94689 2.000 EACH | 2700.00000 5400.00| |
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 539.000 LFT | 17.00000 9163.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 610-07487 68.400 TON | 150.00000 10260.00| |
HMA FOR APPROACHES, TYPE B | | |
0035 610-08446 80.200 SYS | 100.00000 8020.00| |
PCCP FOR APPROACHES, 6 IN. | | |
0036 611-06497 2.000 EACH | 300.00000 600.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0037 611-06498 3.000 EACH | 315.00000 945.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0038 615-06490 2.000 EACH | 350.00000 700.00| |
RIGHT OF WAY MARKER | | |
0039 615-06505 2.000 EACH | 350.00000 700.00| |
MONUMENT, B | | |
0040 616-02320 385.000 SYS | 2.00000 770.00| |
GEOTEXTILES | | |
0041 616-06451 174.000 TON | 55.00000 9570.00| |
RIPRAP, UNIFORM | | |
0042 621-01004 1.000 EACH | 375.00000 375.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 254 -12
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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0043 621-06545 1.140 TON | 1727.00000 1968.78| |
FERTILIZER | | |
0044 621-06553 486.000 LBS | 2.95000 1433.70| |
SEED MIXTURE, R | | |
0045 621-06565 5.720 TON | 372.00000 2127.84| |
MULCHING MATERIAL | | |
0046 621-06567 15.000 kGAL | 2.00000 30.00| |
WATER | | |
0047 621-06574 782.000 SYS | 5.80000 4535.60| |
SODDING | | |
0048 621-08161 760.000 SYS | 5.54000 4210.40| |
PERMANENT TURF REINFORCEMENT MAT | | |
0049 628-09401 8.000 MOS | 3700.00000 29600.00| |
FIELD OFFICE, A | | |
0050 628-09407 8.000 MOS | 400.00000 3200.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0051 714-01634 72.000 LFT | 710.00000 51120.00| |
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 7' X 4' | | |
0052 714-08514 101.600 SFT | 150.00000 15240.00| |
WINGWALL , PRECAST CONCRETE | | |
0053 715-05119 69.000 LFT | 51.65000 3563.85| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0054 715-05169 204.000 LFT | 47.15000 9618.60| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0055 715-46005 9.000 EACH | 322.00000 2898.00| |
PIPE END SECTION, 15 IN. | | |
0056 716-07631 69.000 LFT | 51.65000 3563.85| |
PIPE INSTALLATION, TRENCHLESS, 15 IN. | | |
0057 720-45130 1.000 EACH | 1225.00000 1225.00| |
INLET, E7, MODIFIED | | |
0058 801-01093 2.000 EACH | 475.00000 950.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0059 801-03290 2.000 EACH | 168.00000 336.00| |
CONSTRUCTION SIGN, C | | |
0060 801-06203 14540.000 LFT | 0.16000 2326.40| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0061 801-06640 3.000 EACH | 168.00000 504.00| |
CONSTRUCTION SIGN, A | | |
0062 801-06645 2.000 EACH | 58.00000 116.00| |
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 254 -13
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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 801-06775 LUMP | 60000.00000 60000.00| |
MAINTAINING TRAFFIC | | |
0064 801-07023 6.000 EACH | 4200.00000 25200.00| |
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0065 801-07118 12.000 LFT | 18.27000 219.24| |
BARRICADE, III-A | | |
0066 801-08388 1962.000 LFT | 40.00000 78480.00| |
TEMPORARY TRAFFIC BARRIER | | |
0067 802-02475 5.000 EACH | 300.00000 1500.00| |
SIGN, PANEL, REMOVE AND RELOCATE | | |
0068 802-03821 2.000 EACH | 386.00000 772.00| |
SIGN, SHEET WITH LEGEND | | |
0069 808-06716 1820.000 LFT | 0.40000 728.00| |
LINE, REMOVE | | |
0070 808-75205 5014.000 LFT | 0.30000 1504.20| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0071 808-75240 679.000 LFT | 0.30000 203.70| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0072 808-75245 2641.000 LFT | 0.30000 792.30| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0073 808-75996 42.000 EACH | 18.00000 756.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0074 808-75998 42.000 EACH | 78.00000 3276.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0075 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
SECTION TOTALS | $ 1,159,889.31| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,159,889.31| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 10/30/09
LOCATION : ON NORTH CALUMET AVENUE 335 FEET NORTH OF VALE PARK ROAD PROJECT(S) : 0501140
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 869,079.91 100.0000%
2 35-1035122 GARIUP CONSTRUCTION CO INC $ 927,800.00 106.7566%
3 35-1120685 WALSH & KELLY INC $ 976,708.95 112.3843%
4 35-1569222 GRIMMER CONSTRUCTION INC $ 1,033,805.01 118.9540%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -2
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1035122 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 20713.00000 20713.00| 57000.00000 57000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 115.40000 230.80| 220.00000 440.00| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 115.39000 1384.68| 260.00000 3120.00| 250.00000 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 43500.00000 43500.00| 74790.58000 74790.58| 50000.00000 50000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 35225.63000 35225.63| 6000.00000 6000.00| 60000.00000 60000.00
CLEARING RIGHT OF WAY | | |
0012 202-02279 583.000 LFT | 8.21000 4786.43| 6.80000 3964.40| 8.00000 4664.00
CURB AND GUTTER, REMOVE | | |
0013 203-02000 2895.000 CYS | 9.97000 28863.15| 16.20000 46899.00| 10.00000 28950.00
EXCAVATION, COMMON | | |
0014 203-02070 800.000 CYS | 17.50000 14000.00| 15.30000 12240.00| 17.50000 14000.00
BORROW | | |
0015 205-02236 11.000 EACH | 90.00000 990.00| 100.00000 1100.00| 90.00000 990.00
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0016 205-02237 8.000 EACH | 90.00000 720.00| 100.00000 800.00| 90.00000 720.00
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0017 205-02459 LUMP | 5000.00000 5000.00| 2000.00000 2000.00| 1500.00000 1500.00
EROSION CONTROL | | |
0018 205-06937 2178.000 LFT | 1.75000 3811.50| 3.00000 6534.00| 1.75000 3811.50
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -3
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1035122 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 1500.000 SYS | 40.00000 60000.00| 19.70000 29550.00| 30.00000 45000.00
SUBGRADE TREATMENT, TYPE IA | | |
0020 211-07454 146.000 CYS | 17.55000 2562.30| 19.00000 2774.00| 17.55000 2562.30
STRUCTURE BACKFILL | | |
0021 303-01180 2065.000 TON | 26.23000 54164.95| 20.00000 41300.00| 26.25000 54206.25
COMPACTED AGGREGATE, NO. 53 | | |
0022 306-08034 17375.000 SYS | 1.70000 29537.50| 0.90000 15637.50| 2.50000 43437.50
MILLING, ASPHALT, 1 1/2 IN. | | |
0023 402-07784 1740.000 TON | 87.15000 151641.00| 92.00000 160080.00| 90.00000 156600.00
HMA SURFACE, TYPE D | | |
0024 402-07785 505.000 TON | 77.50000 39137.50| 82.00000 41410.00| 85.00000 42925.00
HMA INTERMEDIATE, TYPE D | | |
0025 402-07786 1415.000 TON | 58.40000 82636.00| 62.00000 87730.00| 82.00000 116030.00
HMA BASE, TYPE D | | |
0026 406-05520 9.000 TON | 440.00000 3960.00| 461.00000 4149.00| 800.00000 7200.00
ASPHALT FOR TACK COAT | | |
0027 604-07897 27.000 SYS | 142.00000 3834.00| 175.00000 4725.00| 175.00000 4725.00
CURB RAMP, CONCRETE, C | | |
0028 604-91531 473.000 SYS | 50.15000 23720.95| 47.00000 22231.00| 55.00000 26015.00
SIDEWALK, CONCRETE, 4 IN. | | |
0029 605-06125 35.000 LFT | 36.80000 1288.00| 40.00000 1400.00| 55.00000 1925.00
CURB, CONCRETE, MODIFIED | | |
0030 605-52807 1813.000 LFT | 17.25000 31274.25| 22.00000 39886.00| 26.00000 47138.00
CURB AND GUTTER, COMBINED | | |
0031 621-01004 1.000 EACH | 375.00000 375.00| 400.00000 400.00| 375.00000 375.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0032 621-06545 0.200 TON | 1550.00000 310.00| 1600.00000 320.00| 1550.00000 310.00
FERTILIZER | | |
0033 621-06560 2520.000 SYS | 1.02000 2570.40| 1.10000 2772.00| 1.02000 2570.40
MULCHED SEEDING, U | | |
0034 621-06565 1.000 TON | 505.00000 505.00| 520.00000 520.00| 505.00000 505.00
MULCHING MATERIAL | | |
0035 621-06570 420.000 CYS | 24.60000 10332.00| 40.00000 16800.00| 25.00000 10500.00
TOP SOIL | | |
0036 628-09401 6.000 MOS | 4291.48000 25748.88| 3200.00000 19200.00| 3000.00000 18000.00
FIELD OFFICE, A | | |
0037 715-03877 287.000 LFT | 67.22000 19292.14| 92.00000 26404.00| 67.22000 19292.14
PIPE, DUCTILE IRON, 18 IN. | | |
0038 715-05048 275.000 LFT | 4.67000 1284.25| 11.00000 3025.00| 4.67000 1284.25
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0039 715-05149 34.000 LFT | 29.52000 1003.68| 65.00000 2210.00| 29.52000 1003.68
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -4
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1035122 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 715-05151 342.000 LFT | 28.83000 9859.86| 53.00000 18126.00| 28.83000 9859.86
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0041 715-05152 58.000 LFT | 36.18000 2098.44| 67.00000 3886.00| 36.18000 2098.44
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0042 715-05156 12.000 LFT | 102.56000 1230.72| 87.00000 1044.00| 102.56000 1230.72
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0043 715-08250 360.000 LFT | 39.60000 14256.00| 71.00000 25560.00| 39.60000 14256.00
PIPE, DUCTILE IRON, 12 IN. | | |
0044 715-91361 2.000 LFT | 50.00000 100.00| 44.00000 88.00| 50.00000 100.00
PIPE, PVC, 6 IN. | | |
0045 718-52610 25.000 CYS | 50.93000 1273.25| 26.00000 650.00| 50.93000 1273.25
AGGREGATE FOR UNDERDRAINS | | |
0046 718-99153 200.000 SYS | 3.33000 666.00| 3.00000 600.00| 3.33000 666.00
GEOTEXTILES FOR UNDERDRAIN | | |
0047 720-01894 3.000 EACH | 795.00000 2385.00| 1400.00000 4200.00| 795.00000 2385.00
CASTING, FURNISH AND ADJUST TO GRADE | | |
0048 720-44000 19.000 EACH | 400.00000 7600.00| 660.00000 12540.00| 400.00000 7600.00
CASTING, ADJUST TO GRADE | | |
0049 720-45045 1.000 EACH | 2349.98000 2349.98| 2250.00000 2250.00| 2349.98000 2349.98
INLET, J10 | | |
0050 720-45250 8.000 EACH | 2914.51000 23316.08| 2650.00000 21200.00| 2550.20000 20401.60
CATCH BASIN, K10 | | |
0051 720-45410 4.000 EACH | 2597.09000 10388.36| 2900.00000 11600.00| 2597.09000 10388.36
MANHOLE, C4 | | |
0052 720-90129 1.000 EACH | 3749.43000 3749.43| 2800.00000 2800.00| 3749.43000 3749.43
MANHOLE, J2 | | |
0053 720-94840 7.000 EACH | 125.00000 875.00| 425.00000 2975.00| 125.00000 875.00
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0054 801-06640 3.000 EACH | 155.00000 465.00| 160.00000 480.00| 155.00000 465.00
CONSTRUCTION SIGN, A | | |
0055 801-06645 3.000 EACH | 50.00000 150.00| 60.00000 180.00| 50.00000 150.00
CONSTRUCTION SIGN, B | | |
0056 801-06775 LUMP | 4551.97000 4551.97| 4500.00000 4500.00| 45000.00000 45000.00
MAINTAINING TRAFFIC | | |
0057 801-07119 8.000 LFT | 12.00000 96.00| 20.00000 160.00| 12.00000 96.00
BARRICADE, III-B | | |
0058 801-94295 2.000 EACH | 245.00000 490.00| 500.00000 1000.00| 245.00000 490.00
SIGNAL HEAD, RELOCATE | | |
0059 802-05701 245.000 LFT | 13.00000 3185.00| 13.50000 3307.50| 13.00000 3185.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0060 802-07059 17.000 EACH | 55.00000 935.00| 56.00000 952.00| 55.00000 935.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -5
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1035122 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 802-07060 4.000 EACH | 125.00000 500.00| 130.00000 520.00| 125.00000 500.00
SIGN, SHEET, RELOCATE | | |
0062 802-76025 76.000 SFT | 11.60000 881.60| 12.00000 912.00| 11.60000 881.60
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0063 805-06592 950.000 LFT | 10.85000 10307.50| 11.00000 10450.00| 10.85000 10307.50
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0064 805-78470 5745.000 LFT | 0.32000 1838.40| 0.33000 1895.85| 0.32000 1838.40
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0065 805-78785 5.000 EACH | 521.00000 2605.00| 530.00000 2650.00| 521.00000 2605.00
SIGNAL DETECTOR HOUSING | | |
0066 805-78795 1840.000 LFT | 9.00000 16560.00| 9.20000 16928.00| 9.00000 16560.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0067 805-90015 3.000 EACH | 55.00000 165.00| 56.00000 168.00| 55.00000 165.00
POLE BANDS, STEEL | | |
0068 807-02191 2.000 EACH | 610.00000 1220.00| 620.00000 1240.00| 610.00000 1220.00
HANDHOLE, LIGHTING | | |
0069 807-03484 3250.000 LFT | 1.65000 5362.50| 1.70000 5525.00| 1.65000 5362.50
WIRE XHHW, NO. 4 COPPER, 1C | | |
0070 807-03738 4.000 EACH | 2600.00000 10400.00| 2650.00000 10600.00| 2600.00000 10400.00
LIGHT POLE ASSEMBLY, STREET | | |
0071 807-86605 4.000 EACH | 950.00000 3800.00| 970.00000 3880.00| 950.00000 3800.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0072 807-86910 4.000 EACH | 25.00000 100.00| 26.00000 104.00| 25.00000 100.00
CONNECTOR KIT, UNFUSED | | |
0073 807-86915 4.000 EACH | 26.00000 104.00| 27.00000 108.00| 26.00000 104.00
CONNECTOR KIT, FUSED | | |
0074 807-86920 6.000 EACH | 18.00000 108.00| 20.00000 120.00| 18.00000 108.00
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0075 807-86930 6.000 EACH | 18.00000 108.00| 19.00000 114.00| 18.00000 108.00
INSULATION LINK, NONWATERPROOFED | | |
0076 807-87556 250.000 LFT | 1.00000 250.00| 1.10000 275.00| 1.00000 250.00
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0077 808-06701 1208.000 LFT | 1.00000 1208.00| 0.37000 446.96| 0.35000 422.80
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0078 808-06703 1066.000 LFT | 1.00000 1066.00| 0.37000 394.42| 0.35000 373.10
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0079 808-06711 1063.000 LFT | 1.00000 1063.00| 0.20000 212.60| 0.12000 127.56
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -6
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1035122 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 808-06714 3100.000 LFT | 1.00000 3100.00| 0.20000 620.00| 0.12000 372.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0081 808-06716 9625.000 LFT | 0.28000 2695.00| 0.32000 3080.00| 0.28000 2695.00
LINE, REMOVE | | |
0082 808-75071 17.000 EACH | 165.00000 2805.00| 175.00000 2975.00| 165.00000 2805.00
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC LANE INDICATION ARROW | | |
0083 808-75073 7.000 EACH | 235.00000 1645.00| 250.00000 1750.00| 235.00000 1645.00
PAVEMENT MESSAGE MARKINGS PREFORMED | | |
PLASTIC, WORD ONLY | | |
0084 808-75240 610.000 LFT | 0.35000 213.50| 0.37000 225.70| 0.35000 213.50
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0085 808-75245 7697.000 LFT | 0.35000 2693.95| 0.37000 2847.89| 0.35000 2693.95
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0086 808-75297 484.000 LFT | 3.50000 1694.00| 3.80000 1839.20| 3.50000 1694.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0087 808-75300 183.000 LFT | 0.82000 150.06| 1.00000 183.00| 0.82000 150.06
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0088 808-75998 60.000 EACH | 27.07000 1624.20| 30.00000 1800.00| 27.07000 1624.20
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0089 808-96016 233.000 LFT | 1.64000 382.12| 1.80000 419.40| 1.64000 382.12
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
SECTION TOTALS | $ 869,079.91| $ 927,800.00| $ 976,708.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 869,079.91| $ 927,800.00| $ 976,708.95
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -7
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1569222 |( ) |( )
|GRIMMER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 9890.00000 9890.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 120.00000 240.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 95.90000 1150.80| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 50000.00000 50000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 40000.00000 40000.00| |
CLEARING RIGHT OF WAY | | |
0012 202-02279 583.000 LFT | 8.90000 5188.70| |
CURB AND GUTTER, REMOVE | | |
0013 203-02000 2895.000 CYS | 28.25000 81783.75| |
EXCAVATION, COMMON | | |
0014 203-02070 800.000 CYS | 15.30000 12240.00| |
BORROW | | |
0015 205-02236 11.000 EACH | 99.00000 1089.00| |
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0016 205-02237 8.000 EACH | 99.00000 792.00| |
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0017 205-02459 LUMP | 1800.00000 1800.00| |
EROSION CONTROL | | |
0018 205-06937 2178.000 LFT | 1.90000 4138.20| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -8
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1569222 |( ) |( )
|GRIMMER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08263 1500.000 SYS | 21.50000 32250.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0020 211-07454 146.000 CYS | 44.10000 6438.60| |
STRUCTURE BACKFILL | | |
0021 303-01180 2065.000 TON | 28.00000 57820.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0022 306-08034 17375.000 SYS | 2.80000 48650.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0023 402-07784 1740.000 TON | 88.00000 153120.00| |
HMA SURFACE, TYPE D | | |
0024 402-07785 505.000 TON | 92.40000 46662.00| |
HMA INTERMEDIATE, TYPE D | | |
0025 402-07786 1415.000 TON | 72.60000 102729.00| |
HMA BASE, TYPE D | | |
0026 406-05520 9.000 TON | 935.00000 8415.00| |
ASPHALT FOR TACK COAT | | |
0027 604-07897 27.000 SYS | 166.00000 4482.00| |
CURB RAMP, CONCRETE, C | | |
0028 604-91531 473.000 SYS | 53.40000 25258.20| |
SIDEWALK, CONCRETE, 4 IN. | | |
0029 605-06125 35.000 LFT | 29.20000 1022.00| |
CURB, CONCRETE, MODIFIED | | |
0030 605-52807 1813.000 LFT | 21.60000 39160.80| |
CURB AND GUTTER, COMBINED | | |
0031 621-01004 1.000 EACH | 412.00000 412.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0032 621-06545 0.200 TON | 1700.00000 340.00| |
FERTILIZER | | |
0033 621-06560 2520.000 SYS | 1.10000 2772.00| |
MULCHED SEEDING, U | | |
0034 621-06565 1.000 TON | 555.00000 555.00| |
MULCHING MATERIAL | | |
0035 621-06570 420.000 CYS | 33.50000 14070.00| |
TOP SOIL | | |
0036 628-09401 6.000 MOS | 2820.00000 16920.00| |
FIELD OFFICE, A | | |
0037 715-03877 287.000 LFT | 124.00000 35588.00| |
PIPE, DUCTILE IRON, 18 IN. | | |
0038 715-05048 275.000 LFT | 17.00000 4675.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0039 715-05149 34.000 LFT | 191.00000 6494.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -9
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1569222 |( ) |( )
|GRIMMER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 715-05151 342.000 LFT | 85.30000 29172.60| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0041 715-05152 58.000 LFT | 88.80000 5150.40| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0042 715-05156 12.000 LFT | 480.00000 5760.00| |
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0043 715-08250 360.000 LFT | 89.50000 32220.00| |
PIPE, DUCTILE IRON, 12 IN. | | |
0044 715-91361 2.000 LFT | 406.00000 812.00| |
PIPE, PVC, 6 IN. | | |
0045 718-52610 25.000 CYS | 31.40000 785.00| |
AGGREGATE FOR UNDERDRAINS | | |
0046 718-99153 200.000 SYS | 0.80000 160.00| |
GEOTEXTILES FOR UNDERDRAIN | | |
0047 720-01894 3.000 EACH | 700.00000 2100.00| |
CASTING, FURNISH AND ADJUST TO GRADE | | |
0048 720-44000 19.000 EACH | 450.00000 8550.00| |
CASTING, ADJUST TO GRADE | | |
0049 720-45045 1.000 EACH | 2220.00000 2220.00| |
INLET, J10 | | |
0050 720-45250 8.000 EACH | 2220.00000 17760.00| |
CATCH BASIN, K10 | | |
0051 720-45410 4.000 EACH | 3070.00000 12280.00| |
MANHOLE, C4 | | |
0052 720-90129 1.000 EACH | 3175.00000 3175.00| |
MANHOLE, J2 | | |
0053 720-94840 7.000 EACH | 448.00000 3136.00| |
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0054 801-06640 3.000 EACH | 330.00000 990.00| |
CONSTRUCTION SIGN, A | | |
0055 801-06645 3.000 EACH | 22.00000 66.00| |
CONSTRUCTION SIGN, B | | |
0056 801-06775 LUMP | 13700.00000 13700.00| |
MAINTAINING TRAFFIC | | |
0057 801-07119 8.000 LFT | 13.20000 105.60| |
BARRICADE, III-B | | |
0058 801-94295 2.000 EACH | 269.00000 538.00| |
SIGNAL HEAD, RELOCATE | | |
0059 802-05701 245.000 LFT | 14.30000 3503.50| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0060 802-07059 17.000 EACH | 60.50000 1028.50| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -10
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1569222 |( ) |( )
|GRIMMER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 802-07060 4.000 EACH | 137.00000 548.00| |
SIGN, SHEET, RELOCATE | | |
0062 802-76025 76.000 SFT | 12.80000 972.80| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0063 805-06592 950.000 LFT | 11.90000 11305.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0064 805-78470 5745.000 LFT | 0.35000 2010.75| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0065 805-78785 5.000 EACH | 573.00000 2865.00| |
SIGNAL DETECTOR HOUSING | | |
0066 805-78795 1840.000 LFT | 9.90000 18216.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0067 805-90015 3.000 EACH | 60.50000 181.50| |
POLE BANDS, STEEL | | |
0068 807-02191 2.000 EACH | 671.00000 1342.00| |
HANDHOLE, LIGHTING | | |
0069 807-03484 3250.000 LFT | 1.80000 5850.00| |
WIRE XHHW, NO. 4 COPPER, 1C | | |
0070 807-03738 4.000 EACH | 2860.00000 11440.00| |
LIGHT POLE ASSEMBLY, STREET | | |
0071 807-86605 4.000 EACH | 1040.00000 4160.00| |
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 150 WATT | | |
0072 807-86910 4.000 EACH | 27.50000 110.00| |
CONNECTOR KIT, UNFUSED | | |
0073 807-86915 4.000 EACH | 28.60000 114.40| |
CONNECTOR KIT, FUSED | | |
0074 807-86920 6.000 EACH | 19.80000 118.80| |
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0075 807-86930 6.000 EACH | 19.80000 118.80| |
INSULATION LINK, NONWATERPROOFED | | |
0076 807-87556 250.000 LFT | 1.10000 275.00| |
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0077 808-06701 1208.000 LFT | 0.33000 398.64| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0078 808-06703 1066.000 LFT | 0.33000 351.78| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0079 808-06711 1063.000 LFT | 0.11000 116.93| |
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 260 -11
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -29347-A COUNTIES : PORTER
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1569222 |( ) |( )
|GRIMMER CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 808-06714 3100.000 LFT | 0.11000 341.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0081 808-06716 9625.000 LFT | 0.33000 3176.25| |
LINE, REMOVE | | |
0082 808-75071 17.000 EACH | 126.00000 2142.00| |
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC LANE INDICATION ARROW | | |
0083 808-75073 7.000 EACH | 148.00000 1036.00| |
PAVEMENT MESSAGE MARKINGS PREFORMED | | |
PLASTIC, WORD ONLY | | |
0084 808-75240 610.000 LFT | 0.33000 201.30| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0085 808-75245 7697.000 LFT | 0.33000 2540.01| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0086 808-75297 484.000 LFT | 3.90000 1887.60| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0087 808-75300 183.000 LFT | 1.10000 201.30| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0088 808-75998 60.000 EACH | 34.50000 2070.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0089 808-96016 233.000 LFT | 1.50000 349.50| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
SECTION TOTALS | $ 1,033,805.01| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,033,805.01| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : R -29464-A COUNTIES : HOWARD
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : DRAINAGE DITCH CORRECTION COMPLETION DATE : 09/19/09
LOCATION : ON US 31, 1.29 MILES NORTH OF SR 26 PROJECT(S) : 0710080
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 48,810.00 100.0000%
2 35-1817530 PIONEER ASSOCIATES INC $ 62,864.00 128.7933%
3 35-1817574 YARDBERRY LANDSCAPE $ 74,913.00 153.4788%
4 35-1636776 LINKEL COMPANY $ 156,929.00 321.5099%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 270 -2
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -29464-A COUNTIES : HOWARD
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-1817574
|BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DRAINAGE DITCH CORRECTION
| | |
0001 105-06845 LUMP | 4755.00000 4755.00| 1300.00000 1300.00| 1500.00000 1500.00
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 | 2400.00000 2400.00| 5500.00000 5500.00| 2800.00000 2800.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 616-02320 130.000 SYS | 1.00000 130.00| 25.00000 3250.00| 6.00000 780.00
GEOTEXTILES | | |
0008 616-06405 40.000 TON | 50.00000 2000.00| 125.00000 5000.00| 50.00000 2000.00
RIPRAP, REVETMENT | | |
0009 616-06451 26.000 TON | 50.00000 1300.00| 150.00000 3900.00| 55.00000 1430.00
RIPRAP, UNIFORM | | |
0010 725-09480 127.000 LFT | 262.00000 33274.00| 315.00000 40005.00| 471.00000 59817.00
PIPE LINER, THERMOPLASTIC, AREA 6.4 SFT | | |
0011 801-03290 3.000 EACH | 324.00000 972.00| 140.00000 420.00| 301.00000 903.00
CONSTRUCTION SIGN, C | | |
0012 801-06640 11.000 EACH | 270.00000 2970.00| 35.00000 385.00| 189.00000 2079.00
CONSTRUCTION SIGN, A | | |
0013 801-06710 20.000 DAY | 24.00000 480.00| 35.00000 700.00| 45.00000 900.00
FLASHING ARROW SIGN | | |
0014 801-06775 LUMP | 225.00000 225.00| 2000.00000 2000.00| 2500.00000 2500.00
MAINTAINING TRAFFIC | | |
0015 804-06771 4.000 EACH | 75.00000 300.00| 100.00000 400.00| 50.00000 200.00
DELINEATOR POST, FLEXIBLE | | |
SECTION TOTALS | $ 48,810.00| $ 62,864.00| $ 74,913.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 48,810.00| $ 62,864.00| $ 74,913.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 270 -3
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -29464-A COUNTIES : HOWARD
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1636776 |( ) |( )
|LINKEL COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DRAINAGE DITCH CORRECTION
| | |
0001 105-06845 LUMP | 25000.00000 25000.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 25000.00000 25000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 616-02320 130.000 SYS | 10.00000 1300.00| |
GEOTEXTILES | | |
0008 616-06405 40.000 TON | 50.00000 2000.00| |
RIPRAP, REVETMENT | | |
0009 616-06451 26.000 TON | 50.00000 1300.00| |
RIPRAP, UNIFORM | | |
0010 725-09480 127.000 LFT | 575.00000 73025.00| |
PIPE LINER, THERMOPLASTIC, AREA 6.4 SFT | | |
0011 801-03290 3.000 EACH | 200.00000 600.00| |
CONSTRUCTION SIGN, C | | |
0012 801-06640 11.000 EACH | 200.00000 2200.00| |
CONSTRUCTION SIGN, A | | |
0013 801-06710 20.000 DAY | 55.00000 1100.00| |
FLASHING ARROW SIGN | | |
0014 801-06775 LUMP | 25000.00000 25000.00| |
MAINTAINING TRAFFIC | | |
0015 804-06771 4.000 EACH | 100.00000 400.00| |
DELINEATOR POST, FLEXIBLE | | |
SECTION TOTALS | $ 156,929.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 156,929.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -1
VENDOR RANKING
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ROAD AND BRIDGE REHABILITATION COMPLETION DATE : 07/14/10
LOCATION : ON CR 600E FROM SHELBY COUNTY LINE TO 200 FEET NORTH PROJECT(S) : 0200824
OF HOLT DITCH 0300767
0300774
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 3,657,569.85 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 3,702,845.23 101.2379%
3 35-1698047 GRADEX INC $ 3,758,769.00 102.7668%
4 35-1875662 CRIDER & CRIDER INC $ 3,814,679.01 104.2955%
5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 3,823,867.04 104.5467%
6 35-0918397 RIETH RILEY CONSTRUCTION $ 3,827,562.00 104.6477%
7 35-1139301 E & B PAVING INC $ 3,828,507.00 104.6735%
8 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 3,891,265.54 106.3894%
9 35-1357381 DAVE OMARA CONTRACTOR INC $ 3,965,730.50 108.4253%
10 90-0177865 HIS CONSTRUCTORS LLC $ 4,028,000.00 110.1278%
35-1151771 CALUMET CIVIL CONTRACTORS INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -2
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1698047
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 45000.00000 45000.00| 25000.00000 25000.00| 35000.00000 35000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 165000.00000 165000.00| 185100.00000 185100.00| 186000.00000 186000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 44000.00000 44000.00| 74050.00000 74050.00| 50000.00000 50000.00
CLEARING RIGHT OF WAY | | |
0011 202-02241 751.000 LFT | 5.25000 3942.75| 5.00000 3755.00| 5.20000 3905.20
GUARDRAIL, REMOVE | | |
0012 202-51328 LUMP | 14600.00000 14600.00| 14250.00000 14250.00| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STRUCTURE NO. 1 | | |
0013 202-51328 LUMP | 10000.00000 10000.00| 14250.00000 14250.00| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
STRUCTURE NO. 3 | | |
0014 202-51330 LUMP | 10000.00000 10000.00| 6345.00000 6345.00| 7000.00000 7000.00
PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | |
2 | | |
0015 203-02000 28034.000 CYS | 10.00000 280340.00| 7.75000 217263.50| 12.00000 336408.00
EXCAVATION, COMMON | | |
0016 205-02770 498.000 SYS | 2.20000 1095.60| 2.25000 1120.50| 2.20000 1095.60
EROSION CONTROL BLANKET | | |
0017 205-03371 62.000 CYS | 15.00000 930.00| 6.00000 372.00| 15.00000 930.00
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -3
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1698047
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06931 532.000 TON | 50.00000 26600.00| 30.00000 15960.00| 28.00000 14896.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06933 6.000 EACH | 105.00000 630.00| 108.00000 648.00| 104.00000 624.00
TEMPORARY DITCH INLET PROTECTION | | |
0020 205-06936 180.000 TON | 53.00000 9540.00| 78.00000 14040.00| 28.00000 5040.00
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 3751.000 LFT | 1.35000 5063.85| 1.45000 5438.95| 1.38000 5176.38
TEMPORARY SILT FENCE | | |
0022 207-08262 100.000 SYS | 22.00000 2200.00| 17.45000 1745.00| 17.00000 1700.00
SUBGRADE TREATMENT, TYPE I | | |
0023 207-08265 28804.000 SYS | 4.00000 115216.00| 5.00000 144020.00| 0.50000 14402.00
SUBGRADE TREATMENT, TYPE IIA | | |
0024 207-08267 1441.000 SYS | 16.00000 23056.00| 11.75000 16931.75| 5.80000 8357.80
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-06467 27.000 CYS | 75.00000 2025.00| 88.00000 2376.00| 91.00000 2457.00
AGGREGATE FOR END BENT BACKFILL | | |
0026 211-09264 966.800 CYS | 15.00000 14502.00| 36.00000 34804.80| 23.25000 22478.10
STRUCTURE BACKFILL, TYPE 1 | | |
0027 211-09265 286.000 CYS | 31.00000 8866.00| 35.50000 10153.00| 31.00000 8866.00
STRUCTURE BACKFILL, TYPE 2 | | |
0028 211-09268 577.000 CYS | 72.00000 41544.00| 92.00000 53084.00| 92.00000 53084.00
STRUCTURE BACKFILL, TYPE 5 | | |
0029 301-07448 4658.000 TON | 22.00000 102476.00| 16.50000 76857.00| 23.50000 109463.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-07455 67.400 CYS | 75.00000 5055.00| 66.00000 4448.40| 69.00000 4650.60
DENSE GRADED SUBBASE | | |
0031 303-07449 289.000 TON | 35.00000 10115.00| 24.50000 7080.50| 20.00000 5780.00
COMPACTED AGGREGATE, NO. 73 | | |
0032 303-93506 1178.000 CYS | 29.00000 34162.00| 28.00000 32984.00| 17.00000 20026.00
AGGREGATE, 2 | | |
0033 306-08043 1632.000 SYS | 4.50000 7344.00| 4.25000 6936.00| 5.20000 8486.40
MILLING, TRANSITION | | |
0034 401-07327 2654.000 TON | 64.00000 169856.00| 68.00000 180472.00| 77.85000 206613.90
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0035 401-07397 4405.000 TON | 53.00000 233465.00| 60.00000 264300.00| 60.75000 267603.75
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0036 401-07423 7706.000 TON | 53.00000 408418.00| 53.25000 410344.50| 55.35000 426527.10
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0037 401-08333 4505.000 TON | 62.00000 279310.00| 63.50000 286067.50| 64.50000 290572.50
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0038 402-07450 12.000 TON | 65.00000 780.00| 115.00000 1380.00| 125.00000 1500.00
HMA WEDGE AND LEVEL, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -4
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1698047
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 406-05520 33.310 TON | 705.00000 23483.55| 475.00000 15822.25| 658.00000 21917.98
ASPHALT FOR TACK COAT | | |
0040 601-01522 12.000 EACH | 2040.00000 24480.00| 1930.00000 23160.00| 2008.00000 24096.00
GUARDRAIL TRANSITION TYPE TGB | | |
0041 601-06037 12.000 EACH | 870.00000 10440.00| 825.00000 9900.00| 860.00000 10320.00
GUARDRAIL END TREATMENT, I | | |
0042 601-99105 643.750 LFT | 14.50000 9334.38| 14.00000 9012.50| 14.60000 9398.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 602-06729 12.000 EACH | 26.00000 312.00| 12.00000 144.00| 15.00000 180.00
BARRIER DELINEATOR | | |
0044 603-06040 1006.000 LFT | 8.50000 8551.00| 8.10000 8148.60| 8.45000 8500.70
FENCE, FARM FIELD, 47 IN. | | |
0045 603-91748 2.000 EACH | 1135.00000 2270.00| 1075.00000 2150.00| 1118.00000 2236.00
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0046 610-06257 398.000 SYS | 75.00000 29850.00| 66.00000 26268.00| 69.00000 27462.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0047 610-07486 2894.000 TON | 79.00000 228626.00| 75.00000 217050.00| 66.77000 193232.38
HMA FOR APPROACHES, TYPE A | | |
0048 611-06497 11.000 EACH | 164.00000 1804.00| 155.00000 1705.00| 162.00000 1782.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 615-06490 94.000 EACH | 127.00000 11938.00| 120.00000 11280.00| 125.00000 11750.00
RIGHT OF WAY MARKER | | |
0050 615-06505 37.000 EACH | 545.00000 20165.00| 515.00000 19055.00| 535.00000 19795.00
MONUMENT, B | | |
0051 615-06510 1.000 EACH | 545.00000 545.00| 515.00000 515.00| 535.00000 535.00
MONUMENT, C | | |
0052 615-06515 2.000 EACH | 137.00000 274.00| 130.00000 260.00| 135.00000 270.00
MONUMENT, D | | |
0053 615-06527 2.000 EACH | 540.00000 1080.00| 510.00000 1020.00| 530.00000 1060.00
MONUMENT, SECTION CORNER | | |
0054 616-02320 1724.000 SYS | 3.00000 5172.00| 1.90000 3275.60| 1.40000 2413.60
GEOTEXTILES | | |
0055 616-05688 261.000 TON | 45.00000 11745.00| 37.25000 9722.25| 38.00000 9918.00
RIPRAP, CLASS 1 | | |
0056 616-06405 710.000 TON | 37.00000 26270.00| 24.25000 17217.50| 28.00000 19880.00
RIPRAP, REVETMENT | | |
0057 621-02356 109.000 LBS | 75.00000 8175.00| 77.00000 8393.00| 74.00000 8066.00
SEEDING, WETLAND | | |
0058 621-06545 6.400 TON | 1370.00000 8768.00| 1400.00000 8960.00| 1350.00000 8640.00
FERTILIZER | | |
0059 621-06553 2580.000 LBS | 2.30000 5934.00| 2.40000 6192.00| 2.30000 5934.00
SEED MIXTURE, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -5
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1698047
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-06557 1290.000 LBS | 2.45000 3160.50| 2.50000 3225.00| 2.45000 3160.50
SEED MIXTURE, T | | |
0061 621-06565 65.000 TON | 295.00000 19175.00| 300.00000 19500.00| 290.00000 18850.00
MULCHING MATERIAL | | |
0062 621-06574 2010.000 SYS | 3.70000 7437.00| 4.95000 9949.50| 4.70000 9447.00
SODDING | | |
0063 622-01937 243.000 EACH | 34.75000 8444.25| 35.75000 8687.25| 34.32000 8339.76
PLANT , SMALL CANOPY | | |
0064 622-05650 567.000 EACH | 264.00000 149688.00| 270.00000 153090.00| 260.00000 147420.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0065 622-52436 10.000 EACH | 42.00000 420.00| 43.25000 432.50| 42.00000 420.00
SIGN, DO NOT MOW OR SPRAY | | |
0066 628-09401 18.000 MOS | 1785.00000 32130.00| 1895.00000 34110.00| 1900.00000 34200.00
FIELD OFFICE, A | | |
0069 702-51005 34.500 CYS | 950.00000 32775.00| 525.00000 18112.50| 546.00000 18837.00
CONCRETE, A, SUBSTRUCTURE | | |
0070 702-51863 32.000 EACH | 15.00000 480.00| 11.00000 352.00| 11.40000 364.80
FIELD DRILLED HOLE IN CONCRETE | | |
0071 703-06029 34937.000 LBS | 0.85000 29696.45| 1.00000 34937.00| 1.03000 35985.11
REINFORCING BARS, EPOXY COATED | | |
0072 704-51002 51.100 CYS | 975.00000 49822.50| 700.00000 35770.00| 730.00000 37303.00
CONCRETE, C, SUPERSTRUCTURE | | |
0073 706-05732 8.000 EACH | 1350.00000 10800.00| 1700.00000 13600.00| 1770.00000 14160.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0074 706-51020 14.200 CYS | 690.00000 9798.00| 650.00000 9230.00| 675.00000 9585.00
CONCRETE, C, RAILING | | |
0075 707-05977 816.000 SFT | 42.00000 34272.00| 52.00000 42432.00| 54.00000 44064.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 17 IN. X 48 IN. | | |
0076 707-08458 288.000 SFT | 59.00000 16992.00| 52.00000 14976.00| 57.00000 16416.00
STRUCTURAL MEMBERS , CONCRETE BOX BEAM, | | |
WS, 17 IN. X 48 IN. | | |
0077 707-09549 432.000 LFT | 58.00000 25056.00| 55.00000 23760.00| 58.00000 25056.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
WS, 17 IN. X 36 IN. | | |
0078 709-51821 LUMP | 2200.00000 2200.00| 2098.00000 2098.00| 2500.00000 2500.00
SURFACE SEAL , STRUCTURE NO 1 | | |
0079 709-51821 LUMP | 1200.00000 1200.00| 1150.00000 1150.00| 1200.00000 1200.00
SURFACE SEAL STRUCTURE NO.3 | | |
0080 711-91981 1.000 EACH | 3200.00000 3200.00| 275.00000 275.00| 285.00000 285.00
TIE ROD | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -6
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1698047
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 715-04555 2.000 EACH | 800.00000 1600.00| 915.00000 1830.00| 1000.00000 2000.00
PIPE END SECTION, MIN. AREA 5.1 SQ. FT. | | |
0082 715-05019 270.000 LFT | 65.00000 17550.00| 67.50000 18225.00| 70.00000 18900.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0083 715-05024 1878.000 LFT | 59.00000 110802.00| 58.00000 108924.00| 70.00000 131460.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0084 715-05048 18132.000 LFT | 2.75000 49863.00| 3.45000 62555.40| 2.65000 48049.80
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0085 715-05049 20.000 LFT | 12.25000 245.00| 12.50000 250.00| 15.00000 300.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0086 715-05052 20.000 LFT | 16.00000 320.00| 15.00000 300.00| 20.00000 400.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0087 715-05053 1855.000 LFT | 13.50000 25042.50| 11.25000 20868.75| 13.00000 24115.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0088 715-05149 254.000 LFT | 29.00000 7366.00| 25.50000 6477.00| 28.00000 7112.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0089 715-05152 150.000 LFT | 41.00000 6150.00| 34.25000 5137.50| 35.00000 5250.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0090 715-05169 472.000 LFT | 49.00000 23128.00| 29.25000 13806.00| 32.00000 15104.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0091 715-05203 12434.000 LFT | 2.25000 27976.50| 2.65000 32950.10| 3.20000 39788.80
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0092 715-08282 26.000 TON | 89.00000 2314.00| 220.00000 5720.00| 150.00000 3900.00
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0093 715-08447 190.000 LFT | 75.00000 14250.00| 82.00000 15580.00| 85.00000 16150.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 5.1 | | |
SQ. FT. | | |
0094 715-09064 2225.000 LFT | 1.80000 4005.00| 1.35000 3003.75| 1.00000 2225.00
VIDEO INSPECTION FOR PIPE | | |
0095 715-46005 20.000 EACH | 295.00000 5900.00| 480.00000 9600.00| 595.00000 11900.00
PIPE END SECTION, 15 IN. | | |
0096 715-46040 9.000 EACH | 780.00000 7020.00| 1110.00000 9990.00| 1188.00000 10692.00
PIPE END SECTION, 36 IN. | | |
0097 718-06526 5.800 TON | 110.00000 638.00| 525.00000 3045.00| 148.00000 858.40
HMA FOR UNDERDRAINS | | |
0098 718-06528 38.000 EACH | 625.00000 23750.00| 495.00000 18810.00| 610.00000 23180.00
OUTLET PROTECTOR, 1 | | |
0099 718-06529 5.000 EACH | 625.00000 3125.00| 325.00000 1625.00| 565.00000 2825.00
OUTLET PROTECTOR, 2 | | |
0100 718-06531 15.000 EACH | 525.00000 7875.00| 280.00000 4200.00| 515.00000 7725.00
OUTLET PROTECTOR, 3 | | |
0101 718-06532 3000.000 LFT | 1.10000 3300.00| 0.90000 2700.00| 1.00000 3000.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -7
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1698047
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 718-52610 1609.000 CYS | 30.50000 49074.50| 32.00000 51488.00| 29.75000 47867.75
AGGREGATE FOR UNDERDRAINS | | |
0103 718-99153 17997.000 SYS | 1.20000 21596.40| 1.00000 17997.00| 1.18000 21236.46
GEOTEXTILES FOR UNDERDRAIN | | |
0104 720-45040 2.000 EACH | 1945.00000 3890.00| 1725.00000 3450.00| 2100.00000 4200.00
INLET, G7 | | |
0105 720-45205 1.000 EACH | 2280.00000 2280.00| 1575.00000 1575.00| 1400.00000 1400.00
CATCH BASIN, A2 | | |
0106 720-45265 1.000 EACH | 968.00000 968.00| 775.00000 775.00| 1150.00000 1150.00
PIPE CATCH BASIN, 15 IN. | | |
0107 720-45270 1.000 EACH | 1060.00000 1060.00| 875.00000 875.00| 1200.00000 1200.00
PIPE CATCH BASIN, 18 IN. | | |
0108 720-94612 1.000 EACH | 3335.00000 3335.00| 5325.00000 5325.00| 3300.00000 3300.00
MANHOLE, K4 | | |
0109 720-95422 4.000 EACH | 2990.00000 11960.00| 3150.00000 12600.00| 2900.00000 11600.00
MANHOLE, J4 | | |
0110 722-51825 LUMP | 3400.00000 3400.00| 7175.00000 7175.00| 7450.00000 7450.00
WATERPROOF SHEET MEMBRANE | | |
0111 723-06660 48.300 SYS | 615.00000 29704.50| 385.00000 18595.50| 400.00000 19320.00
WINGWALL | | |
0113 801-04308 12.000 EACH | 365.00000 4380.00| 375.00000 4500.00| 515.00000 6180.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0114 801-06625 24.000 EACH | 132.00000 3168.00| 135.00000 3240.00| 125.00000 3000.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0115 801-06640 6.000 EACH | 259.00000 1554.00| 265.00000 1590.00| 203.00000 1218.00
CONSTRUCTION SIGN, A | | |
0116 801-06775 LUMP | 13086.42000 13086.42| 46846.13000 46846.13| 50000.00000 50000.00
MAINTAINING TRAFFIC | | |
0117 801-07118 144.000 LFT | 14.50000 2088.00| 15.00000 2160.00| 12.75000 1836.00
BARRICADE, III-A | | |
0118 801-07119 144.000 LFT | 15.50000 2232.00| 16.00000 2304.00| 15.70000 2260.80
BARRICADE, III-B | | |
0119 802-05701 313.000 LFT | 12.30000 3849.90| 11.70000 3662.10| 12.20000 3818.60
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0120 802-76025 140.000 SFT | 21.15000 2961.00| 20.00000 2800.00| 20.80000 2912.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0121 802-76035 40.000 SFT | 22.20000 888.00| 21.00000 840.00| 22.00000 880.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0122 808-03631 810.000 LFT | 0.73000 591.30| 0.75000 607.50| 2.35000 1903.50
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -8
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1698047
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |GRADEX INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 808-03632 406.000 LFT | 0.73000 296.38| 0.75000 304.50| 2.35000 954.10
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0124 808-04896 79.000 LFT | 0.73000 57.67| 0.75000 59.25| 2.35000 185.65
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0125 808-06703 19246.000 LFT | 0.35000 6736.10| 0.35000 6736.10| 0.36000 6928.56
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0126 808-06705 189.000 LFT | 2.10000 396.90| 2.15000 406.35| 1.47000 277.83
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0127 808-75215 30.000 LFT | 4.20000 126.00| 4.25000 127.50| 2.20000 66.00
LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | |
IN. | | |
0128 808-75240 2047.000 LFT | 0.35000 716.45| 0.35000 716.45| 0.36000 736.92
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0129 808-75245 6610.000 LFT | 0.35000 2313.50| 0.35000 2313.50| 0.36000 2379.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0130 808-75297 152.000 LFT | 4.75000 722.00| 4.75000 722.00| 4.41000 670.32
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0131 808-75998 147.000 EACH | 26.00000 3822.00| 27.00000 3969.00| 22.00000 3234.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0132 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0133 621-01004 4.000 EACH | 688.00000 2752.00| 705.00000 2820.00| 676.00000 2704.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0134 701-96089 898.000 LFT | 65.00000 58370.00| 65.00000 58370.00| 67.00000 60166.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
0135 701-99086 26.000 EACH | 90.00000 2340.00| 275.00000 7150.00| 686.00000 17836.00
PILE TIP, STEEL SHELL | | |
0136 715-05154 20.000 LFT | 68.00000 1360.00| 43.00000 860.00| 50.00000 1000.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0137 801-03290 11.000 EACH | 275.00000 3025.00| 300.00000 3300.00| 255.00000 2805.00
CONSTRUCTION SIGN, C | | |
0138 203-51223 150.000 CYS | 23.00000 3450.00| 20.00000 3000.00| 20.50000 3075.00
EXCAVATION, WATERWAY | | |
0139 206-51230 465.000 CYS | 23.00000 10695.00| 45.00000 20925.00| 46.00000 21390.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0140 723-07311 84.000 LFT | 1250.00000 105000.00| 1435.00000 120540.00| 1465.00000 123060.00
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
SECTION TOTALS | $ 3,657,569.85| $ 3,702,845.23| $ 3,758,769.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,657,569.85| $ 3,702,845.23| $ 3,758,769.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -9
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 31-1323837 |( 6 ) 35-0918397
|CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 100000.00000 100000.00| 41197.05000 41197.05| 41500.00000 41500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 190000.00000 190000.00| 63568.94000 63568.94| 133714.25000 133714.25
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 76000.00000 76000.00| 27464.70000 27464.70| 47000.00000 47000.00
CLEARING RIGHT OF WAY | | |
0011 202-02241 751.000 LFT | 5.00000 3755.00| 2.77000 2080.27| 5.00000 3755.00
GUARDRAIL, REMOVE | | |
0012 202-51328 LUMP | 25000.00000 25000.00| 7840.05000 7840.05| 14250.00000 14250.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STRUCTURE NO. 1 | | |
0013 202-51328 LUMP | 2500.00000 2500.00| 7608.16000 7608.16| 14250.00000 14250.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
STRUCTURE NO. 3 | | |
0014 202-51330 LUMP | 1000.00000 1000.00| 1574.62000 1574.62| 6345.00000 6345.00
PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | |
2 | | |
0015 203-02000 28034.000 CYS | 16.50000 462561.00| 12.42000 348182.28| 14.65000 410698.10
EXCAVATION, COMMON | | |
0016 205-02770 498.000 SYS | 1.44000 717.12| 2.51000 1249.98| 1.44000 717.12
EROSION CONTROL BLANKET | | |
0017 205-03371 62.000 CYS | 16.18000 1003.16| 16.57000 1027.34| 16.20000 1004.40
SEDIMENT, REMOVE | | |
0018 205-06931 532.000 TON | 29.94000 15928.08| 25.91000 13784.12| 49.09000 26115.88
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -10
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 31-1323837 |( 6 ) 35-0918397
|CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06933 6.000 EACH | 82.50000 495.00| 52.09000 312.54| 82.50000 495.00
TEMPORARY DITCH INLET PROTECTION | | |
0020 205-06936 180.000 TON | 22.87000 4116.60| 25.19000 4534.20| 57.30000 10314.00
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 3751.000 LFT | 1.13000 4238.63| 1.58000 5926.58| 1.13000 4238.63
TEMPORARY SILT FENCE | | |
0022 207-08262 100.000 SYS | 10.00000 1000.00| 26.15000 2615.00| 5.25000 525.00
SUBGRADE TREATMENT, TYPE I | | |
0023 207-08265 28804.000 SYS | 3.50000 100814.00| 3.52000 101390.08| 3.20000 92172.80
SUBGRADE TREATMENT, TYPE IIA | | |
0024 207-08267 1441.000 SYS | 10.75000 15490.75| 8.95000 12896.95| 16.50000 23776.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-06467 27.000 CYS | 40.00000 1080.00| 27.70000 747.90| 88.00000 2376.00
AGGREGATE FOR END BENT BACKFILL | | |
0026 211-09264 966.800 CYS | 15.00000 14502.00| 15.52000 15004.74| 17.60000 17015.68
STRUCTURE BACKFILL, TYPE 1 | | |
0027 211-09265 286.000 CYS | 18.00000 5148.00| 27.70000 7922.20| 32.00000 9152.00
STRUCTURE BACKFILL, TYPE 2 | | |
0028 211-09268 577.000 CYS | 50.00000 28850.00| 69.26000 39963.02| 92.00000 53084.00
STRUCTURE BACKFILL, TYPE 5 | | |
0029 301-07448 4658.000 TON | 18.00000 83844.00| 18.52000 86266.16| 30.16000 140485.28
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-07455 67.400 CYS | 40.00000 2696.00| 53.79000 3625.45| 66.00000 4448.40
DENSE GRADED SUBBASE | | |
0031 303-07449 289.000 TON | 20.00000 5780.00| 19.06000 5508.34| 24.70000 7138.30
COMPACTED AGGREGATE, NO. 73 | | |
0032 303-93506 1178.000 CYS | 23.00000 27094.00| 30.27000 35658.06| 26.40000 31099.20
AGGREGATE, 2 | | |
0033 306-08043 1632.000 SYS | 4.05000 6609.60| 4.84000 7898.88| 4.55000 7425.60
MILLING, TRANSITION | | |
0034 401-07327 2654.000 TON | 65.00000 172510.00| 77.62000 206003.48| 74.85000 198651.90
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0035 401-07397 4405.000 TON | 56.50000 248882.50| 67.47000 297205.35| 58.40000 257252.00
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0036 401-07423 7706.000 TON | 51.10000 393776.60| 61.02000 470220.12| 53.20000 409959.20
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0037 401-08333 4505.000 TON | 60.00000 270300.00| 71.65000 322783.25| 62.00000 279310.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0038 402-07450 12.000 TON | 110.00000 1320.00| 131.35000 1576.20| 119.75000 1437.00
HMA WEDGE AND LEVEL, TYPE A | | |
0039 406-05520 33.310 TON | 450.00000 14989.50| 537.35000 17899.13| 633.00000 21085.23
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -11
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 31-1323837 |( 6 ) 35-0918397
|CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-01522 12.000 EACH | 1930.00000 23160.00| 2304.65000 27655.80| 1930.00000 23160.00
GUARDRAIL TRANSITION TYPE TGB | | |
0041 601-06037 12.000 EACH | 825.00000 9900.00| 985.15000 11821.80| 825.00000 9900.00
GUARDRAIL END TREATMENT, I | | |
0042 601-99105 643.750 LFT | 14.00000 9012.50| 16.72000 10763.50| 14.00000 9012.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 602-06729 12.000 EACH | 10.00000 120.00| 314.82000 3777.84| 14.00000 168.00
BARRIER DELINEATOR | | |
0044 603-06040 1006.000 LFT | 8.10000 8148.60| 9.67000 9728.02| 8.10000 8148.60
FENCE, FARM FIELD, 47 IN. | | |
0045 603-91748 2.000 EACH | 1075.00000 2150.00| 1283.68000 2567.36| 1075.00000 2150.00
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0046 610-06257 398.000 SYS | 85.00000 33830.00| 73.21000 29137.58| 66.00000 26268.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0047 610-07486 2894.000 TON | 70.00000 202580.00| 83.59000 241909.46| 64.20000 185794.80
HMA FOR APPROACHES, TYPE A | | |
0048 611-06497 11.000 EACH | 155.00000 1705.00| 319.57000 3515.27| 155.00000 1705.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 615-06490 94.000 EACH | 120.00000 11280.00| 143.29000 13469.26| 120.00000 11280.00
RIGHT OF WAY MARKER | | |
0050 615-06505 37.000 EACH | 515.00000 19055.00| 614.97000 22753.89| 515.00000 19055.00
MONUMENT, B | | |
0051 615-06510 1.000 EACH | 515.00000 515.00| 614.97000 614.97| 515.00000 515.00
MONUMENT, C | | |
0052 615-06515 2.000 EACH | 130.00000 260.00| 155.24000 310.48| 130.00000 260.00
MONUMENT, D | | |
0053 615-06527 2.000 EACH | 510.00000 1020.00| 609.00000 1218.00| 510.00000 1020.00
MONUMENT, SECTION CORNER | | |
0054 616-02320 1724.000 SYS | 1.20000 2068.80| 1.24000 2137.76| 2.30000 3965.20
GEOTEXTILES | | |
0055 616-05688 261.000 TON | 30.00000 7830.00| 38.24000 9980.64| 37.25000 9722.25
RIPRAP, CLASS 1 | | |
0056 616-06405 710.000 TON | 26.00000 18460.00| 25.56000 18147.60| 51.83000 36799.30
RIPRAP, REVETMENT | | |
0057 621-02356 109.000 LBS | 72.15000 7864.35| 84.78000 9241.02| 72.15000 7864.35
SEEDING, WETLAND | | |
0058 621-06545 6.400 TON | 936.00000 5990.40| 1546.38000 9896.83| 936.00000 5990.40
FERTILIZER | | |
0059 621-06553 2580.000 LBS | 4.26000 10990.80| 2.64000 6811.20| 4.26000 10990.80
SEED MIXTURE, R | | |
0060 621-06557 1290.000 LBS | 4.08000 5263.20| 2.81000 3624.90| 4.08000 5263.20
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -12
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 31-1323837 |( 6 ) 35-0918397
|CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 621-06565 65.000 TON | 275.00000 17875.00| 333.16000 21655.40| 275.00000 17875.00
MULCHING MATERIAL | | |
0062 621-06574 2010.000 SYS | 2.81000 5648.10| 4.18000 8401.80| 2.81000 5648.10
SODDING | | |
0063 622-01937 243.000 EACH | 47.30000 11493.90| 105.18000 25558.74| 47.30000 11493.90
PLANT , SMALL CANOPY | | |
0064 622-05650 567.000 EACH | 245.00000 138915.00| 227.99000 129270.33| 245.00000 138915.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0065 622-52436 10.000 EACH | 55.00000 550.00| 47.77000 477.70| 55.00000 550.00
SIGN, DO NOT MOW OR SPRAY | | |
0066 628-09401 18.000 MOS | 1750.00000 31500.00| 943.35000 16980.30| 2275.00000 40950.00
FIELD OFFICE, A | | |
0069 702-51005 34.500 CYS | 880.00000 30360.00| 493.49000 17025.41| 525.00000 18112.50
CONCRETE, A, SUBSTRUCTURE | | |
0070 702-51863 32.000 EACH | 22.00000 704.00| 13.37000 427.84| 11.00000 352.00
FIELD DRILLED HOLE IN CONCRETE | | |
0071 703-06029 34937.000 LBS | 1.00000 34937.00| 1.52000 53104.24| 1.00000 34937.00
REINFORCING BARS, EPOXY COATED | | |
0072 704-51002 51.100 CYS | 1300.00000 66430.00| 675.44000 34514.98| 700.00000 35770.00
CONCRETE, C, SUPERSTRUCTURE | | |
0073 706-05732 8.000 EACH | 1700.00000 13600.00| 1449.41000 11595.28| 1700.00000 13600.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0074 706-51020 14.200 CYS | 1100.00000 15620.00| 1939.87000 27546.15| 650.00000 9230.00
CONCRETE, C, RAILING | | |
0075 707-05977 816.000 SFT | 67.00000 54672.00| 65.49000 53439.84| 52.00000 42432.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 17 IN. X 48 IN. | | |
0076 707-08458 288.000 SFT | 85.00000 24480.00| 68.30000 19670.40| 55.00000 15840.00
STRUCTURAL MEMBERS , CONCRETE BOX BEAM, | | |
WS, 17 IN. X 48 IN. | | |
0077 707-09549 432.000 LFT | 65.00000 28080.00| 65.33000 28222.56| 56.00000 24192.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
WS, 17 IN. X 36 IN. | | |
0078 709-51821 LUMP | 2098.00000 2098.00| 2505.26000 2505.26| 2098.00000 2098.00
SURFACE SEAL , STRUCTURE NO 1 | | |
0079 709-51821 LUMP | 1150.00000 1150.00| 1373.23000 1373.23| 1150.00000 1150.00
SURFACE SEAL STRUCTURE NO.3 | | |
0080 711-91981 1.000 EACH | 1500.00000 1500.00| 2196.67000 2196.67| 275.00000 275.00
TIE ROD | | |
0081 715-04555 2.000 EACH | 1400.00000 2800.00| 884.07000 1768.14| 1025.77000 2051.54
PIPE END SECTION, MIN. AREA 5.1 SQ. FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -13
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 31-1323837 |( 6 ) 35-0918397
|CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 715-05019 270.000 LFT | 46.00000 12420.00| 69.47000 18756.90| 79.80000 21546.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0083 715-05024 1878.000 LFT | 50.00000 93900.00| 57.89000 108717.42| 71.90000 135028.20
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0084 715-05048 18132.000 LFT | 2.50000 45330.00| 4.33000 78511.56| 2.55000 46236.60
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0085 715-05049 20.000 LFT | 20.00000 400.00| 9.60000 192.00| 25.00000 500.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0086 715-05052 20.000 LFT | 23.00000 460.00| 11.13000 222.60| 26.05000 521.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0087 715-05053 1855.000 LFT | 11.00000 20405.00| 4.43000 8217.65| 12.75000 23651.25
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0088 715-05149 254.000 LFT | 19.00000 4826.00| 31.92000 8107.68| 36.20000 9194.80
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0089 715-05152 150.000 LFT | 25.00000 3750.00| 37.16000 5574.00| 38.98000 5847.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0090 715-05169 472.000 LFT | 21.00000 9912.00| 31.12000 14688.64| 29.20000 13782.40
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0091 715-05203 12434.000 LFT | 3.20000 39788.80| 4.03000 50109.02| 2.00000 24868.00
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0092 715-08282 26.000 TON | 205.00000 5330.00| 244.79000 6364.54| 83.00000 2158.00
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0093 715-08447 190.000 LFT | 90.00000 17100.00| 93.42000 17749.80| 101.40000 19266.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 5.1 | | |
SQ. FT. | | |
0094 715-09064 2225.000 LFT | 1.75000 3893.75| 1.55000 3448.75| 1.75000 3893.75
VIDEO INSPECTION FOR PIPE | | |
0095 715-46005 20.000 EACH | 325.00000 6500.00| 370.50000 7410.00| 345.00000 6900.00
PIPE END SECTION, 15 IN. | | |
0096 715-46040 9.000 EACH | 930.00000 8370.00| 901.86000 8116.74| 790.00000 7110.00
PIPE END SECTION, 36 IN. | | |
0097 718-06526 5.800 TON | 205.00000 1189.00| 573.18000 3324.44| 142.00000 823.60
HMA FOR UNDERDRAINS | | |
0098 718-06528 38.000 EACH | 450.00000 17100.00| 141.01000 5358.38| 590.00000 22420.00
OUTLET PROTECTOR, 1 | | |
0099 718-06529 5.000 EACH | 420.00000 2100.00| 144.41000 722.05| 550.00000 2750.00
OUTLET PROTECTOR, 2 | | |
0100 718-06531 15.000 EACH | 400.00000 6000.00| 162.32000 2434.80| 500.00000 7500.00
OUTLET PROTECTOR, 3 | | |
0101 718-06532 3000.000 LFT | 1.00000 3000.00| 1.02000 3060.00| 1.05000 3150.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0102 718-52610 1609.000 CYS | 25.00000 40225.00| 27.70000 44569.30| 28.90000 46500.10
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -14
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 31-1323837 |( 6 ) 35-0918397
|CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 718-99153 17997.000 SYS | 1.00000 17997.00| 1.37000 24655.89| 1.15000 20696.55
GEOTEXTILES FOR UNDERDRAIN | | |
0104 720-45040 2.000 EACH | 1900.00000 3800.00| 1199.98000 2399.96| 2600.00000 5200.00
INLET, G7 | | |
0105 720-45205 1.000 EACH | 1500.00000 1500.00| 1568.43000 1568.43| 2900.00000 2900.00
CATCH BASIN, A2 | | |
0106 720-45265 1.000 EACH | 565.00000 565.00| 804.49000 804.49| 2100.00000 2100.00
PIPE CATCH BASIN, 15 IN. | | |
0107 720-45270 1.000 EACH | 675.00000 675.00| 925.82000 925.82| 2155.00000 2155.00
PIPE CATCH BASIN, 18 IN. | | |
0108 720-94612 1.000 EACH | 3400.00000 3400.00| 3072.86000 3072.86| 5500.00000 5500.00
MANHOLE, K4 | | |
0109 720-95422 4.000 EACH | 2900.00000 11600.00| 3156.68000 12626.72| 4600.00000 18400.00
MANHOLE, J4 | | |
0110 722-51825 LUMP | 7500.00000 7500.00| 4795.57000 4795.57| 7175.00000 7175.00
WATERPROOF SHEET MEMBRANE | | |
0111 723-06660 48.300 SYS | 525.00000 25357.50| 495.95000 23954.39| 385.00000 18595.50
WINGWALL | | |
0113 801-04308 12.000 EACH | 350.00000 4200.00| 372.57000 4470.84| 495.00000 5940.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0114 801-06625 24.000 EACH | 105.00000 2520.00| 176.73000 4241.52| 120.00000 2880.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0115 801-06640 6.000 EACH | 150.00000 900.00| 352.27000 2113.62| 195.00000 1170.00
CONSTRUCTION SIGN, A | | |
0116 801-06775 LUMP | 25000.00000 25000.00| 47764.70000 47764.70| 14400.00000 14400.00
MAINTAINING TRAFFIC | | |
0117 801-07118 144.000 LFT | 14.50000 2088.00| 16.42000 2364.48| 12.25000 1764.00
BARRICADE, III-A | | |
0118 801-07119 144.000 LFT | 16.50000 2376.00| 17.61000 2535.84| 15.10000 2174.40
BARRICADE, III-B | | |
0119 802-05701 313.000 LFT | 11.70000 3662.10| 13.97000 4372.61| 24.04000 7524.52
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0120 802-76025 140.000 SFT | 20.00000 2800.00| 23.88000 3343.20| 37.17000 5203.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0121 802-76035 40.000 SFT | 21.00000 840.00| 25.08000 1003.20| 37.51000 1500.40
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0122 808-03631 810.000 LFT | 1.95000 1579.50| 0.84000 680.40| 2.25000 1822.50
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0123 808-03632 406.000 LFT | 1.95000 791.70| 0.84000 341.04| 2.25000 913.50
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -15
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1875662 |( 5 ) 31-1323837 |( 6 ) 35-0918397
|CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0124 808-04896 79.000 LFT | 1.95000 154.05| 0.84000 66.36| 2.25000 177.75
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0125 808-06703 19246.000 LFT | 0.36000 6928.56| 0.41000 7890.86| 0.35000 6736.10
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0126 808-06705 189.000 LFT | 3.88000 733.32| 2.39000 451.71| 1.41000 266.49
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0127 808-75215 30.000 LFT | 6.64000 199.20| 4.78000 143.40| 2.12000 63.60
LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | |
IN. | | |
0128 808-75240 2047.000 LFT | 0.36000 736.92| 0.41000 839.27| 0.35000 716.45
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0129 808-75245 6610.000 LFT | 0.36000 2379.60| 0.41000 2710.10| 0.35000 2313.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0130 808-75297 152.000 LFT | 7.84000 1191.68| 5.37000 816.24| 4.24000 644.48
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0131 808-75998 147.000 EACH | 25.02000 3677.94| 29.85000 4387.95| 21.55000 3167.85
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0132 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0133 621-01004 4.000 EACH | 515.00000 2060.00| 776.18000 3104.72| 515.00000 2060.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0134 701-96089 898.000 LFT | 50.00000 44900.00| 49.98000 44882.04| 65.00000 58370.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
0135 701-99086 26.000 EACH | 5.00000 130.00| 192.90000 5015.40| 275.00000 7150.00
PILE TIP, STEEL SHELL | | |
0136 715-05154 20.000 LFT | 34.26000 685.20| 47.46000 949.20| 88.50000 1770.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0137 801-03290 11.000 EACH | 250.00000 2750.00| 298.53000 3283.83| 245.00000 2695.00
CONSTRUCTION SIGN, C | | |
0138 203-51223 150.000 CYS | 25.00000 3750.00| 16.05000 2407.50| 20.00000 3000.00
EXCAVATION, WATERWAY | | |
0139 206-51230 465.000 CYS | 25.00000 11625.00| 19.46000 9048.90| 45.00000 20925.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0140 723-07311 84.000 LFT | 1500.00000 126000.00| 1640.68000 137817.12| 1435.00000 120540.00
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
SECTION TOTALS | $ 3,814,679.01| $ 3,823,867.04| $ 3,827,562.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,814,679.01| $ 3,823,867.04| $ 3,827,562.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -16
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1139301 |( 8 ) 35-0175870 |( 9 ) 35-1357381
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 28482.00000 28482.00| 67000.00000 67000.00| 35000.00000 35000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 192000.00000 192000.00| 194563.27000 194563.27| 198000.00000 198000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 77000.00000 77000.00| 77825.31000 77825.31| 70000.00000 70000.00
CLEARING RIGHT OF WAY | | |
0011 202-02241 751.000 LFT | 5.00000 3755.00| 5.00000 3755.00| 5.50000 4130.50
GUARDRAIL, REMOVE | | |
0012 202-51328 LUMP | 14250.00000 14250.00| 30000.00000 30000.00| 35000.00000 35000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STRUCTURE NO. 1 | | |
0013 202-51328 LUMP | 14250.00000 14250.00| 30000.00000 30000.00| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
STRUCTURE NO. 3 | | |
0014 202-51330 LUMP | 6345.00000 6345.00| 25000.00000 25000.00| 18000.00000 18000.00
PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | |
2 | | |
0015 203-02000 28034.000 CYS | 14.45000 405091.30| 12.76000 357713.84| 12.10000 339211.40
EXCAVATION, COMMON | | |
0016 205-02770 498.000 SYS | 2.10000 1045.80| 2.10000 1045.80| 2.30000 1145.40
EROSION CONTROL BLANKET | | |
0017 205-03371 62.000 CYS | 30.00000 1860.00| 9.57000 593.34| 22.00000 1364.00
SEDIMENT, REMOVE | | |
0018 205-06931 532.000 TON | 40.00000 21280.00| 38.77000 20625.64| 26.00000 13832.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -17
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1139301 |( 8 ) 35-0175870 |( 9 ) 35-1357381
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06933 6.000 EACH | 100.00000 600.00| 100.00000 600.00| 110.00000 660.00
TEMPORARY DITCH INLET PROTECTION | | |
0020 205-06936 180.000 TON | 35.00000 6300.00| 38.77000 6978.60| 95.00000 17100.00
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 3751.000 LFT | 1.32000 4951.32| 1.32000 4951.32| 1.50000 5626.50
TEMPORARY SILT FENCE | | |
0022 207-08262 100.000 SYS | 11.00000 1100.00| 5.00000 500.00| 20.00000 2000.00
SUBGRADE TREATMENT, TYPE I | | |
0023 207-08265 28804.000 SYS | 4.14000 119248.56| 3.40000 97933.60| 4.20000 120976.80
SUBGRADE TREATMENT, TYPE IIA | | |
0024 207-08267 1441.000 SYS | 11.00000 15851.00| 17.42000 25102.22| 9.20000 13257.20
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-06467 27.000 CYS | 88.00000 2376.00| 88.00000 2376.00| 110.00000 2970.00
AGGREGATE FOR END BENT BACKFILL | | |
0026 211-09264 966.800 CYS | 31.80000 30744.24| 24.16000 23357.89| 29.00000 28037.20
STRUCTURE BACKFILL, TYPE 1 | | |
0027 211-09265 286.000 CYS | 38.44000 10993.84| 28.07000 8028.02| 43.00000 12298.00
STRUCTURE BACKFILL, TYPE 2 | | |
0028 211-09268 577.000 CYS | 92.00000 53084.00| 92.00000 53084.00| 70.00000 40390.00
STRUCTURE BACKFILL, TYPE 5 | | |
0029 301-07448 4658.000 TON | 22.50000 104805.00| 21.35000 99448.30| 18.50000 86173.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-07455 67.400 CYS | 66.00000 4448.40| 66.00000 4448.40| 65.00000 4381.00
DENSE GRADED SUBBASE | | |
0031 303-07449 289.000 TON | 24.70000 7138.30| 25.58000 7392.62| 22.00000 6358.00
COMPACTED AGGREGATE, NO. 73 | | |
0032 303-93506 1178.000 CYS | 29.00000 34162.00| 26.69000 31440.82| 32.00000 37696.00
AGGREGATE, 2 | | |
0033 306-08043 1632.000 SYS | 5.00000 8160.00| 4.05000 6609.60| 5.30000 8649.60
MILLING, TRANSITION | | |
0034 401-07327 2654.000 TON | 74.00000 196396.00| 65.00000 172510.00| 63.00000 167202.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0035 401-07397 4405.000 TON | 58.00000 255490.00| 56.50000 248882.50| 53.00000 233465.00
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0036 401-07423 7706.000 TON | 58.00000 446948.00| 51.10000 393776.60| 53.00000 408418.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0037 401-08333 4505.000 TON | 62.00000 279310.00| 60.00000 270300.00| 63.00000 283815.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0038 402-07450 12.000 TON | 150.00000 1800.00| 110.00000 1320.00| 400.00000 4800.00
HMA WEDGE AND LEVEL, TYPE A | | |
0039 406-05520 33.310 TON | 480.00000 15988.80| 450.00000 14989.50| 470.00000 15655.70
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -18
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1139301 |( 8 ) 35-0175870 |( 9 ) 35-1357381
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-01522 12.000 EACH | 1930.00000 23160.00| 1930.00000 23160.00| 2100.00000 25200.00
GUARDRAIL TRANSITION TYPE TGB | | |
0041 601-06037 12.000 EACH | 825.00000 9900.00| 825.00000 9900.00| 900.00000 10800.00
GUARDRAIL END TREATMENT, I | | |
0042 601-99105 643.750 LFT | 14.00000 9012.50| 14.00000 9012.50| 15.00000 9656.25
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 602-06729 12.000 EACH | 12.00000 144.00| 14.00000 168.00| 11.00000 132.00
BARRIER DELINEATOR | | |
0044 603-06040 1006.000 LFT | 8.10000 8148.60| 8.10000 8148.60| 9.00000 9054.00
FENCE, FARM FIELD, 47 IN. | | |
0045 603-91748 2.000 EACH | 1075.00000 2150.00| 1075.00000 2150.00| 1150.00000 2300.00
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0046 610-06257 398.000 SYS | 66.00000 26268.00| 66.00000 26268.00| 53.00000 21094.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0047 610-07486 2894.000 TON | 58.00000 167852.00| 70.00000 202580.00| 73.00000 211262.00
HMA FOR APPROACHES, TYPE A | | |
0048 611-06497 11.000 EACH | 155.00000 1705.00| 155.00000 1705.00| 165.00000 1815.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 615-06490 94.000 EACH | 120.00000 11280.00| 120.00000 11280.00| 130.00000 12220.00
RIGHT OF WAY MARKER | | |
0050 615-06505 37.000 EACH | 515.00000 19055.00| 515.00000 19055.00| 530.00000 19610.00
MONUMENT, B | | |
0051 615-06510 1.000 EACH | 515.00000 515.00| 515.00000 515.00| 530.00000 530.00
MONUMENT, C | | |
0052 615-06515 2.000 EACH | 130.00000 260.00| 130.00000 260.00| 145.00000 290.00
MONUMENT, D | | |
0053 615-06527 2.000 EACH | 510.00000 1020.00| 510.00000 1020.00| 550.00000 1100.00
MONUMENT, SECTION CORNER | | |
0054 616-02320 1724.000 SYS | 2.16000 3723.84| 2.50000 4310.00| 3.20000 5516.80
GEOTEXTILES | | |
0055 616-05688 261.000 TON | 37.25000 9722.25| 37.25000 9722.25| 29.00000 7569.00
RIPRAP, CLASS 1 | | |
0056 616-06405 710.000 TON | 28.57000 20284.70| 32.06000 22762.60| 25.00000 17750.00
RIPRAP, REVETMENT | | |
0057 621-02356 109.000 LBS | 71.00000 7739.00| 57.69000 6288.21| 73.00000 7957.00
SEEDING, WETLAND | | |
0058 621-06545 6.400 TON | 1295.00000 8288.00| 1295.00000 8288.00| 1350.00000 8640.00
FERTILIZER | | |
0059 621-06553 2580.000 LBS | 2.21000 5701.80| 2.21000 5701.80| 2.40000 6192.00
SEED MIXTURE, R | | |
0060 621-06557 1290.000 LBS | 2.35000 3031.50| 2.35000 3031.50| 2.50000 3225.00
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -19
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1139301 |( 8 ) 35-0175870 |( 9 ) 35-1357381
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 621-06565 65.000 TON | 279.00000 18135.00| 279.00000 18135.00| 305.00000 19825.00
MULCHING MATERIAL | | |
0062 621-06574 2010.000 SYS | 4.00000 8040.00| 3.50000 7035.00| 3.70000 7437.00
SODDING | | |
0063 622-01937 243.000 EACH | 33.00000 8019.00| 88.08000 21403.44| 35.00000 8505.00
PLANT , SMALL CANOPY | | |
0064 622-05650 567.000 EACH | 250.00000 141750.00| 190.93000 108257.31| 270.00000 153090.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0065 622-52436 10.000 EACH | 40.00000 400.00| 40.00000 400.00| 43.00000 430.00
SIGN, DO NOT MOW OR SPRAY | | |
0066 628-09401 18.000 MOS | 2121.64000 38189.52| 2750.00000 49500.00| 1700.00000 30600.00
FIELD OFFICE, A | | |
0069 702-51005 34.500 CYS | 525.00000 18112.50| 525.00000 18112.50| 610.00000 21045.00
CONCRETE, A, SUBSTRUCTURE | | |
0070 702-51863 32.000 EACH | 11.00000 352.00| 11.00000 352.00| 20.00000 640.00
FIELD DRILLED HOLE IN CONCRETE | | |
0071 703-06029 34937.000 LBS | 1.00000 34937.00| 1.00000 34937.00| 0.95000 33190.15
REINFORCING BARS, EPOXY COATED | | |
0072 704-51002 51.100 CYS | 700.00000 35770.00| 700.00000 35770.00| 500.00000 25550.00
CONCRETE, C, SUPERSTRUCTURE | | |
0073 706-05732 8.000 EACH | 1700.00000 13600.00| 1700.00000 13600.00| 1000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0074 706-51020 14.200 CYS | 650.00000 9230.00| 650.00000 9230.00| 500.00000 7100.00
CONCRETE, C, RAILING | | |
0075 707-05977 816.000 SFT | 52.00000 42432.00| 52.00000 42432.00| 110.00000 89760.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 17 IN. X 48 IN. | | |
0076 707-08458 288.000 SFT | 55.00000 15840.00| 55.00000 15840.00| 200.00000 57600.00
STRUCTURAL MEMBERS , CONCRETE BOX BEAM, | | |
WS, 17 IN. X 48 IN. | | |
0077 707-09549 432.000 LFT | 56.00000 24192.00| 56.00000 24192.00| 1.00000 432.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
WS, 17 IN. X 36 IN. | | |
0078 709-51821 LUMP | 2098.00000 2098.00| 2098.00000 2098.00| 2500.00000 2500.00
SURFACE SEAL , STRUCTURE NO 1 | | |
0079 709-51821 LUMP | 1150.00000 1150.00| 1150.00000 1150.00| 1500.00000 1500.00
SURFACE SEAL STRUCTURE NO.3 | | |
0080 711-91981 1.000 EACH | 275.00000 275.00| 275.00000 275.00| 1100.00000 1100.00
TIE ROD | | |
0081 715-04555 2.000 EACH | 625.00000 1250.00| 845.92000 1691.84| 1650.00000 3300.00
PIPE END SECTION, MIN. AREA 5.1 SQ. FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -20
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1139301 |( 8 ) 35-0175870 |( 9 ) 35-1357381
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 715-05019 270.000 LFT | 48.00000 12960.00| 58.71000 15851.70| 62.00000 16740.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0083 715-05024 1878.000 LFT | 48.00000 90144.00| 58.70000 110238.60| 73.00000 137094.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0084 715-05048 18132.000 LFT | 2.70000 48956.40| 3.60000 65275.20| 1.30000 23571.60
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0085 715-05049 20.000 LFT | 20.00000 400.00| 12.83000 256.60| 22.00000 440.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0086 715-05052 20.000 LFT | 20.00000 400.00| 44.03000 880.60| 29.00000 580.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0087 715-05053 1855.000 LFT | 8.00000 14840.00| 13.77000 25543.35| 17.00000 31535.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0088 715-05149 254.000 LFT | 17.00000 4318.00| 23.15000 5880.10| 24.00000 6096.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0089 715-05152 150.000 LFT | 22.00000 3300.00| 30.80000 4620.00| 52.00000 7800.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0090 715-05169 472.000 LFT | 19.00000 8968.00| 32.20000 15198.40| 24.00000 11328.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0091 715-05203 12434.000 LFT | 2.90000 36058.60| 5.46000 67889.64| 1.10000 13677.40
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0092 715-08282 26.000 TON | 155.00000 4030.00| 205.00000 5330.00| 175.00000 4550.00
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0093 715-08447 190.000 LFT | 83.00000 15770.00| 77.55000 14734.50| 100.00000 19000.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 5.1 | | |
SQ. FT. | | |
0094 715-09064 2225.000 LFT | 1.75000 3893.75| 1.75000 3893.75| 1.10000 2447.50
VIDEO INSPECTION FOR PIPE | | |
0095 715-46005 20.000 EACH | 550.00000 11000.00| 511.97000 10239.40| 600.00000 12000.00
PIPE END SECTION, 15 IN. | | |
0096 715-46040 9.000 EACH | 1500.00000 13500.00| 955.92000 8603.28| 1150.00000 10350.00
PIPE END SECTION, 36 IN. | | |
0097 718-06526 5.800 TON | 155.00000 899.00| 480.00000 2784.00| 175.00000 1015.00
HMA FOR UNDERDRAINS | | |
0098 718-06528 38.000 EACH | 595.00000 22610.00| 634.66000 24117.08| 510.00000 19380.00
OUTLET PROTECTOR, 1 | | |
0099 718-06529 5.000 EACH | 550.00000 2750.00| 607.27000 3036.35| 525.00000 2625.00
OUTLET PROTECTOR, 2 | | |
0100 718-06531 15.000 EACH | 525.00000 7875.00| 571.19000 8567.85| 425.00000 6375.00
OUTLET PROTECTOR, 3 | | |
0101 718-06532 3000.000 LFT | 1.00000 3000.00| 1.00000 3000.00| 1.10000 3300.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0102 718-52610 1609.000 CYS | 35.00000 56315.00| 25.52000 41061.68| 63.00000 101367.00
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -21
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1139301 |( 8 ) 35-0175870 |( 9 ) 35-1357381
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 718-99153 17997.000 SYS | 1.25000 22496.25| 0.53000 9538.41| 1.30000 23396.10
GEOTEXTILES FOR UNDERDRAIN | | |
0104 720-45040 2.000 EACH | 1580.00000 3160.00| 1894.79000 3789.58| 1500.00000 3000.00
INLET, G7 | | |
0105 720-45205 1.000 EACH | 1280.00000 1280.00| 2404.42000 2404.42| 1400.00000 1400.00
CATCH BASIN, A2 | | |
0106 720-45265 1.000 EACH | 600.00000 600.00| 974.70000 974.70| 1050.00000 1050.00
PIPE CATCH BASIN, 15 IN. | | |
0107 720-45270 1.000 EACH | 700.00000 700.00| 1105.82000 1105.82| 1100.00000 1100.00
PIPE CATCH BASIN, 18 IN. | | |
0108 720-94612 1.000 EACH | 3500.00000 3500.00| 6106.12000 6106.12| 3000.00000 3000.00
MANHOLE, K4 | | |
0109 720-95422 4.000 EACH | 2400.00000 9600.00| 3874.21000 15496.84| 2700.00000 10800.00
MANHOLE, J4 | | |
0110 722-51825 LUMP | 7175.00000 7175.00| 7175.00000 7175.00| 4500.00000 4500.00
WATERPROOF SHEET MEMBRANE | | |
0111 723-06660 48.300 SYS | 385.00000 18595.50| 385.00000 18595.50| 500.00000 24150.00
WINGWALL | | |
0113 801-04308 12.000 EACH | 345.00000 4140.00| 345.00000 4140.00| 355.00000 4260.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0114 801-06625 24.000 EACH | 125.00000 3000.00| 125.00000 3000.00| 135.00000 3240.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0115 801-06640 6.000 EACH | 245.00000 1470.00| 245.00000 1470.00| 260.00000 1560.00
CONSTRUCTION SIGN, A | | |
0116 801-06775 LUMP | 28342.11000 28342.11| 77825.31000 77825.31| 50000.00000 50000.00
MAINTAINING TRAFFIC | | |
0117 801-07118 144.000 LFT | 13.75000 1980.00| 13.75000 1980.00| 14.50000 2088.00
BARRICADE, III-A | | |
0118 801-07119 144.000 LFT | 14.75000 2124.00| 14.75000 2124.00| 16.50000 2376.00
BARRICADE, III-B | | |
0119 802-05701 313.000 LFT | 11.70000 3662.10| 11.70000 3662.10| 13.00000 4069.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0120 802-76025 140.000 SFT | 20.00000 2800.00| 20.00000 2800.00| 22.00000 3080.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0121 802-76035 40.000 SFT | 21.00000 840.00| 21.00000 840.00| 23.00000 920.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0122 808-03631 810.000 LFT | 0.70000 567.00| 0.70000 567.00| 0.80000 648.00
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0123 808-03632 406.000 LFT | 0.70000 284.20| 0.70000 284.20| 0.80000 324.80
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -22
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1139301 |( 8 ) 35-0175870 |( 9 ) 35-1357381
|E & B PAVING INC |BERNS CONSTRUCTION COMPANY I |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0124 808-04896 79.000 LFT | 0.70000 55.30| 0.70000 55.30| 0.80000 63.20
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0125 808-06703 19246.000 LFT | 0.34000 6543.64| 0.34000 6543.64| 0.40000 7698.40
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0126 808-06705 189.000 LFT | 2.00000 378.00| 2.00000 378.00| 2.20000 415.80
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0127 808-75215 30.000 LFT | 4.00000 120.00| 4.00000 120.00| 4.20000 126.00
LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | |
IN. | | |
0128 808-75240 2047.000 LFT | 0.34000 695.98| 0.34000 695.98| 0.40000 818.80
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0129 808-75245 6610.000 LFT | 0.34000 2247.40| 0.34000 2247.40| 0.40000 2644.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0130 808-75297 152.000 LFT | 4.50000 684.00| 4.50000 684.00| 4.70000 714.40
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0131 808-75998 147.000 EACH | 34.00000 4998.00| 1.00000 147.00| 24.00000 3528.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0132 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0133 621-01004 4.000 EACH | 650.00000 2600.00| 1000.00000 4000.00| 680.00000 2720.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0134 701-96089 898.000 LFT | 65.00000 58370.00| 65.00000 58370.00| 87.00000 78126.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
0135 701-99086 26.000 EACH | 275.00000 7150.00| 275.00000 7150.00| 140.00000 3640.00
PILE TIP, STEEL SHELL | | |
0136 715-05154 20.000 LFT | 52.00000 1040.00| 38.52000 770.40| 52.00000 1040.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0137 801-03290 11.000 EACH | 260.00000 2860.00| 260.00000 2860.00| 280.00000 3080.00
CONSTRUCTION SIGN, C | | |
0138 203-51223 150.000 CYS | 20.00000 3000.00| 20.00000 3000.00| 15.00000 2250.00
EXCAVATION, WATERWAY | | |
0139 206-51230 465.000 CYS | 45.00000 20925.00| 45.00000 20925.00| 15.00000 6975.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0140 723-07311 84.000 LFT | 1435.00000 120540.00| 1435.00000 120540.00| 2280.00000 191520.00
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
SECTION TOTALS | $ 3,828,507.00| $ 3,891,265.54| $ 3,965,730.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,828,507.00| $ 3,891,265.54| $ 3,965,730.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -23
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 56700.00000 56700.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0009 110-01001 LUMP | 189345.00000 189345.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 44334.70000 44334.70| |
CLEARING RIGHT OF WAY | | |
0011 202-02241 751.000 LFT | 5.25000 3942.75| |
GUARDRAIL, REMOVE | | |
0012 202-51328 LUMP | 3900.00000 3900.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STRUCTURE NO. 1 | | |
0013 202-51328 LUMP | 4500.00000 4500.00| |
PRESENT STRUCTURE, REMOVE PORTIONS | | |
STRUCTURE NO. 3 | | |
0014 202-51330 LUMP | 1970.00000 1970.00| |
PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | |
2 | | |
0015 203-02000 28034.000 CYS | 10.50000 294357.00| |
EXCAVATION, COMMON | | |
0016 205-02770 498.000 SYS | 2.20000 1095.60| |
EROSION CONTROL BLANKET | | |
0017 205-03371 62.000 CYS | 36.00000 2232.00| |
SEDIMENT, REMOVE | | |
0018 205-06931 532.000 TON | 51.00000 27132.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -24
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06933 6.000 EACH | 105.00000 630.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0020 205-06936 180.000 TON | 36.00000 6480.00| |
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 3751.000 LFT | 1.40000 5251.40| |
TEMPORARY SILT FENCE | | |
0022 207-08262 100.000 SYS | 27.00000 2700.00| |
SUBGRADE TREATMENT, TYPE I | | |
0023 207-08265 28804.000 SYS | 3.40000 97933.60| |
SUBGRADE TREATMENT, TYPE IIA | | |
0024 207-08267 1441.000 SYS | 9.60000 13833.60| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0025 211-06467 27.000 CYS | 75.00000 2025.00| |
AGGREGATE FOR END BENT BACKFILL | | |
0026 211-09264 966.800 CYS | 21.00000 20302.80| |
STRUCTURE BACKFILL, TYPE 1 | | |
0027 211-09265 286.000 CYS | 47.00000 13442.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
0028 211-09268 577.000 CYS | 107.00000 61739.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0029 301-07448 4658.000 TON | 22.00000 102476.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-07455 67.400 CYS | 50.00000 3370.00| |
DENSE GRADED SUBBASE | | |
0031 303-07449 289.000 TON | 20.00000 5780.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0032 303-93506 1178.000 CYS | 32.00000 37696.00| |
AGGREGATE, 2 | | |
0033 306-08043 1632.000 SYS | 3.10000 5059.20| |
MILLING, TRANSITION | | |
0034 401-07327 2654.000 TON | 70.00000 185780.00| |
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0035 401-07397 4405.000 TON | 61.00000 268705.00| |
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0036 401-07423 7706.000 TON | 55.00000 423830.00| |
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0037 401-08333 4505.000 TON | 64.00000 288320.00| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0038 402-07450 12.000 TON | 120.00000 1440.00| |
HMA WEDGE AND LEVEL, TYPE A | | |
0039 406-05520 33.310 TON | 500.00000 16655.00| |
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -25
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-01522 12.000 EACH | 2000.00000 24000.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0041 601-06037 12.000 EACH | 880.00000 10560.00| |
GUARDRAIL END TREATMENT, I | | |
0042 601-99105 643.750 LFT | 15.00000 9656.25| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 602-06729 12.000 EACH | 21.00000 252.00| |
BARRIER DELINEATOR | | |
0044 603-06040 1006.000 LFT | 8.50000 8551.00| |
FENCE, FARM FIELD, 47 IN. | | |
0045 603-91748 2.000 EACH | 1150.00000 2300.00| |
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0046 610-06257 398.000 SYS | 100.00000 39800.00| |
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0047 610-07486 2894.000 TON | 75.00000 217050.00| |
HMA FOR APPROACHES, TYPE A | | |
0048 611-06497 11.000 EACH | 165.00000 1815.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0049 615-06490 94.000 EACH | 125.00000 11750.00| |
RIGHT OF WAY MARKER | | |
0050 615-06505 37.000 EACH | 555.00000 20535.00| |
MONUMENT, B | | |
0051 615-06510 1.000 EACH | 555.00000 555.00| |
MONUMENT, C | | |
0052 615-06515 2.000 EACH | 140.00000 280.00| |
MONUMENT, D | | |
0053 615-06527 2.000 EACH | 550.00000 1100.00| |
MONUMENT, SECTION CORNER | | |
0054 616-02320 1724.000 SYS | 2.00000 3448.00| |
GEOTEXTILES | | |
0055 616-05688 261.000 TON | 57.00000 14877.00| |
RIPRAP, CLASS 1 | | |
0056 616-06405 710.000 TON | 33.00000 23430.00| |
RIPRAP, REVETMENT | | |
0057 621-02356 109.000 LBS | 75.00000 8175.00| |
SEEDING, WETLAND | | |
0058 621-06545 6.400 TON | 1390.00000 8896.00| |
FERTILIZER | | |
0059 621-06553 2580.000 LBS | 2.40000 6192.00| |
SEED MIXTURE, R | | |
0060 621-06557 1290.000 LBS | 2.50000 3225.00| |
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -26
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 621-06565 65.000 TON | 300.00000 19500.00| |
MULCHING MATERIAL | | |
0062 621-06574 2010.000 SYS | 3.75000 7537.50| |
SODDING | | |
0063 622-01937 243.000 EACH | 36.00000 8748.00| |
PLANT , SMALL CANOPY | | |
0064 622-05650 567.000 EACH | 270.00000 153090.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0065 622-52436 10.000 EACH | 43.00000 430.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0066 628-09401 18.000 MOS | 3650.00000 65700.00| |
FIELD OFFICE, A | | |
0069 702-51005 34.500 CYS | 1002.00000 34569.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0070 702-51863 32.000 EACH | 24.00000 768.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0071 703-06029 34937.000 LBS | 1.15000 40177.55| |
REINFORCING BARS, EPOXY COATED | | |
0072 704-51002 51.100 CYS | 1360.00000 69496.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0073 706-05732 8.000 EACH | 1950.00000 15600.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0074 706-51020 14.200 CYS | 1172.00000 16642.40| |
CONCRETE, C, RAILING | | |
0075 707-05977 816.000 SFT | 68.00000 55488.00| |
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 17 IN. X 48 IN. | | |
0076 707-08458 288.000 SFT | 89.00000 25632.00| |
STRUCTURAL MEMBERS , CONCRETE BOX BEAM, | | |
WS, 17 IN. X 48 IN. | | |
0077 707-09549 432.000 LFT | 68.00000 29376.00| |
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
WS, 17 IN. X 36 IN. | | |
0078 709-51821 LUMP | 2260.00000 2260.00| |
SURFACE SEAL , STRUCTURE NO 1 | | |
0079 709-51821 LUMP | 1240.00000 1240.00| |
SURFACE SEAL STRUCTURE NO.3 | | |
0080 711-91981 1.000 EACH | 1800.00000 1800.00| |
TIE ROD | | |
0081 715-04555 2.000 EACH | 1160.00000 2320.00| |
PIPE END SECTION, MIN. AREA 5.1 SQ. FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -27
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 715-05019 270.000 LFT | 74.00000 19980.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0083 715-05024 1878.000 LFT | 69.00000 129582.00| |
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0084 715-05048 18132.000 LFT | 2.70000 48956.40| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0085 715-05049 20.000 LFT | 27.00000 540.00| |
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0086 715-05052 20.000 LFT | 29.00000 580.00| |
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0087 715-05053 1855.000 LFT | 14.00000 25970.00| |
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0088 715-05149 254.000 LFT | 31.00000 7874.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0089 715-05152 150.000 LFT | 42.00000 6300.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0090 715-05169 472.000 LFT | 32.00000 15104.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0091 715-05203 12434.000 LFT | 2.10000 26111.40| |
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0092 715-08282 26.000 TON | 300.00000 7800.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0093 715-08447 190.000 LFT | 95.00000 18050.00| |
PIPE, TYPE 1, DEFORMED, MIN. AREA 5.1 | | |
SQ. FT. | | |
0094 715-09064 2225.000 LFT | 1.60000 3560.00| |
VIDEO INSPECTION FOR PIPE | | |
0095 715-46005 20.000 EACH | 370.00000 7400.00| |
PIPE END SECTION, 15 IN. | | |
0096 715-46040 9.000 EACH | 1400.00000 12600.00| |
PIPE END SECTION, 36 IN. | | |
0097 718-06526 5.800 TON | 600.00000 3480.00| |
HMA FOR UNDERDRAINS | | |
0098 718-06528 38.000 EACH | 630.00000 23940.00| |
OUTLET PROTECTOR, 1 | | |
0099 718-06529 5.000 EACH | 590.00000 2950.00| |
OUTLET PROTECTOR, 2 | | |
0100 718-06531 15.000 EACH | 530.00000 7950.00| |
OUTLET PROTECTOR, 3 | | |
0101 718-06532 3000.000 LFT | 1.20000 3600.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0102 718-52610 1609.000 CYS | 31.00000 49879.00| |
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -28
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 718-99153 17997.000 SYS | 1.25000 22496.25| |
GEOTEXTILES FOR UNDERDRAIN | | |
0104 720-45040 2.000 EACH | 2400.00000 4800.00| |
INLET, G7 | | |
0105 720-45205 1.000 EACH | 1730.00000 1730.00| |
CATCH BASIN, A2 | | |
0106 720-45265 1.000 EACH | 1380.00000 1380.00| |
PIPE CATCH BASIN, 15 IN. | | |
0107 720-45270 1.000 EACH | 1390.00000 1390.00| |
PIPE CATCH BASIN, 18 IN. | | |
0108 720-94612 1.000 EACH | 3260.00000 3260.00| |
MANHOLE, K4 | | |
0109 720-95422 4.000 EACH | 3200.00000 12800.00| |
MANHOLE, J4 | | |
0110 722-51825 LUMP | 10800.00000 10800.00| |
WATERPROOF SHEET MEMBRANE | | |
0111 723-06660 48.300 SYS | 840.00000 40572.00| |
WINGWALL | | |
0113 801-04308 12.000 EACH | 370.00000 4440.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0114 801-06625 24.000 EACH | 130.00000 3120.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0115 801-06640 6.000 EACH | 260.00000 1560.00| |
CONSTRUCTION SIGN, A | | |
0116 801-06775 LUMP | 42900.00000 42900.00| |
MAINTAINING TRAFFIC | | |
0117 801-07118 144.000 LFT | 14.00000 2016.00| |
BARRICADE, III-A | | |
0118 801-07119 144.000 LFT | 15.00000 2160.00| |
BARRICADE, III-B | | |
0119 802-05701 313.000 LFT | 12.50000 3912.50| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0120 802-76025 140.000 SFT | 21.00000 2940.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0121 802-76035 40.000 SFT | 22.00000 880.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0122 808-03631 810.000 LFT | 0.75000 607.50| |
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0123 808-03632 406.000 LFT | 0.75000 304.50| |
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 276 -29
TABULATION OF BIDS
CALL ORDER : 276 CONTRACT ID : R -29648-A COUNTIES : HANCOCK
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 10 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0124 808-04896 79.000 LFT | 0.75000 59.25| |
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0125 808-06703 19246.000 LFT | 0.40000 7698.40| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0126 808-06705 189.000 LFT | 2.10000 396.90| |
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0127 808-75215 30.000 LFT | 4.25000 127.50| |
LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | |
IN. | | |
0128 808-75240 2047.000 LFT | 0.40000 818.80| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0129 808-75245 6610.000 LFT | 0.40000 2644.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0130 808-75297 152.000 LFT | 5.00000 760.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0131 808-75998 147.000 EACH | 23.00000 3381.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0132 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0133 621-01004 4.000 EACH | 690.00000 2760.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0134 701-96089 898.000 LFT | 110.00000 98780.00| |
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN, 14 IN | | |
0135 701-99086 26.000 EACH | 150.00000 3900.00| |
PILE TIP, STEEL SHELL | | |
0136 715-05154 20.000 LFT | 89.00000 1780.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0137 801-03290 11.000 EACH | 270.00000 2970.00| |
CONSTRUCTION SIGN, C | | |
0138 203-51223 150.000 CYS | 36.00000 5400.00| |
EXCAVATION, WATERWAY | | |
0139 206-51230 465.000 CYS | 9.25000 4301.25| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0140 723-07311 84.000 LFT | 1740.00000 146160.00| |
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
SECTION TOTALS | $ 4,028,000.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,028,000.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ROAD REPLACEMENT COMPLETION DATE : 10/31/09
LOCATION : ON CR 250N FROM 190 FT WEST OF CR 1100W TO PROJECT(S) : 9944005
1200 FT WEST OF CR 925W
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 2,242,287.32 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,319,912.15 103.4619%
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,330,001.98 103.9118%
4 35-0997978 PHEND & BROWN INC $ 2,606,826.98 116.2575%
5 35-1185040 NIBLOCK EXCAVATING INC $ 2,879,000.00 128.3957%
6 62-1492793 API CONSTRUCTION CORP $ 2,961,734.76 132.0854%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -2
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1065659
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADWAY RECONSTRUCTION
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 16920.00000 16920.00| 40000.00000 40000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 100.00000 200.00| 80.00000 160.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 32.000 MOS | 50.00000 1600.00| 78.72000 2519.04| 40.00000 1280.00
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 108-01614 LUMP | 7200.00000 7200.00| 7200.00000 7200.00| 20000.00000 20000.00
PARTNERING OVERHEAD | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 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| 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 | 112000.00000 112000.00| 92000.00000 92000.00| 111000.00000 111000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 55000.00000 55000.00| 26340.00000 26340.00| 50000.00000 50000.00
CLEARING RIGHT OF WAY | | |
0014 203-02000 12072.000 CYS | 30.00000 362160.00| 20.00000 241440.00| 9.00000 108648.00
EXCAVATION, COMMON | | |
0015 203-02100 2181.100 CYS | 30.00000 65433.00| 10.00000 21811.00| 3.80000 8288.18
EXCAVATION, PEAT | | |
0016 204-02290 7.000 EACH | 225.00000 1575.00| 210.00000 1470.00| 585.00000 4095.00
SETTLEMENT PLATE | | |
0017 204-08396 7.000 EACH | 1250.00000 8750.00| 1727.00000 12089.00| 1000.00000 7000.00
STANDPIPE PIEZOMETER | | |
0018 204-08415 7.000 EACH | 160.00000 1120.00| 84.00000 588.00| 310.00000 2170.00
STAKES, SETTLEMENT | | |
0019 205-06931 152.000 TON | 39.80000 6049.60| 40.00000 6080.00| 39.80000 6049.60
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -3
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1065659
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06933 2.000 EACH | 300.00000 600.00| 125.00000 250.00| 125.00000 250.00
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06934 8.000 TON | 474.00000 3792.00| 474.00000 3792.00| 474.00000 3792.00
TEMPORARY MULCHING | | |
0022 205-06936 3.000 TON | 400.00000 1200.00| 306.00000 918.00| 73.00000 219.00
TEMPORARY SEDIMENT TRAP | | |
0023 205-06937 5341.000 LFT | 1.48000 7904.68| 1.48000 7904.68| 1.40000 7477.40
TEMPORARY SILT FENCE | | |
0024 207-08263 37206.000 SYS | 2.25000 83713.50| 5.00000 186030.00| 4.66000 173379.96
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08267 4896.000 SYS | 4.00000 19584.00| 0.01000 48.96| 7.00000 34272.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0026 211-02050 546.700 CYS | 38.00000 20774.60| 32.60000 17822.42| 30.00000 16401.00
B BORROW | | |
0027 211-09264 260.000 CYS | 12.65000 3289.00| 12.65000 3289.00| 12.00000 3120.00
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 157.000 CYS | 20.70000 3249.90| 20.70000 3249.90| 18.00000 2826.00
STRUCTURE BACKFILL, TYPE 2 | | |
0029 214-07202 3211.000 SYS | 2.10000 6743.10| 2.10000 6743.10| 2.10000 6743.10
GEOGRID, I | | |
0030 301-07448 8534.000 TON | 11.00000 93874.00| 17.00000 145078.00| 13.00000 110942.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 303-04489 2141.000 TON | 27.00000 57807.00| 20.00000 42820.00| 20.00000 42820.00
COMPACTED CRUSHED AGGREGATE, 8 | | |
0032 303-07449 44.000 TON | 38.25000 1683.00| 37.69000 1658.36| 35.00000 1540.00
COMPACTED AGGREGATE, NO. 73 | | |
0033 303-93506 266.000 CYS | 50.40000 13406.40| 50.40000 13406.40| 40.00000 10640.00
AGGREGATE, 2 , FOR CONSTRUCTION | | |
ENTRANCES | | |
0034 401-06264 LUMP | 2000.00000 2000.00| 2600.00000 2600.00| 10000.00000 10000.00
PROFILOGRAPH, HMA | | |
0035 401-07320 846.000 TON | 70.00000 59220.00| 80.00000 67680.00| 88.00000 74448.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0036 401-07321 2114.000 TON | 50.00000 105700.00| 56.00000 118384.00| 52.00000 109928.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0037 401-07390 3567.000 TON | 40.00000 142680.00| 47.00000 167649.00| 44.00000 156948.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0038 401-07406 2537.000 TON | 40.00000 101480.00| 60.00000 152220.00| 47.00000 119239.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0039 401-07423 7905.000 TON | 40.00000 316200.00| 46.00000 363630.00| 46.00000 363630.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0040 401-07429 3889.000 TON | 40.00000 155560.00| 63.00000 245007.00| 52.00000 202228.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -4
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1065659
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 402-07433 106.000 TON | 50.00000 5300.00| 56.00000 5936.00| 72.00000 7632.00
HMA SURFACE, TYPE B | | |
0042 402-07438 180.000 TON | 40.00000 7200.00| 47.00000 8460.00| 59.00000 10620.00
HMA INTERMEDIATE, TYPE B | | |
0043 402-07441 616.000 TON | 40.00000 24640.00| 46.00000 28336.00| 45.00000 27720.00
HMA BASE, TYPE B | | |
0044 406-05520 29.000 TON | 50.00000 1450.00| 1.00000 29.00| 200.00000 5800.00
ASPHALT FOR TACK COAT | | |
0045 604-91531 8.300 SYS | 60.00000 498.00| 30.00000 249.00| 130.00000 1079.00
SIDEWALK, CONCRETE, 4 IN. | | |
0046 610-07487 1239.000 TON | 43.00000 53277.00| 30.00000 37170.00| 62.00000 76818.00
HMA FOR APPROACHES, TYPE B | | |
0047 611-06497 17.000 EACH | 140.00000 2380.00| 140.00000 2380.00| 119.00000 2023.00
MAILBOX ASSEMBLY, SINGLE | | |
0048 615-06490 62.000 EACH | 130.00000 8060.00| 130.00000 8060.00| 130.00000 8060.00
RIGHT OF WAY MARKER | | |
0049 615-06505 15.000 EACH | 500.00000 7500.00| 500.00000 7500.00| 500.00000 7500.00
MONUMENT, B | | |
0050 615-06527 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 400.00000 800.00
MONUMENT, SECTION CORNER | | |
0051 616-02320 7912.000 SYS | 1.20000 9494.40| 1.20000 9494.40| 1.20000 9494.40
GEOTEXTILES | | |
0052 616-06405 566.000 TON | 30.40000 17206.40| 30.40000 17206.40| 30.40000 17206.40
RIPRAP, REVETMENT | | |
0053 621-01004 4.000 EACH | 550.00000 2200.00| 550.00000 2200.00| 550.00000 2200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0054 621-06545 0.400 TON | 1175.00000 470.00| 1175.00000 470.00| 1175.00000 470.00
FERTILIZER | | |
0055 621-06557 320.000 LBS | 4.70000 1504.00| 4.70000 1504.00| 4.70000 1504.00
SEED MIXTURE, T | | |
0056 621-06559 19327.000 SYS | 0.44000 8503.88| 0.44000 8503.88| 0.44000 8503.88
MULCHED SEEDING, R | | |
0057 621-06567 124.000 kGAL | 1.00000 124.00| 1.00000 124.00| 1.00000 124.00
WATER | | |
0058 621-06574 3889.000 SYS | 6.75000 26250.75| 5.05000 19639.45| 5.05000 19639.45
SODDING | | |
0059 621-06575 3915.000 SYS | 4.90000 19183.50| 4.90000 19183.50| 4.90000 19183.50
SODDING, NURSERY | | |
0060 628-09403 16.000 MOS | 1200.00000 19200.00| 1000.00000 16000.00| 2000.00000 32000.00
FIELD OFFICE, C | | |
0061 628-09407 1.000 MOS | 600.00000 600.00| 1500.00000 1500.00| 231.00000 231.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -5
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1065659
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 715-05048 16285.000 LFT | 3.00000 48855.00| 1.00000 16285.00| 2.15000 35012.75
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0063 715-05053 1929.000 LFT | 8.55000 16492.95| 5.00000 9645.00| 7.30000 14081.70
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0064 715-05118 299.000 LFT | 28.85000 8626.15| 28.85000 8626.15| 28.85000 8626.15
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0065 715-05119 68.000 LFT | 28.50000 1938.00| 28.50000 1938.00| 28.50000 1938.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0066 715-05125 139.000 LFT | 35.65000 4955.35| 35.65000 4955.35| 35.65000 4955.35
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0067 715-05151 158.000 LFT | 30.65000 4842.70| 30.65000 4842.70| 30.65000 4842.70
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0068 715-05169 445.000 LFT | 33.20000 14774.00| 33.20000 14774.00| 33.20000 14774.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0069 715-05171 151.000 LFT | 35.10000 5300.10| 35.10000 5300.10| 35.10000 5300.10
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0070 715-46005 23.000 EACH | 168.00000 3864.00| 168.00000 3864.00| 168.00000 3864.00
PIPE END SECTION, 15 IN. | | |
0071 715-46010 6.000 EACH | 196.00000 1176.00| 196.00000 1176.00| 196.00000 1176.00
PIPE END SECTION, 18 IN. | | |
0072 715-46030 4.000 EACH | 506.00000 2024.00| 506.00000 2024.00| 506.00000 2024.00
PIPE END SECTION, 30 IN. | | |
0073 718-06528 6.000 EACH | 500.00000 3000.00| 400.00000 2400.00| 1000.00000 6000.00
OUTLET PROTECTOR, 1 | | |
0074 718-06529 20.000 EACH | 500.00000 10000.00| 400.00000 8000.00| 650.00000 13000.00
OUTLET PROTECTOR, 2 | | |
0075 718-52610 1417.000 CYS | 20.00000 28340.00| 20.00000 28340.00| 35.00000 49595.00
AGGREGATE FOR UNDERDRAINS | | |
0076 720-45035 2.000 EACH | 2420.00000 4840.00| 2420.00000 4840.00| 2420.00000 4840.00
INLET, F7 | | |
0077 801-03290 2.000 EACH | 220.00000 440.00| 220.00000 440.00| 130.00000 260.00
CONSTRUCTION SIGN, C | | |
0078 801-04308 10.000 EACH | 250.00000 2500.00| 250.00000 2500.00| 240.00000 2400.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0079 801-06625 38.000 EACH | 99.00000 3762.00| 99.00000 3762.00| 70.00000 2660.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0080 801-06640 18.000 EACH | 200.00000 3600.00| 125.00000 2250.00| 99.00000 1782.00
CONSTRUCTION SIGN, A | | |
0081 801-06775 LUMP | 6300.00000 6300.00| 1200.00000 1200.00| 67900.00000 67900.00
MAINTAINING TRAFFIC | | |
0082 801-07119 110.000 LFT | 16.00000 1760.00| 16.00000 1760.00| 10.00000 1100.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -6
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1065659
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 802-05704 242.000 LFT | 16.00000 3872.00| 16.00000 3872.00| 9.00000 2178.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0084 802-76025 76.000 SFT | 15.00000 1140.00| 15.00000 1140.00| 16.00000 1216.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0085 802-76035 61.000 SFT | 20.00000 1220.00| 20.00000 1220.00| 19.00000 1159.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0086 808-06703 17806.000 LFT | 0.27000 4807.62| 0.27000 4807.62| 0.27000 4807.62
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0087 808-06716 1551.000 LFT | 0.75000 1163.25| 0.75000 1163.25| 0.75000 1163.25
LINE, REMOVE | | |
0088 808-75240 1973.000 LFT | 0.27000 532.71| 0.27000 532.71| 0.27000 532.71
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0089 808-75245 3764.000 LFT | 0.27000 1016.28| 0.27000 1016.28| 0.27000 1016.28
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0090 808-75297 87.000 LFT | 6.50000 565.50| 6.50000 565.50| 6.50000 565.50
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0091 808-75998 134.000 EACH | 23.00000 3082.00| 23.00000 3082.00| 23.00000 3082.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,242,287.32| $ 2,319,912.15| $ 2,330,001.98
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,242,287.32| $ 2,319,912.15| $ 2,330,001.98
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -7
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1185040 |( 6 ) 62-1492793
|PHEND & BROWN INC |NIBLOCK EXCAVATING INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADWAY RECONSTRUCTION
| | |
0001 105-06845 LUMP | 27000.00000 27000.00| 35000.00000 35000.00| 30000.00000 30000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 300.00000 600.00| 125.00000 250.00| 135.00000 270.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 32.000 MOS | 54.00000 1728.00| 75.00000 2400.00| 80.00000 2560.00
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 108-01614 LUMP | 7200.00000 7200.00| 9000.00000 9000.00| 7800.00000 7800.00
PARTNERING OVERHEAD | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 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| 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 | 130341.00000 130341.00| 140000.00000 140000.00| 80000.00000 80000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 22000.00000 22000.00| 90416.08000 90416.08| 102000.00000 102000.00
CLEARING RIGHT OF WAY | | |
0014 203-02000 12072.000 CYS | 15.75000 190134.00| 17.50000 211260.00| 13.00000 156936.00
EXCAVATION, COMMON | | |
0015 203-02100 2181.100 CYS | 16.00000 34897.60| 17.85000 38932.64| 8.00000 17448.80
EXCAVATION, PEAT | | |
0016 204-02290 7.000 EACH | 620.00000 4340.00| 1000.00000 7000.00| 860.00000 6020.00
SETTLEMENT PLATE | | |
0017 204-08396 7.000 EACH | 1500.00000 10500.00| 750.00000 5250.00| 800.00000 5600.00
STANDPIPE PIEZOMETER | | |
0018 204-08415 7.000 EACH | 150.00000 1050.00| 750.00000 5250.00| 215.00000 1505.00
STAKES, SETTLEMENT | | |
0019 205-06931 152.000 TON | 40.00000 6080.00| 46.50000 7068.00| 55.00000 8360.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -8
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1185040 |( 6 ) 62-1492793
|PHEND & BROWN INC |NIBLOCK EXCAVATING INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06933 2.000 EACH | 125.00000 250.00| 125.00000 250.00| 125.00000 250.00
TEMPORARY DITCH INLET PROTECTION | | |
0021 205-06934 8.000 TON | 474.00000 3792.00| 474.00000 3792.00| 474.00000 3792.00
TEMPORARY MULCHING | | |
0022 205-06936 3.000 TON | 37.00000 111.00| 81.25000 243.75| 80.00000 240.00
TEMPORARY SEDIMENT TRAP | | |
0023 205-06937 5341.000 LFT | 1.60000 8545.60| 1.48000 7904.68| 1.48000 7904.68
TEMPORARY SILT FENCE | | |
0024 207-08263 37206.000 SYS | 5.00000 186030.00| 3.90000 145103.40| 12.50000 465075.00
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08267 4896.000 SYS | 5.00000 24480.00| 9.25000 45288.00| 8.00000 39168.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0026 211-02050 546.700 CYS | 18.00000 9840.60| 24.65000 13476.16| 25.00000 13667.50
B BORROW | | |
0027 211-09264 260.000 CYS | 14.00000 3640.00| 24.65000 6409.00| 25.00000 6500.00
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 157.000 CYS | 23.00000 3611.00| 52.00000 8164.00| 26.00000 4082.00
STRUCTURE BACKFILL, TYPE 2 | | |
0029 214-07202 3211.000 SYS | 1.85000 5940.35| 4.10000 13165.10| 6.00000 19266.00
GEOGRID, I | | |
0030 301-07448 8534.000 TON | 14.00000 119476.00| 17.25000 147211.50| 15.00000 128010.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 303-04489 2141.000 TON | 17.00000 36397.00| 30.60000 65514.60| 15.00000 32115.00
COMPACTED CRUSHED AGGREGATE, 8 | | |
0032 303-07449 44.000 TON | 36.00000 1584.00| 44.43000 1954.92| 47.00000 2068.00
COMPACTED AGGREGATE, NO. 73 | | |
0033 303-93506 266.000 CYS | 10.25000 2726.50| 34.55000 9190.30| 48.00000 12768.00
AGGREGATE, 2 , FOR CONSTRUCTION | | |
ENTRANCES | | |
0034 401-06264 LUMP | 4800.00000 4800.00| 12685.00000 12685.00| 3500.00000 3500.00
PROFILOGRAPH, HMA | | |
0035 401-07320 846.000 TON | 78.00000 65988.00| 102.00000 86292.00| 72.00000 60912.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0036 401-07321 2114.000 TON | 63.00000 133182.00| 67.40000 142483.60| 64.00000 135296.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0037 401-07390 3567.000 TON | 59.00000 210453.00| 59.00000 210453.00| 58.00000 206886.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0038 401-07406 2537.000 TON | 63.00000 159831.00| 57.96000 147044.52| 58.00000 147146.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0039 401-07423 7905.000 TON | 55.00000 434775.00| 57.71000 456197.55| 58.00000 458490.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0040 401-07429 3889.000 TON | 70.00000 272230.00| 67.15000 261146.35| 61.00000 237229.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -9
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1185040 |( 6 ) 62-1492793
|PHEND & BROWN INC |NIBLOCK EXCAVATING INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 402-07433 106.000 TON | 65.00000 6890.00| 71.65000 7594.90| 62.00000 6572.00
HMA SURFACE, TYPE B | | |
0042 402-07438 180.000 TON | 65.00000 11700.00| 64.35000 11583.00| 56.00000 10080.00
HMA INTERMEDIATE, TYPE B | | |
0043 402-07441 616.000 TON | 69.00000 42504.00| 61.50000 37884.00| 56.00000 34496.00
HMA BASE, TYPE B | | |
0044 406-05520 29.000 TON | 1.00000 29.00| 1.00000 29.00| 200.00000 5800.00
ASPHALT FOR TACK COAT | | |
0045 604-91531 8.300 SYS | 180.00000 1494.00| 55.65000 461.90| 32.00000 265.60
SIDEWALK, CONCRETE, 4 IN. | | |
0046 610-07487 1239.000 TON | 60.00000 74340.00| 72.15000 89393.85| 88.00000 109032.00
HMA FOR APPROACHES, TYPE B | | |
0047 611-06497 17.000 EACH | 518.00000 8806.00| 119.00000 2023.00| 165.00000 2805.00
MAILBOX ASSEMBLY, SINGLE | | |
0048 615-06490 62.000 EACH | 358.00000 22196.00| 130.00000 8060.00| 130.00000 8060.00
RIGHT OF WAY MARKER | | |
0049 615-06505 15.000 EACH | 728.00000 10920.00| 500.00000 7500.00| 685.00000 10275.00
MONUMENT, B | | |
0050 615-06527 2.000 EACH | 628.00000 1256.00| 400.00000 800.00| 575.00000 1150.00
MONUMENT, SECTION CORNER | | |
0051 616-02320 7912.000 SYS | 2.00000 15824.00| 2.75000 21758.00| 1.25000 9890.00
GEOTEXTILES | | |
0052 616-06405 566.000 TON | 27.50000 15565.00| 47.56000 26918.96| 42.00000 23772.00
RIPRAP, REVETMENT | | |
0053 621-01004 4.000 EACH | 550.00000 2200.00| 550.00000 2200.00| 550.00000 2200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0054 621-06545 0.400 TON | 1175.00000 470.00| 1175.00000 470.00| 1175.00000 470.00
FERTILIZER | | |
0055 621-06557 320.000 LBS | 4.70000 1504.00| 4.70000 1504.00| 4.70000 1504.00
SEED MIXTURE, T | | |
0056 621-06559 19327.000 SYS | 0.44000 8503.88| 0.44000 8503.88| 0.44000 8503.88
MULCHED SEEDING, R | | |
0057 621-06567 124.000 kGAL | 1.00000 124.00| 1.00000 124.00| 1.00000 124.00
WATER | | |
0058 621-06574 3889.000 SYS | 3.75000 14583.75| 2.90000 11278.10| 3.75000 14583.75
SODDING | | |
0059 621-06575 3915.000 SYS | 3.75000 14681.25| 2.90000 11353.50| 3.75000 14681.25
SODDING, NURSERY | | |
0060 628-09403 16.000 MOS | 2006.00000 32096.00| 2350.00000 37600.00| 1500.00000 24000.00
FIELD OFFICE, C | | |
0061 628-09407 1.000 MOS | 231.00000 231.00| 445.00000 445.00| 500.00000 500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -10
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1185040 |( 6 ) 62-1492793
|PHEND & BROWN INC |NIBLOCK EXCAVATING INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 715-05048 16285.000 LFT | 3.20000 52112.00| 3.20000 52112.00| 5.50000 89567.50
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0063 715-05053 1929.000 LFT | 16.00000 30864.00| 16.00000 30864.00| 10.00000 19290.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0064 715-05118 299.000 LFT | 12.00000 3588.00| 29.30000 8760.70| 25.00000 7475.00
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0065 715-05119 68.000 LFT | 15.00000 1020.00| 36.75000 2499.00| 28.00000 1904.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0066 715-05125 139.000 LFT | 30.00000 4170.00| 56.70000 7881.30| 48.00000 6672.00
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0067 715-05151 158.000 LFT | 15.00000 2370.00| 36.75000 5806.50| 28.00000 4424.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0068 715-05169 445.000 LFT | 15.00000 6675.00| 36.75000 16353.75| 28.00000 12460.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0069 715-05171 151.000 LFT | 18.00000 2718.00| 39.10000 5904.10| 30.00000 4530.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0070 715-46005 23.000 EACH | 100.00000 2300.00| 265.00000 6095.00| 250.00000 5750.00
PIPE END SECTION, 15 IN. | | |
0071 715-46010 6.000 EACH | 125.00000 750.00| 295.00000 1770.00| 270.00000 1620.00
PIPE END SECTION, 18 IN. | | |
0072 715-46030 4.000 EACH | 395.00000 1580.00| 705.00000 2820.00| 560.00000 2240.00
PIPE END SECTION, 30 IN. | | |
0073 718-06528 6.000 EACH | 500.00000 3000.00| 740.00000 4440.00| 740.00000 4440.00
OUTLET PROTECTOR, 1 | | |
0074 718-06529 20.000 EACH | 500.00000 10000.00| 775.00000 15500.00| 675.00000 13500.00
OUTLET PROTECTOR, 2 | | |
0075 718-52610 1417.000 CYS | 28.50000 40384.50| 36.40000 51578.80| 25.00000 35425.00
AGGREGATE FOR UNDERDRAINS | | |
0076 720-45035 2.000 EACH | 800.00000 1600.00| 1780.00000 3560.00| 850.00000 1700.00
INLET, F7 | | |
0077 801-03290 2.000 EACH | 130.00000 260.00| 130.00000 260.00| 220.00000 440.00
CONSTRUCTION SIGN, C | | |
0078 801-04308 10.000 EACH | 240.00000 2400.00| 240.00000 2400.00| 250.00000 2500.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0079 801-06625 38.000 EACH | 70.00000 2660.00| 70.00000 2660.00| 99.00000 3762.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0080 801-06640 18.000 EACH | 99.00000 1782.00| 99.00000 1782.00| 125.00000 2250.00
CONSTRUCTION SIGN, A | | |
0081 801-06775 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 30000.00000 30000.00
MAINTAINING TRAFFIC | | |
0082 801-07119 110.000 LFT | 10.30000 1133.00| 10.00000 1100.00| 16.00000 1760.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 280 -11
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -29690-A COUNTIES : LAGRANGE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1185040 |( 6 ) 62-1492793
|PHEND & BROWN INC |NIBLOCK EXCAVATING INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 802-05704 242.000 LFT | 9.00000 2178.00| 25.00000 6050.00| 11.00000 2662.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0084 802-76025 76.000 SFT | 16.00000 1216.00| 31.00000 2356.00| 22.50000 1710.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0085 802-76035 61.000 SFT | 19.00000 1159.00| 39.00000 2379.00| 22.00000 1342.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0086 808-06703 17806.000 LFT | 0.30000 5341.80| 0.27000 4807.62| 0.35000 6232.10
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0087 808-06716 1551.000 LFT | 0.50000 775.50| 0.50000 775.50| 0.35000 542.85
LINE, REMOVE | | |
0088 808-75240 1973.000 LFT | 0.30000 591.90| 0.27000 532.71| 0.35000 690.55
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0089 808-75245 3764.000 LFT | 0.30000 1129.20| 0.27000 1016.28| 0.35000 1317.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0090 808-75297 87.000 LFT | 3.15000 274.05| 6.50000 565.50| 8.00000 696.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0091 808-75998 134.000 EACH | 24.75000 3316.50| 23.00000 3082.00| 23.85000 3195.90
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,606,826.98| $ 2,879,000.00| $ 2,961,734.76
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,606,826.98| $ 2,879,000.00| $ 2,961,734.76
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -1
VENDOR RANKING
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 09/25/09
LOCATION : ON INDIANA STREET FROM INTERSECTION OF SR 236 PROJECT(S) : 0500989
TO RAILROAD TRACKS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 980,466.27 100.0000%
2 35-1461789 POINDEXTER EXCAVATING $ 985,104.60 100.4731%
3 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 1,005,690.11 102.5726%
4 37-0797609 FEUTZ CONTRACTORS INC $ 1,069,273.20 109.0576%
5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,072,925.00 109.4301%
6 35-1609544 SCHUTT-LOOKABILL CO $ 1,169,333.52 119.2630%
7 35-1111003 WHITE CONSTRUCTION INC $ 1,187,533.00 121.1192%
8 35-1917625 MILESTONE CONTRACTORS LP $ 1,242,868.20 126.7630%
9 35-1181156 KANIZER EXCAVATING CO $ 1,440,016.44 146.8706%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -2
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-2113672
|CRIDER & CRIDER INC |POINDEXTER EXCAVATING |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 25000.00000 25000.00| 9225.00000 9225.00| 7426.13000 7426.13
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 50000.00000 50000.00| 43000.00000 43000.00| 30983.50000 30983.50
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 20000.00000 20000.00| 25000.00000 25000.00| 30180.47000 30180.47
CLEARING RIGHT OF WAY | | |
0010 202-02255 1.000 EACH | 200.00000 200.00| 1500.00000 1500.00| 573.56000 573.56
TREE, 18 IN., REMOVE | | |
0011 202-02260 1.000 EACH | 250.00000 250.00| 2000.00000 2000.00| 845.25000 845.25
TREE, 30 IN., REMOVE | | |
0012 202-02264 3.000 EACH | 1000.00000 3000.00| 3000.00000 9000.00| 947.89000 2843.67
TREE, 42 IN., REMOVE | | |
0013 202-02265 1.000 EACH | 1500.00000 1500.00| 3700.00000 3700.00| 1068.64000 1068.64
TREE, 48 IN., REMOVE | | |
0014 202-02270 1.000 EACH | 2000.00000 2000.00| 4200.00000 4200.00| 1310.14000 1310.14
TREE, 60 IN., REMOVE | | |
0015 202-02278 1450.000 LFT | 2.50000 3625.00| 10.00000 14500.00| 2.83000 4103.50
CURB, CONCRETE, REMOVE | | |
0016 202-52710 1400.000 SYS | 3.00000 4200.00| 16.00000 22400.00| 4.69000 6566.00
SIDEWALK, CONCRETE, REMOVE | | |
0017 202-91385 6.000 EACH | 250.00000 1500.00| 500.00000 3000.00| 244.38000 1466.28
INLET, REMOVE | | |
0018 202-93047 1.000 EACH | 500.00000 500.00| 750.00000 750.00| 400.60000 400.60
MANHOLE, REMOVE | | |
0019 202-96133 864.000 LFT | 10.00000 8640.00| 14.00000 12096.00| 13.86000 11975.04
PIPE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -3
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-2113672
|CRIDER & CRIDER INC |POINDEXTER EXCAVATING |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 203-02000 3941.000 CYS | 23.50000 92613.50| 12.00000 47292.00| 7.32000 28848.12
EXCAVATION, COMMON | | |
0021 205-03371 28.000 CYS | 10.00000 280.00| 40.00000 1120.00| 64.69000 1811.32
SEDIMENT, REMOVE | | |
0022 207-08267 857.000 SYS | 9.00000 7713.00| 10.00000 8570.00| 39.73000 34048.61
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 207-08268 6159.000 SYS | 10.00000 61590.00| 10.00000 61590.00| 11.79000 72614.61
SUBGRADE TREATMENT, TYPE IV | | |
0024 210-07794 9.000 EACH | 100.00000 900.00| 500.00000 4500.00| 440.85000 3967.65
WATER MAIN , ABANDON EXISTING WATER MAI | | |
0025 210-07797 3.000 EACH | 500.00000 1500.00| 1000.00000 3000.00| 752.90000 2258.70
WATER , FIRE HYDRANT ASSEMBLY, REMOVE | | |
0026 210-07797 19.000 EACH | 100.00000 1900.00| 500.00000 9500.00| 82.32000 1564.08
WATER , METER ASSEMBLY, REMOVE | | |
0027 210-09553 275.000 LFT | 10.00000 2750.00| 80.00000 22000.00| 56.13000 15435.75
MAIN , GAS MAIN, PE, 2" | | |
0028 210-09553 275.000 LFT | 5.00000 1375.00| 9.00000 2475.00| 12.26000 3371.50
MAIN , GAS MAIN, REMOVE | | |
0029 211-09264 1864.000 CYS | 40.00000 74560.00| 18.00000 33552.00| 26.68000 49731.52
STRUCTURE BACKFILL, TYPE 1 | | |
0030 306-08043 304.000 SYS | 10.00000 3040.00| 8.00000 2432.00| 9.96000 3027.84
MILLING, TRANSITION | | |
0031 401-07407 2291.000 TON | 52.00000 119132.00| 55.00000 126005.00| 57.33000 131343.03
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0032 402-07433 428.000 TON | 68.00000 29104.00| 72.00000 30816.00| 74.97000 32087.16
HMA SURFACE, TYPE B | | |
0033 402-07438 672.000 TON | 60.00000 40320.00| 64.00000 43008.00| 66.15000 44452.80
HMA INTERMEDIATE, TYPE B | | |
0034 406-05520 3.700 TON | 500.00000 1850.00| 530.00000 1961.00| 551.25000 2039.63
ASPHALT FOR TACK COAT | | |
0035 604-07900 70.000 SYS | 110.00000 7700.00| 140.00000 9800.00| 93.06000 6514.20
CURB RAMP, CONCRETE, F | | |
0036 604-07901 34.000 SYS | 135.00000 4590.00| 120.00000 4080.00| 117.05000 3979.70
CURB RAMP, CONCRETE, G | | |
0037 604-07902 14.000 SYS | 100.00000 1400.00| 120.00000 1680.00| 98.75000 1382.50
CURB RAMP, CONCRETE, H | | |
0038 604-07903 13.000 SYS | 105.00000 1365.00| 120.00000 1560.00| 114.24000 1485.12
CURB RAMP, CONCRETE, K | | |
0039 604-44251 1.000 CYS | 850.00000 850.00| 800.00000 800.00| 971.80000 971.80
STEPS, CONCRETE | | |
0040 604-91531 1055.000 SYS | 30.00000 31650.00| 43.00000 45365.00| 51.04000 53847.20
SIDEWALK, CONCRETE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -4
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-2113672
|CRIDER & CRIDER INC |POINDEXTER EXCAVATING |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 605-06120 316.000 LFT | 18.00000 5688.00| 20.00000 6320.00| 34.51000 10905.16
CURB, CONCRETE | | |
0042 605-06140 1880.000 LFT | 14.00000 26320.00| 14.00000 26320.00| 16.81000 31602.80
CURB AND GUTTER, CONCRETE | | |
0043 610-07487 233.000 TON | 115.00000 26795.00| 120.00000 27960.00| 126.79000 29542.07
HMA FOR APPROACHES, TYPE B | | |
0044 610-08446 393.000 SYS | 36.00000 14148.00| 52.00000 20436.00| 57.01000 22404.93
PCCP FOR APPROACHES, 6 IN. | | |
0045 610-09108 434.000 SYS | 46.00000 19964.00| 56.00000 24304.00| 71.84000 31178.56
PCCP FOR APPROACHES, 9 IN. | | |
0046 621-06567 3.200 kGAL | 5.00000 16.00| 8.00000 25.60| 132.18000 422.98
WATER | | |
0047 621-06575 892.000 SYS | 3.55000 3166.60| 4.00000 3568.00| 4.74000 4228.08
SODDING, NURSERY | | |
0048 622-04992 1.000 EACH | 1000.00000 1000.00| 650.00000 650.00| 300.01000 300.01
DRAIN ROOF, DISCONNECT | | |
0049 628-09402 9.000 MOS | 2000.00000 18000.00| 1700.00000 15300.00| 1547.79000 13930.11
FIELD OFFICE, B | | |
0050 715-02916 15.000 LFT | 25.00000 375.00| 36.00000 540.00| 31.95000 479.25
WATER MAIN, PVC, SDR 21, 2 IN. HDPE | | |
0051 715-05149 208.000 LFT | 35.00000 7280.00| 28.00000 5824.00| 33.04000 6872.32
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0052 715-05151 491.000 LFT | 30.00000 14730.00| 30.00000 14730.00| 36.69000 18014.79
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0053 715-05154 468.000 LFT | 40.00000 18720.00| 45.00000 21060.00| 49.62000 23222.16
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0054 715-05156 172.000 LFT | 55.00000 9460.00| 68.00000 11696.00| 61.83000 10634.76
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0055 715-08305 38.000 TON | 180.00000 6840.00| 180.00000 6840.00| 198.45000 7541.10
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0056 715-09064 1313.000 LFT | 1.25000 1641.25| 1.80000 2363.40| 3.68000 4831.84
VIDEO INSPECTION FOR PIPE | | |
0057 715-93911 60.000 LFT | 20.00000 1200.00| 18.00000 1080.00| 22.18000 1330.80
WATER MAIN, 4 IN. PVC, C900 | | |
0058 715-93912 15.000 LFT | 50.00000 750.00| 35.00000 525.00| 37.04000 555.60
WATER MAIN, 6 IN. PVC, C900 | | |
0059 715-93913 1350.000 LFT | 25.00000 33750.00| 24.50000 33075.00| 28.85000 38947.50
WATER MAIN, 8 IN. PVC, C900 | | |
0060 715-96629 530.000 LFT | 20.00000 10600.00| 23.00000 12190.00| 16.34000 8660.20
WATER SERVICE LINE, 1 IN. | | |
0061 720-01092 1.000 EACH | 3000.00000 3000.00| 3235.00000 3235.00| 3603.26000 3603.26
MANHOLE, J15, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -5
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-2113672
|CRIDER & CRIDER INC |POINDEXTER EXCAVATING |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 720-09079 1.000 EACH | 1700.00000 1700.00| 2028.00000 2028.00| 3579.12000 3579.12
INLET, HA5, MODIFIED | | |
0063 720-44000 3.000 EACH | 1000.00000 3000.00| 650.00000 1950.00| 320.75000 962.25
CASTING, ADJUST TO GRADE | | |
0064 720-45410 3.000 EACH | 2000.00000 6000.00| 2370.00000 7110.00| 1498.19000 4494.57
MANHOLE, C4 | | |
0065 720-93409 1.000 EACH | 2000.00000 2000.00| 2035.00000 2035.00| 2118.04000 2118.04
INLET, B15, MODIFIED | | |
0066 720-93411 1.000 EACH | 2000.00000 2000.00| 2050.00000 2050.00| 2202.56000 2202.56
INLET, C15, MODIFIED | | |
0067 720-94612 1.000 EACH | 3000.00000 3000.00| 3600.00000 3600.00| 2744.74000 2744.74
MANHOLE, K4 | | |
0068 720-95422 2.000 EACH | 2700.00000 5400.00| 3130.00000 6260.00| 2186.87000 4373.74
MANHOLE, J4 | | |
0069 720-96999 3.000 EACH | 3000.00000 9000.00| 3008.00000 9024.00| 3946.68000 11840.04
FIRE HYDRANT ASSEMBLY | | |
0070 720-98174 9.000 EACH | 2000.00000 18000.00| 2060.00000 18540.00| 2185.66000 19670.94
INLET, B15 | | |
0071 720-98555 2.000 EACH | 2000.00000 4000.00| 2060.00000 4120.00| 2219.48000 4438.96
INLET, C15 | | |
0072 732-02388 2.000 EACH | 3000.00000 6000.00| 1335.00000 2670.00| 3785.69000 7571.38
WATER MAIN , CROSS TAP ASSEMBLY, 4" | | |
0073 732-02388 1.000 EACH | 3300.00000 3300.00| 1760.00000 1760.00| 9945.49000 9945.49
WATER MAIN , CROSS TAP ASSEMBLY, 6" | | |
0074 732-02388 1.000 EACH | 3700.00000 3700.00| 2540.00000 2540.00| 4425.67000 4425.67
WATER MAIN , VALVE WITH BOX, TAPPING, 8 | | |
0075 732-02388 3.000 EACH | 3000.00000 9000.00| 1532.00000 4596.00| 1262.30000 3786.90
WATER MAIN , VALVE WITH BOX, TAPPING, | | |
WATER, 4" | | |
0076 732-02388 1.000 EACH | 3500.00000 3500.00| 1771.00000 1771.00| 6680.24000 6680.24
WATER MAIN , VALVE WITH BOX, TAPPING, | | |
WATER, 6" | | |
0077 732-02532 2.000 EACH | 1300.00000 2600.00| 1250.00000 2500.00| 2007.64000 4015.28
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 8 IN. , 8 IN. | | |
0078 732-04926 1.000 EACH | 1000.00000 1000.00| 400.00000 400.00| 1102.50000 1102.50
VALVE , GAS, 2" | | |
0079 732-04994 1.000 EACH | 1000.00000 1000.00| 500.00000 500.00| 10213.22000 10213.22
METER WATER METER ASSEMBLY, 1" | | |
0080 732-04994 18.000 EACH | 500.00000 9000.00| 460.00000 8280.00| 43.40000 781.20
METER WATER METER ASSEMBLY, 5/8" | | |
0081 732-09196 1.000 EACH | 1000.00000 1000.00| 485.00000 485.00| 998.48000 998.48
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 2" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -6
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1461789 |( 3 ) 35-2113672
|CRIDER & CRIDER INC |POINDEXTER EXCAVATING |MCCULLOUGH & DI BENEDETTO EXC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 732-94780 19.000 EACH | 500.00000 9500.00| 100.00000 1900.00| 308.55000 5862.45
WATER SERVICE CONNECTION , 1" | | |
0083 801-04308 6.000 EACH | 225.00000 1350.00| 420.00000 2520.00| 476.96000 2861.76
ROAD CLOSURE SIGN ASSEMBLY | | |
0084 801-06625 38.000 EACH | 129.00000 4902.00| 100.00000 3800.00| 114.71000 4358.98
DETOUR ROUTE MARKER ASSEMBLY | | |
0085 801-06640 13.000 EACH | 138.00000 1794.00| 143.00000 1859.00| 163.01000 2119.13
CONSTRUCTION SIGN, A | | |
0086 801-06645 16.000 EACH | 53.00000 848.00| 69.00000 1104.00| 79.24000 1267.84
CONSTRUCTION SIGN, B | | |
0087 801-06775 LUMP | 25000.00000 25000.00| 29000.00000 29000.00| 7856.00000 7856.00
MAINTAINING TRAFFIC | | |
0088 801-07118 128.000 LFT | 13.00000 1664.00| 11.00000 1408.00| 12.03000 1539.84
BARRICADE, III-A | | |
0089 801-07119 48.000 LFT | 20.00000 960.00| 13.00000 624.00| 13.89000 666.72
BARRICADE, III-B | | |
0090 802-05701 198.000 LFT | 25.45000 5039.10| 22.00000 4356.00| 18.91000 3744.18
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0091 802-76020 21.500 SFT | 19.80000 425.70| 60.00000 1290.00| 22.47000 483.11
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0092 808-06703 154.000 LFT | 2.00000 308.00| 3.00000 462.00| 2.36000 363.44
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0093 808-75245 2618.000 LFT | 0.59000 1544.62| 0.70000 1832.60| 0.79000 2068.22
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0094 808-75297 195.000 LFT | 4.75000 926.25| 5.00000 975.00| 5.37000 1047.15
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0095 808-75300 615.000 LFT | 1.15000 707.25| 2.00000 1230.00| 1.35000 830.25
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0096 808-75340 2.000 EACH | 450.00000 900.00| 400.00000 800.00| 392.44000 784.88
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0097 808-97664 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 150.94000 150.94
PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 980,466.27| $ 985,104.60| $ 1,005,690.11
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 980,466.27| $ 985,104.60| $ 1,005,690.11
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -7
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 37-0797609 |( 5 ) 35-0918397 |( 6 ) 35-1609544
|FEUTZ CONTRACTORS INC |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 11000.00000 11000.00| 8700.00000 8700.00| 14796.00000 14796.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 48000.00000 48000.00| 43373.90000 43373.90| 117883.60000 117883.60
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 5500.00000 5500.00| 8000.00000 8000.00| 8118.68000 8118.68
CLEARING RIGHT OF WAY | | |
0010 202-02255 1.000 EACH | 630.00000 630.00| 625.00000 625.00| 271.95000 271.95
TREE, 18 IN., REMOVE | | |
0011 202-02260 1.000 EACH | 1000.00000 1000.00| 1300.00000 1300.00| 434.31000 434.31
TREE, 30 IN., REMOVE | | |
0012 202-02264 3.000 EACH | 1700.00000 5100.00| 1750.00000 5250.00| 722.25000 2166.75
TREE, 42 IN., REMOVE | | |
0013 202-02265 1.000 EACH | 2000.00000 2000.00| 2050.00000 2050.00| 1151.75000 1151.75
TREE, 48 IN., REMOVE | | |
0014 202-02270 1.000 EACH | 2500.00000 2500.00| 3860.00000 3860.00| 1344.35000 1344.35
TREE, 60 IN., REMOVE | | |
0015 202-02278 1450.000 LFT | 11.00000 15950.00| 6.00000 8700.00| 5.73000 8308.50
CURB, CONCRETE, REMOVE | | |
0016 202-52710 1400.000 SYS | 14.00000 19600.00| 8.50000 11900.00| 7.22000 10108.00
SIDEWALK, CONCRETE, REMOVE | | |
0017 202-91385 6.000 EACH | 550.00000 3300.00| 505.00000 3030.00| 300.74000 1804.44
INLET, REMOVE | | |
0018 202-93047 1.000 EACH | 765.00000 765.00| 505.00000 505.00| 601.48000 601.48
MANHOLE, REMOVE | | |
0019 202-96133 864.000 LFT | 16.00000 13824.00| 17.50000 15120.00| 6.75000 5832.00
PIPE, REMOVE | | |
0020 203-02000 3941.000 CYS | 14.00000 55174.00| 28.00000 110348.00| 19.91000 78465.31
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -8
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 37-0797609 |( 5 ) 35-0918397 |( 6 ) 35-1609544
|FEUTZ CONTRACTORS INC |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-03371 28.000 CYS | 15.00000 420.00| 80.00000 2240.00| 31.84000 891.52
SEDIMENT, REMOVE | | |
0022 207-08267 857.000 SYS | 8.20000 7027.40| 23.00000 19711.00| 16.84000 14431.88
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 207-08268 6159.000 SYS | 14.00000 86226.00| 15.00000 92385.00| 15.90000 97928.10
SUBGRADE TREATMENT, TYPE IV | | |
0024 210-07794 9.000 EACH | 300.00000 2700.00| 275.00000 2475.00| 474.69000 4272.21
WATER MAIN , ABANDON EXISTING WATER MAI | | |
0025 210-07797 3.000 EACH | 475.00000 1425.00| 255.00000 765.00| 430.29000 1290.87
WATER , FIRE HYDRANT ASSEMBLY, REMOVE | | |
0026 210-07797 19.000 EACH | 300.00000 5700.00| 225.00000 4275.00| 82.53000 1568.07
WATER , METER ASSEMBLY, REMOVE | | |
0027 210-09553 275.000 LFT | 80.00000 22000.00| 11.00000 3025.00| 77.81000 21397.75
MAIN , GAS MAIN, PE, 2" | | |
0028 210-09553 275.000 LFT | 4.50000 1237.50| 5.00000 1375.00| 0.95000 261.25
MAIN , GAS MAIN, REMOVE | | |
0029 211-09264 1864.000 CYS | 25.00000 46600.00| 22.00000 41008.00| 38.09000 70999.76
STRUCTURE BACKFILL, TYPE 1 | | |
0030 306-08043 304.000 SYS | 13.50000 4104.00| 11.50000 3496.00| 14.37000 4368.48
MILLING, TRANSITION | | |
0031 401-07407 2291.000 TON | 57.00000 130587.00| 55.00000 126005.00| 56.16000 128662.56
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0032 402-07433 428.000 TON | 75.00000 32100.00| 64.00000 27392.00| 73.44000 31432.32
HMA SURFACE, TYPE B | | |
0033 402-07438 672.000 TON | 66.00000 44352.00| 52.25000 35112.00| 64.80000 43545.60
HMA INTERMEDIATE, TYPE B | | |
0034 406-05520 3.700 TON | 555.00000 2053.50| 550.00000 2035.00| 540.00000 1998.00
ASPHALT FOR TACK COAT | | |
0035 604-07900 70.000 SYS | 100.00000 7000.00| 93.00000 6510.00| 90.64000 6344.80
CURB RAMP, CONCRETE, F | | |
0036 604-07901 34.000 SYS | 130.00000 4420.00| 95.00000 3230.00| 110.06000 3742.04
CURB RAMP, CONCRETE, G | | |
0037 604-07902 14.000 SYS | 130.00000 1820.00| 93.00000 1302.00| 113.84000 1593.76
CURB RAMP, CONCRETE, H | | |
0038 604-07903 13.000 SYS | 125.00000 1625.00| 98.00000 1274.00| 98.46000 1279.98
CURB RAMP, CONCRETE, K | | |
0039 604-44251 1.000 CYS | 1000.00000 1000.00| 995.00000 995.00| 1865.36000 1865.36
STEPS, CONCRETE | | |
0040 604-91531 1055.000 SYS | 40.00000 42200.00| 37.00000 39035.00| 27.66000 29181.30
SIDEWALK, CONCRETE, 4 IN. | | |
0041 605-06120 316.000 LFT | 27.00000 8532.00| 23.30000 7362.80| 28.15000 8895.40
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -9
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 37-0797609 |( 5 ) 35-0918397 |( 6 ) 35-1609544
|FEUTZ CONTRACTORS INC |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 605-06140 1880.000 LFT | 19.00000 35720.00| 16.70000 31396.00| 16.91000 31790.80
CURB AND GUTTER, CONCRETE | | |
0043 610-07487 233.000 TON | 127.00000 29591.00| 112.00000 26096.00| 124.20000 28938.60
HMA FOR APPROACHES, TYPE B | | |
0044 610-08446 393.000 SYS | 56.00000 22008.00| 54.00000 21222.00| 40.47000 15904.71
PCCP FOR APPROACHES, 6 IN. | | |
0045 610-09108 434.000 SYS | 60.00000 26040.00| 58.00000 25172.00| 50.40000 21873.60
PCCP FOR APPROACHES, 9 IN. | | |
0046 621-06567 3.200 kGAL | 5.50000 17.60| 5.00000 16.00| 5.40000 17.28
WATER | | |
0047 621-06575 892.000 SYS | 3.90000 3478.80| 3.55000 3166.60| 3.83000 3416.36
SODDING, NURSERY | | |
0048 622-04992 1.000 EACH | 115.00000 115.00| 200.00000 200.00| 485.50000 485.50
DRAIN ROOF, DISCONNECT | | |
0049 628-09402 9.000 MOS | 2000.00000 18000.00| 2325.00000 20925.00| 1965.00000 17685.00
FIELD OFFICE, B | | |
0050 715-02916 15.000 LFT | 18.00000 270.00| 40.00000 600.00| 46.14000 692.10
WATER MAIN, PVC, SDR 21, 2 IN. HDPE | | |
0051 715-05149 208.000 LFT | 44.00000 9152.00| 73.00000 15184.00| 34.66000 7209.28
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0052 715-05151 491.000 LFT | 39.00000 19149.00| 44.00000 21604.00| 35.66000 17509.06
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0053 715-05154 468.000 LFT | 55.00000 25740.00| 64.00000 29952.00| 50.69000 23722.92
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0054 715-05156 172.000 LFT | 65.00000 11180.00| 92.00000 15824.00| 66.55000 11446.60
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0055 715-08305 38.000 TON | 150.00000 5700.00| 84.00000 3192.00| 194.40000 7387.20
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0056 715-09064 1313.000 LFT | 1.30000 1706.90| 1.25000 1641.25| 1.35000 1772.55
VIDEO INSPECTION FOR PIPE | | |
0057 715-93911 60.000 LFT | 25.00000 1500.00| 38.00000 2280.00| 30.89000 1853.40
WATER MAIN, 4 IN. PVC, C900 | | |
0058 715-93912 15.000 LFT | 29.00000 435.00| 125.00000 1875.00| 35.08000 526.20
WATER MAIN, 6 IN. PVC, C900 | | |
0059 715-93913 1350.000 LFT | 37.00000 49950.00| 26.50000 35775.00| 46.80000 63180.00
WATER MAIN, 8 IN. PVC, C900 | | |
0060 715-96629 530.000 LFT | 15.00000 7950.00| 14.40000 7632.00| 17.12000 9073.60
WATER SERVICE LINE, 1 IN. | | |
0061 720-01092 1.000 EACH | 4000.00000 4000.00| 5000.00000 5000.00| 4844.87000 4844.87
MANHOLE, J15, MODIFIED | | |
0062 720-09079 1.000 EACH | 1700.00000 1700.00| 2660.00000 2660.00| 1855.90000 1855.90
INLET, HA5, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -10
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 37-0797609 |( 5 ) 35-0918397 |( 6 ) 35-1609544
|FEUTZ CONTRACTORS INC |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 720-44000 3.000 EACH | 375.00000 1125.00| 355.00000 1065.00| 687.88000 2063.64
CASTING, ADJUST TO GRADE | | |
0064 720-45410 3.000 EACH | 2400.00000 7200.00| 3125.00000 9375.00| 2776.08000 8328.24
MANHOLE, C4 | | |
0065 720-93409 1.000 EACH | 2100.00000 2100.00| 2960.00000 2960.00| 2350.83000 2350.83
INLET, B15, MODIFIED | | |
0066 720-93411 1.000 EACH | 2175.00000 2175.00| 3000.00000 3000.00| 2499.53000 2499.53
INLET, C15, MODIFIED | | |
0067 720-94612 1.000 EACH | 3500.00000 3500.00| 4200.00000 4200.00| 3944.32000 3944.32
MANHOLE, K4 | | |
0068 720-95422 2.000 EACH | 3350.00000 6700.00| 3760.00000 7520.00| 3903.86000 7807.72
MANHOLE, J4 | | |
0069 720-96999 3.000 EACH | 5000.00000 15000.00| 3290.00000 9870.00| 3669.69000 11009.07
FIRE HYDRANT ASSEMBLY | | |
0070 720-98174 9.000 EACH | 2100.00000 18900.00| 3125.00000 28125.00| 2128.26000 19154.34
INLET, B15 | | |
0071 720-98555 2.000 EACH | 2150.00000 4300.00| 3170.00000 6340.00| 2297.16000 4594.32
INLET, C15 | | |
0072 732-02388 2.000 EACH | 3100.00000 6200.00| 2760.00000 5520.00| 5534.43000 11068.86
WATER MAIN , CROSS TAP ASSEMBLY, 4" | | |
0073 732-02388 1.000 EACH | 3150.00000 3150.00| 3100.00000 3100.00| 3270.22000 3270.22
WATER MAIN , CROSS TAP ASSEMBLY, 6" | | |
0074 732-02388 1.000 EACH | 3800.00000 3800.00| 4035.00000 4035.00| 8129.85000 8129.85
WATER MAIN , VALVE WITH BOX, TAPPING, 8 | | |
0075 732-02388 3.000 EACH | 2900.00000 8700.00| 1960.00000 5880.00| 5534.43000 16603.29
WATER MAIN , VALVE WITH BOX, TAPPING, | | |
WATER, 4" | | |
0076 732-02388 1.000 EACH | 2800.00000 2800.00| 2520.00000 2520.00| 6656.55000 6656.55
WATER MAIN , VALVE WITH BOX, TAPPING, | | |
WATER, 6" | | |
0077 732-02532 2.000 EACH | 1400.00000 2800.00| 1600.00000 3200.00| 1356.78000 2713.56
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 8 IN. , 8 IN. | | |
0078 732-04926 1.000 EACH | 400.00000 400.00| 500.00000 500.00| 1080.00000 1080.00
VALVE , GAS, 2" | | |
0079 732-04994 1.000 EACH | 800.00000 800.00| 925.00000 925.00| 956.35000 956.35
METER WATER METER ASSEMBLY, 1" | | |
0080 732-04994 18.000 EACH | 690.00000 12420.00| 895.00000 16110.00| 779.43000 14029.74
METER WATER METER ASSEMBLY, 5/8" | | |
0081 732-09196 1.000 EACH | 890.00000 890.00| 1030.00000 1030.00| 1757.78000 1757.78
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 2" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -11
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 37-0797609 |( 5 ) 35-0918397 |( 6 ) 35-1609544
|FEUTZ CONTRACTORS INC |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 732-94780 19.000 EACH | 650.00000 12350.00| 580.00000 11020.00| 280.29000 5325.51
WATER SERVICE CONNECTION , 1" | | |
0083 801-04308 6.000 EACH | 250.00000 1500.00| 395.00000 2370.00| 324.00000 1944.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0084 801-06625 38.000 EACH | 145.00000 5510.00| 95.00000 3610.00| 162.00000 6156.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0085 801-06640 13.000 EACH | 155.00000 2015.00| 135.00000 1755.00| 216.00000 2808.00
CONSTRUCTION SIGN, A | | |
0086 801-06645 16.000 EACH | 58.00000 928.00| 65.00000 1040.00| 108.00000 1728.00
CONSTRUCTION SIGN, B | | |
0087 801-06775 LUMP | 19000.00000 19000.00| 11500.00000 11500.00| 10196.00000 10196.00
MAINTAINING TRAFFIC | | |
0088 801-07118 128.000 LFT | 14.00000 1792.00| 9.95000 1273.60| 16.20000 2073.60
BARRICADE, III-A | | |
0089 801-07119 48.000 LFT | 22.00000 1056.00| 11.50000 552.00| 16.20000 777.60
BARRICADE, III-B | | |
0090 802-05701 198.000 LFT | 28.00000 5544.00| 19.10000 3781.80| 20.63000 4084.74
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0091 802-76020 21.500 SFT | 22.00000 473.00| 57.00000 1225.50| 61.56000 1323.54
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0092 808-06703 154.000 LFT | 2.20000 338.80| 1.95000 300.30| 1.08000 166.32
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0093 808-75245 2618.000 LFT | 0.65000 1701.70| 0.65000 1701.70| 1.08000 2827.44
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0094 808-75297 195.000 LFT | 5.30000 1033.50| 4.45000 867.75| 6.48000 1263.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0095 808-75300 615.000 LFT | 1.30000 799.50| 1.12000 688.80| 1.62000 996.30
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0096 808-75340 2.000 EACH | 500.00000 1000.00| 325.00000 650.00| 540.00000 1080.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0097 808-97664 1.000 EACH | 390.00000 390.00| 125.00000 125.00| 135.00000 135.00
PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 1,069,273.20| $ 1,072,925.00| $ 1,169,333.52
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,069,273.20| $ 1,072,925.00| $ 1,169,333.52
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -12
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1111003 |( 8 ) 35-1917625 |( 9 ) 35-1181156
|WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |KANIZER EXCAVATING CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 23000.00000 23000.00| 14000.00000 14000.00| 29000.00000 29000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 60000.00000 60000.00| 62000.00000 62000.00| 49000.00000 49000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 15000.00000 15000.00| 25000.00000 25000.00| 19000.00000 19000.00
CLEARING RIGHT OF WAY | | |
0010 202-02255 1.000 EACH | 1500.00000 1500.00| 1000.00000 1000.00| 1600.00000 1600.00
TREE, 18 IN., REMOVE | | |
0011 202-02260 1.000 EACH | 1650.00000 1650.00| 1250.00000 1250.00| 2000.00000 2000.00
TREE, 30 IN., REMOVE | | |
0012 202-02264 3.000 EACH | 1750.00000 5250.00| 1500.00000 4500.00| 3900.00000 11700.00
TREE, 42 IN., REMOVE | | |
0013 202-02265 1.000 EACH | 1850.00000 1850.00| 1650.00000 1650.00| 4000.00000 4000.00
TREE, 48 IN., REMOVE | | |
0014 202-02270 1.000 EACH | 2200.00000 2200.00| 1800.00000 1800.00| 4500.00000 4500.00
TREE, 60 IN., REMOVE | | |
0015 202-02278 1450.000 LFT | 5.00000 7250.00| 7.00000 10150.00| 4.00000 5800.00
CURB, CONCRETE, REMOVE | | |
0016 202-52710 1400.000 SYS | 17.00000 23800.00| 6.50000 9100.00| 8.50000 11900.00
SIDEWALK, CONCRETE, REMOVE | | |
0017 202-91385 6.000 EACH | 580.00000 3480.00| 500.00000 3000.00| 400.00000 2400.00
INLET, REMOVE | | |
0018 202-93047 1.000 EACH | 1120.00000 1120.00| 500.00000 500.00| 1000.00000 1000.00
MANHOLE, REMOVE | | |
0019 202-96133 864.000 LFT | 34.00000 29376.00| 21.50000 18576.00| 40.00000 34560.00
PIPE, REMOVE | | |
0020 203-02000 3941.000 CYS | 19.00000 74879.00| 11.00000 43351.00| 25.00000 98525.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -13
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1111003 |( 8 ) 35-1917625 |( 9 ) 35-1181156
|WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |KANIZER EXCAVATING CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-03371 28.000 CYS | 35.00000 980.00| 41.50000 1162.00| 50.00000 1400.00
SEDIMENT, REMOVE | | |
0022 207-08267 857.000 SYS | 25.00000 21425.00| 12.50000 10712.50| 23.00000 19711.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 207-08268 6159.000 SYS | 16.00000 98544.00| 14.15000 87149.85| 27.00000 166293.00
SUBGRADE TREATMENT, TYPE IV | | |
0024 210-07794 9.000 EACH | 350.00000 3150.00| 610.00000 5490.00| 300.00000 2700.00
WATER MAIN , ABANDON EXISTING WATER MAI | | |
0025 210-07797 3.000 EACH | 680.00000 2040.00| 565.00000 1695.00| 500.00000 1500.00
WATER , FIRE HYDRANT ASSEMBLY, REMOVE | | |
0026 210-07797 19.000 EACH | 220.00000 4180.00| 94.00000 1786.00| 200.00000 3800.00
WATER , METER ASSEMBLY, REMOVE | | |
0027 210-09553 275.000 LFT | 25.00000 6875.00| 75.00000 20625.00| 90.00000 24750.00
MAIN , GAS MAIN, PE, 2" | | |
0028 210-09553 275.000 LFT | 13.00000 3575.00| 8.00000 2200.00| 40.00000 11000.00
MAIN , GAS MAIN, REMOVE | | |
0029 211-09264 1864.000 CYS | 28.00000 52192.00| 33.00000 61512.00| 23.00000 42872.00
STRUCTURE BACKFILL, TYPE 1 | | |
0030 306-08043 304.000 SYS | 5.20000 1580.80| 16.25000 4940.00| 8.00000 2432.00
MILLING, TRANSITION | | |
0031 401-07407 2291.000 TON | 55.00000 126005.00| 60.50000 138605.50| 60.00000 137460.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0032 402-07433 428.000 TON | 72.00000 30816.00| 75.50000 32314.00| 80.00000 34240.00
HMA SURFACE, TYPE B | | |
0033 402-07438 672.000 TON | 64.00000 43008.00| 65.50000 44016.00| 70.00000 47040.00
HMA INTERMEDIATE, TYPE B | | |
0034 406-05520 3.700 TON | 520.00000 1924.00| 690.00000 2553.00| 600.00000 2220.00
ASPHALT FOR TACK COAT | | |
0035 604-07900 70.000 SYS | 125.00000 8750.00| 150.00000 10500.00| 90.00000 6300.00
CURB RAMP, CONCRETE, F | | |
0036 604-07901 34.000 SYS | 126.00000 4284.00| 290.00000 9860.00| 90.00000 3060.00
CURB RAMP, CONCRETE, G | | |
0037 604-07902 14.000 SYS | 125.00000 1750.00| 150.00000 2100.00| 100.00000 1400.00
CURB RAMP, CONCRETE, H | | |
0038 604-07903 13.000 SYS | 125.00000 1625.00| 150.00000 1950.00| 100.00000 1300.00
CURB RAMP, CONCRETE, K | | |
0039 604-44251 1.000 CYS | 2000.00000 2000.00| 1350.00000 1350.00| 2500.00000 2500.00
STEPS, CONCRETE | | |
0040 604-91531 1055.000 SYS | 40.00000 42200.00| 38.20000 40301.00| 48.00000 50640.00
SIDEWALK, CONCRETE, 4 IN. | | |
0041 605-06120 316.000 LFT | 39.00000 12324.00| 25.00000 7900.00| 26.00000 8216.00
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -14
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1111003 |( 8 ) 35-1917625 |( 9 ) 35-1181156
|WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |KANIZER EXCAVATING CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 605-06140 1880.000 LFT | 37.00000 69560.00| 21.00000 39480.00| 30.00000 56400.00
CURB AND GUTTER, CONCRETE | | |
0043 610-07487 233.000 TON | 120.00000 27960.00| 98.50000 22950.50| 125.00000 29125.00
HMA FOR APPROACHES, TYPE B | | |
0044 610-08446 393.000 SYS | 46.00000 18078.00| 43.50000 17095.50| 65.00000 25545.00
PCCP FOR APPROACHES, 6 IN. | | |
0045 610-09108 434.000 SYS | 54.00000 23436.00| 52.75000 22893.50| 110.00000 47740.00
PCCP FOR APPROACHES, 9 IN. | | |
0046 621-06567 3.200 kGAL | 17.00000 54.40| 15.00000 48.00| 15.00000 48.00
WATER | | |
0047 621-06575 892.000 SYS | 6.50000 5798.00| 18.00000 16056.00| 6.32000 5637.44
SODDING, NURSERY | | |
0048 622-04992 1.000 EACH | 380.00000 380.00| 220.00000 220.00| 50.00000 50.00
DRAIN ROOF, DISCONNECT | | |
0049 628-09402 9.000 MOS | 1850.00000 16650.00| 3150.00000 28350.00| 4900.00000 44100.00
FIELD OFFICE, B | | |
0050 715-02916 15.000 LFT | 28.00000 420.00| 135.00000 2025.00| 40.00000 600.00
WATER MAIN, PVC, SDR 21, 2 IN. HDPE | | |
0051 715-05149 208.000 LFT | 38.00000 7904.00| 48.25000 10036.00| 60.00000 12480.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0052 715-05151 491.000 LFT | 42.00000 20622.00| 41.00000 20131.00| 65.00000 31915.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0053 715-05154 468.000 LFT | 41.00000 19188.00| 65.50000 30654.00| 70.00000 32760.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0054 715-05156 172.000 LFT | 70.00000 12040.00| 90.00000 15480.00| 74.00000 12728.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0055 715-08305 38.000 TON | 130.00000 4940.00| 160.00000 6080.00| 200.00000 7600.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0056 715-09064 1313.000 LFT | 1.35000 1772.55| 1.25000 1641.25| 2.00000 2626.00
VIDEO INSPECTION FOR PIPE | | |
0057 715-93911 60.000 LFT | 27.00000 1620.00| 95.00000 5700.00| 60.00000 3600.00
WATER MAIN, 4 IN. PVC, C900 | | |
0058 715-93912 15.000 LFT | 33.00000 495.00| 98.00000 1470.00| 80.00000 1200.00
WATER MAIN, 6 IN. PVC, C900 | | |
0059 715-93913 1350.000 LFT | 37.00000 49950.00| 62.50000 84375.00| 58.00000 78300.00
WATER MAIN, 8 IN. PVC, C900 | | |
0060 715-96629 530.000 LFT | 24.00000 12720.00| 45.25000 23982.50| 30.00000 15900.00
WATER SERVICE LINE, 1 IN. | | |
0061 720-01092 1.000 EACH | 3550.00000 3550.00| 6300.00000 6300.00| 2900.00000 2900.00
MANHOLE, J15, MODIFIED | | |
0062 720-09079 1.000 EACH | 1750.00000 1750.00| 3000.00000 3000.00| 2000.00000 2000.00
INLET, HA5, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -15
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1111003 |( 8 ) 35-1917625 |( 9 ) 35-1181156
|WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |KANIZER EXCAVATING CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 720-44000 3.000 EACH | 2000.00000 6000.00| 350.00000 1050.00| 400.00000 1200.00
CASTING, ADJUST TO GRADE | | |
0064 720-45410 3.000 EACH | 1800.00000 5400.00| 3850.00000 11550.00| 2300.00000 6900.00
MANHOLE, C4 | | |
0065 720-93409 1.000 EACH | 1850.00000 1850.00| 2820.00000 2820.00| 2200.00000 2200.00
INLET, B15, MODIFIED | | |
0066 720-93411 1.000 EACH | 1920.00000 1920.00| 2850.00000 2850.00| 1800.00000 1800.00
INLET, C15, MODIFIED | | |
0067 720-94612 1.000 EACH | 3950.00000 3950.00| 5000.00000 5000.00| 7000.00000 7000.00
MANHOLE, K4 | | |
0068 720-95422 2.000 EACH | 2750.00000 5500.00| 3950.00000 7900.00| 5000.00000 10000.00
MANHOLE, J4 | | |
0069 720-96999 3.000 EACH | 3700.00000 11100.00| 4430.00000 13290.00| 3500.00000 10500.00
FIRE HYDRANT ASSEMBLY | | |
0070 720-98174 9.000 EACH | 1900.00000 17100.00| 2820.00000 25380.00| 1800.00000 16200.00
INLET, B15 | | |
0071 720-98555 2.000 EACH | 1860.00000 3720.00| 2850.00000 5700.00| 2000.00000 4000.00
INLET, C15 | | |
0072 732-02388 2.000 EACH | 3500.00000 7000.00| 4900.00000 9800.00| 3500.00000 7000.00
WATER MAIN , CROSS TAP ASSEMBLY, 4" | | |
0073 732-02388 1.000 EACH | 3200.00000 3200.00| 4750.00000 4750.00| 4000.00000 4000.00
WATER MAIN , CROSS TAP ASSEMBLY, 6" | | |
0074 732-02388 1.000 EACH | 3920.00000 3920.00| 4950.00000 4950.00| 4500.00000 4500.00
WATER MAIN , VALVE WITH BOX, TAPPING, 8 | | |
0075 732-02388 3.000 EACH | 2600.00000 7800.00| 4500.00000 13500.00| 3900.00000 11700.00
WATER MAIN , VALVE WITH BOX, TAPPING, | | |
WATER, 4" | | |
0076 732-02388 1.000 EACH | 3100.00000 3100.00| 4750.00000 4750.00| 4200.00000 4200.00
WATER MAIN , VALVE WITH BOX, TAPPING, | | |
WATER, 6" | | |
0077 732-02532 2.000 EACH | 1750.00000 3500.00| 1150.00000 2300.00| 2000.00000 4000.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 8 IN. , 8 IN. | | |
0078 732-04926 1.000 EACH | 1300.00000 1300.00| 370.00000 370.00| 1500.00000 1500.00
VALVE , GAS, 2" | | |
0079 732-04994 1.000 EACH | 1160.00000 1160.00| 870.00000 870.00| 1400.00000 1400.00
METER WATER METER ASSEMBLY, 1" | | |
0080 732-04994 18.000 EACH | 1120.00000 20160.00| 725.00000 13050.00| 800.00000 14400.00
METER WATER METER ASSEMBLY, 5/8" | | |
0081 732-09196 1.000 EACH | 1380.00000 1380.00| 1600.00000 1600.00| 1000.00000 1000.00
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 2" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 290 -16
TABULATION OF BIDS
CALL ORDER : 290 CONTRACT ID : R -29848-A COUNTIES : PUTNAM
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 7 ) 35-1111003 |( 8 ) 35-1917625 |( 9 ) 35-1181156
|WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |KANIZER EXCAVATING CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 732-94780 19.000 EACH | 350.00000 6650.00| 470.00000 8930.00| 500.00000 9500.00
WATER SERVICE CONNECTION , 1" | | |
0083 801-04308 6.000 EACH | 230.00000 1380.00| 225.00000 1350.00| 2000.00000 12000.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0084 801-06625 38.000 EACH | 132.00000 5016.00| 129.00000 4902.00| 50.00000 1900.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0085 801-06640 13.000 EACH | 142.00000 1846.00| 138.00000 1794.00| 200.00000 2600.00
CONSTRUCTION SIGN, A | | |
0086 801-06645 16.000 EACH | 55.00000 880.00| 53.00000 848.00| 200.00000 3200.00
CONSTRUCTION SIGN, B | | |
0087 801-06775 LUMP | 29999.05000 29999.05| 38100.00000 38100.00| 18000.00000 18000.00
MAINTAINING TRAFFIC | | |
0088 801-07118 128.000 LFT | 15.00000 1920.00| 13.00000 1664.00| 30.00000 3840.00
BARRICADE, III-A | | |
0089 801-07119 48.000 LFT | 23.00000 1104.00| 20.00000 960.00| 40.00000 1920.00
BARRICADE, III-B | | |
0090 802-05701 198.000 LFT | 22.00000 4356.00| 25.45000 5039.10| 20.00000 3960.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0091 802-76020 21.500 SFT | 59.00000 1268.50| 19.80000 425.70| 40.00000 860.00
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0092 808-06703 154.000 LFT | 2.20000 338.80| 2.00000 308.00| 4.00000 616.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0093 808-75245 2618.000 LFT | 0.80000 2094.40| 0.60000 1570.80| 2.00000 5236.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0094 808-75297 195.000 LFT | 5.20000 1014.00| 4.75000 926.25| 8.00000 1560.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0095 808-75300 615.000 LFT | 1.30000 799.50| 1.15000 707.25| 3.00000 1845.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0096 808-75340 2.000 EACH | 470.00000 940.00| 465.00000 930.00| 100.00000 200.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0097 808-97664 1.000 EACH | 390.00000 390.00| 360.00000 360.00| 200.00000 200.00
PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 1,187,533.00| $ 1,242,868.20| $ 1,440,016.44
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,187,533.00| $ 1,242,868.20| $ 1,440,016.44
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : R -29861-A COUNTIES : HANCOCK HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/16/09
LOCATION : ON I-70 FROM 5.03 MILES EAST OF SR 9 TO 0.24 MILE EAST OF PROJECT(S) : 0501235
SR 109
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-4351261 SHELLY & SANDS INC AND SUBSIDIARIES $ 1,964,183.42 100.0000%
2 35-1139301 E & B PAVING INC $ 1,983,300.00 100.9733%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,042,760.00 104.0005%
4 35-1917625 MILESTONE CONTRACTORS LP $ 2,176,240.18 110.7962%
5 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,186,000.00 111.2931%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 300 -2
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -29861-A COUNTIES : HANCOCK HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 31-4351261 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|SHELLY & SANDS INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-08520 2.000 EACH | 105.00000 210.00| 200.00000 400.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 24.000 MOS | 95.00000 2280.00| 125.00000 3000.00| 100.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 29400.00000 29400.00| 65090.00000 65090.00| 56046.86000 56046.86
MOBILIZATION AND DEMOBILIZATION | | |
0011 304-07783 250.000 TON | 180.00000 45000.00| 140.00000 35000.00| 100.00000 25000.00
HMA PATCHING, TYPE D | | |
0012 306-08159 181000.000 SYS | 0.53000 95930.00| 0.46000 83260.00| 0.66000 119460.00
MILLING, ASPHALT , 1.75 IN | | |
0013 306-08432 7500.000 SYS | 1.42000 10650.00| 2.00000 15000.00| 2.50000 18750.00
MILLING, APPROACH | | |
0014 401-06264 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 4000.00000 4000.00
PROFILOGRAPH, HMA | | |
0015 401-07354 20650.000 TON | 74.00000 1528100.00| 72.00000 1486800.00| 73.00000 1507450.00
QC/QA-HMA, 5, 76, SURFACE, 12.5 mm | | |
0016 404-05510 113416.000 SYS | 0.75000 85062.00| 1.00000 113416.00| 0.85000 96403.60
SEAL COAT, 1 | | |
0017 406-05520 55.000 TON | 400.00000 22000.00| 400.00000 22000.00| 600.00000 33000.00
ASPHALT FOR TACK COAT | | |
0018 628-09402 12.000 MOS | 1900.00000 22800.00| 2000.00000 24000.00| 2400.00000 28800.00
FIELD OFFICE, B | | |
0019 628-09407 12.000 MOS | 315.00000 3780.00| 200.00000 2400.00| 250.00000 3000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 300 -3
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -29861-A COUNTIES : HANCOCK HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 31-4351261 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|SHELLY & SANDS INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-01093 2.000 EACH | 1580.00000 3160.00| 1500.00000 3000.00| 300.00000 600.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0021 801-03290 4.000 EACH | 315.00000 1260.00| 300.00000 1200.00| 125.00000 500.00
CONSTRUCTION SIGN, C | | |
0022 801-06640 16.000 EACH | 290.00000 4640.00| 275.00000 4400.00| 90.00000 1440.00
CONSTRUCTION SIGN, A | | |
0023 801-06710 200.000 DAY | 4.00000 800.00| 0.05000 10.00| 5.75000 1150.00
FLASHING ARROW SIGN | | |
0024 801-06775 LUMP | 50000.00000 50000.00| 64335.44000 64335.44| 40000.00000 40000.00
MAINTAINING TRAFFIC | | |
0026 808-06701 32790.000 LFT | 0.11000 3606.90| 0.10000 3279.00| 0.27000 8853.30
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0027 808-06703 138556.000 LFT | 0.11000 15241.16| 0.10000 13855.60| 0.27000 37410.12
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0028 808-06705 300.000 LFT | 1.05000 315.00| 1.00000 300.00| 0.70000 210.00
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0029 808-75245 138556.000 LFT | 0.11000 15241.16| 0.10000 13855.60| 0.27000 37410.12
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0030 808-75297 50.000 LFT | 6.30000 315.00| 6.00000 300.00| 10.00000 500.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0031 808-75996 1826.000 EACH | 2.65000 4838.90| 1.86000 3396.36| 5.00000 9130.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0032 808-75998 1826.000 EACH | 0.55000 1004.30| 2.50000 4565.00| 2.50000 4565.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0033 105-06845 LUMP | 1450.00000 1450.00| 1950.00000 1950.00| 1350.00000 1350.00
CONSTRUCTION ENGINEERING | | |
0034 801-06203 6800.000 LFT | 0.69000 4692.00| 1.10000 7480.00| 0.18000 1224.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0035 801-09133 2.000 EACH | 3700.00000 7400.00| 3500.00000 7000.00| 1950.00000 3900.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 1,964,183.42| $ 1,983,300.00| $ 2,042,760.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,964,183.42| $ 1,983,300.00| $ 2,042,760.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 300 -4
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -29861-A COUNTIES : HANCOCK HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1151771 |( )
|MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-08520 2.000 EACH | 100.00000 200.00| 150.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 24.000 MOS | 80.00000 1920.00| 150.00000 3600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 108000.00000 108000.00| 108000.00000 108000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 304-07783 250.000 TON | 125.00000 31250.00| 106.00000 26500.00|
HMA PATCHING, TYPE D | | |
0012 306-08159 181000.000 SYS | 0.88000 159280.00| 0.95000 171950.00|
MILLING, ASPHALT , 1.75 IN | | |
0013 306-08432 7500.000 SYS | 2.75000 20625.00| 2.40000 18000.00|
MILLING, APPROACH | | |
0014 401-06264 LUMP | 3000.00000 3000.00| 3000.00000 3000.00|
PROFILOGRAPH, HMA | | |
0015 401-07354 20650.000 TON | 71.00000 1466150.00| 75.00000 1548750.00|
QC/QA-HMA, 5, 76, SURFACE, 12.5 mm | | |
0016 404-05510 113416.000 SYS | 0.98000 111147.68| 0.93000 105476.88|
SEAL COAT, 1 | | |
0017 406-05520 55.000 TON | 450.00000 24750.00| 10.00000 550.00|
ASPHALT FOR TACK COAT | | |
0018 628-09402 12.000 MOS | 1800.00000 21600.00| 2000.00000 24000.00|
FIELD OFFICE, B | | |
0019 628-09407 12.000 MOS | 175.00000 2100.00| 300.00000 3600.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 300 -5
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -29861-A COUNTIES : HANCOCK HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( 5 ) 35-1151771 |( )
|MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-01093 2.000 EACH | 514.00000 1028.00| 1500.00000 3000.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0021 801-03290 4.000 EACH | 202.00000 808.00| 300.00000 1200.00|
CONSTRUCTION SIGN, C | | |
0022 801-06640 16.000 EACH | 130.00000 2080.00| 275.00000 4400.00|
CONSTRUCTION SIGN, A | | |
0023 801-06710 200.000 DAY | 10.00000 2000.00| 0.05000 10.00|
FLASHING ARROW SIGN | | |
0024 801-06775 LUMP | 116670.00000 116670.00| 111498.92000 111498.92|
MAINTAINING TRAFFIC | | |
0026 808-06701 32790.000 LFT | 0.01000 327.90| 0.10000 3279.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0027 808-06703 138556.000 LFT | 0.30000 41566.80| 0.10000 13855.60|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0028 808-06705 300.000 LFT | 0.95000 285.00| 1.00000 300.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0029 808-75245 138556.000 LFT | 0.30000 41566.80| 0.10000 13855.60|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0030 808-75297 50.000 LFT | 11.95000 597.50| 6.00000 300.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0031 808-75996 1826.000 EACH | 1.75000 3195.50| 2.00000 3652.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0032 808-75998 1826.000 EACH | 2.50000 4565.00| 2.50000 4565.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0033 105-06845 LUMP | 2600.00000 2600.00| 1950.00000 1950.00|
CONSTRUCTION ENGINEERING | | |
0034 801-06203 6800.000 LFT | 0.40000 2720.00| 0.50000 3400.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0035 801-09133 2.000 EACH | 3100.00000 6200.00| 3500.00000 7000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 2,176,240.18| $ 2,186,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,176,240.18| $ 2,186,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 10/31/09
LOCATION : ON US 6, 6.81 MILES EAST OF JUNCTION OF US 33 PROJECT(S) : 2129011
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,000,368.06 100.0000%
2 35-1374866 PRIMCO INC $ 1,121,544.15 112.1132%
3 62-1492793 API CONSTRUCTION CORP $ 1,125,375.77 112.4962%
4 38-1625197 SELGE CONSTRUCTION CO INC $ 1,143,519.24 114.3099%
5 35-1817530 PIONEER ASSOCIATES INC $ 1,176,635.05 117.6202%
6 35-1489621 HRP CONSTRUCTION INC $ 1,193,604.42 119.3165%
7 38-2405622 E T MACKENZIE COMPANY $ 1,231,866.45 123.1413%
8 35-0997978 PHEND & BROWN INC $ 1,249,457.13 124.8997%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -2
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 62-1492793
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |API CONSTRUCTION CORP
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 | 33000.00000 33000.00| 11752.00000 11752.00| 7040.00000 7040.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 80.00000 160.00| 285.00000 570.00| 95.00000 190.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 40.00000 720.00| 130.00000 2340.00| 125.00000 2250.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 49000.00000 49000.00| 56077.21000 56077.21| 56265.00000 56265.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 30800.00000 30800.00| 27864.00000 27864.00| 22505.00000 22505.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 910.000 SYS | 7.05000 6415.50| 10.00000 9100.00| 18.00000 16380.00
PAVEMENT REMOVAL | | |
0013 202-02241 540.000 LFT | 3.00000 1620.00| 4.00000 2160.00| 4.00000 2160.00
GUARDRAIL, REMOVE | | |
0014 202-51330 LUMP | 20000.00000 20000.00| 70429.92000 70429.92| 41725.00000 41725.00
PRESENT STRUCTURE, REMOVE | | |
0015 202-96133 57.000 LFT | 8.00000 456.00| 10.00000 570.00| 1.40000 79.80
PIPE, REMOVE | | |
0016 203-02000 5235.000 CYS | 10.50000 54967.50| 8.66000 45335.10| 11.00000 57585.00
EXCAVATION, COMMON | | |
0017 205-03371 40.000 CYS | 15.00000 600.00| 22.00000 880.00| 13.85000 554.00
SEDIMENT, REMOVE | | |
0018 205-06931 68.000 TON | 44.00000 2992.00| 48.00000 3264.00| 52.00000 3536.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06932 231.000 LFT | 10.80000 2494.80| 10.80000 2494.80| 10.80000 2494.80
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -3
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 62-1492793
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06936 80.000 TON | 36.00000 2880.00| 46.00000 3680.00| 37.45000 2996.00
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 1030.000 LFT | 1.98000 2039.40| 2.98000 3069.40| 1.98000 2039.40
TEMPORARY SILT FENCE | | |
0022 207-08263 4925.000 SYS | 6.50000 32012.50| 6.18000 30436.50| 5.25000 25856.25
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08267 4380.000 SYS | 6.25000 27375.00| 4.80000 21024.00| 5.25000 22995.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 211-02050 50.000 CYS | 19.50000 975.00| 23.00000 1150.00| 40.00000 2000.00
B BORROW | | |
0025 211-09265 860.000 CYS | 56.00000 48160.00| 23.00000 19780.00| 47.00000 40420.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 301-07448 4267.000 TON | 15.00000 64005.00| 15.00000 64005.00| 15.00000 64005.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08033 1213.000 SYS | 2.75000 3335.75| 2.50000 3032.50| 2.50000 3032.50
MILLING, ASPHALT, 1 IN. | | |
0029 306-08034 600.000 SYS | 2.75000 1650.00| 2.50000 1500.00| 2.50000 1500.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08043 480.000 SYS | 4.00000 1920.00| 2.50000 1200.00| 2.50000 1200.00
MILLING, TRANSITION | | |
0031 402-07432 259.000 TON | 80.00000 20720.00| 79.20000 20512.80| 79.20000 20512.80
HMA SURFACE, TYPE A | | |
0032 402-07434 291.000 TON | 76.00000 22116.00| 79.20000 23047.20| 79.20000 23047.20
HMA SURFACE, TYPE C | | |
0033 402-07439 509.000 TON | 49.00000 24941.00| 60.90000 30998.10| 60.90000 30998.10
HMA INTERMEDIATE, TYPE C | | |
0034 402-07440 775.000 TON | 54.50000 42237.50| 52.45000 40648.75| 52.45000 40648.75
HMA BASE, TYPE A | | |
0035 402-07442 710.000 TON | 55.50000 39405.00| 52.45000 37239.50| 52.45000 37239.50
HMA BASE, TYPE C | | |
0036 406-05520 3.600 TON | 150.00000 540.00| 1.00000 3.60| 1.00000 3.60
ASPHALT FOR TACK COAT | | |
0037 601-01700 1.000 EACH | 2310.00000 2310.00| 1850.00000 1850.00| 1850.00000 1850.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0038 601-94689 3.000 EACH | 3700.00000 11100.00| 2450.00000 7350.00| 2450.00000 7350.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 931.250 LFT | 20.00000 18625.00| 15.30000 14248.13| 15.30000 14248.13
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 610-07487 1524.000 TON | 50.50000 76962.00| 59.00000 89916.00| 59.00000 89916.00
HMA FOR APPROACHES, TYPE B | | |
0041 615-06490 14.000 EACH | 139.00000 1946.00| 130.00000 1820.00| 130.00000 1820.00
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -4
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 62-1492793
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 615-06500 4.000 EACH | 680.00000 2720.00| 700.00000 2800.00| 700.00000 2800.00
MONUMENT, A | | |
0043 615-06505 1.000 EACH | 680.00000 680.00| 900.00000 900.00| 900.00000 900.00
MONUMENT, B | | |
0044 616-02320 2066.000 SYS | 2.10000 4338.60| 2.50000 5165.00| 1.00000 2066.00
GEOTEXTILES | | |
0045 616-06405 1005.000 TON | 38.00000 38190.00| 28.50000 28642.50| 31.75000 31908.75
RIPRAP, REVETMENT | | |
0046 616-06451 173.000 TON | 35.00000 6055.00| 33.00000 5709.00| 31.75000 5492.75
RIPRAP, UNIFORM | | |
0047 621-01004 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-01956 621.000 LBS | 3.45000 2142.45| 3.45000 2142.45| 3.45000 2142.45
SEED MIXTURE, LEGUME, 1 | | |
0049 621-02770 209.000 SYS | 4.05000 846.45| 4.05000 846.45| 4.05000 846.45
EROSION CONTROL BLANKET | | |
0050 621-06545 1.000 TON | 1684.00000 1684.00| 1684.00000 1684.00| 1684.00000 1684.00
FERTILIZER | | |
0051 621-06553 560.000 LBS | 2.88000 1612.80| 2.88000 1612.80| 2.88000 1612.80
SEED MIXTURE, R | | |
0052 621-06557 320.000 LBS | 4.08000 1305.60| 4.08000 1305.60| 4.08000 1305.60
SEED MIXTURE, T | | |
0053 621-06565 15.000 TON | 363.00000 5445.00| 3.63000 54.45| 363.00000 5445.00
MULCHING MATERIAL | | |
0054 621-06567 3.000 kGAL | 1.00000 3.00| 1.00000 3.00| 1.00000 3.00
WATER | | |
0055 621-06574 750.000 SYS | 4.65000 3487.50| 6.87000 5152.50| 4.65000 3487.50
SODDING | | |
0056 621-52448 12.000 EACH | 23.00000 276.00| 40.00000 480.00| 40.00000 480.00
SIGN, DO NOT SPRAY | | |
0057 628-09402 9.000 MOS | 2000.00000 18000.00| 2178.55000 19606.95| 2195.00000 19755.00
FIELD OFFICE, B | | |
0058 713-51334 LUMP | 45000.00000 45000.00| 97299.00000 97299.00| 106390.00000 106390.00
TEMPORARY PIPE AND APPROACHES | | |
0059 714-04733 76.000 LFT | 1500.00000 114000.00| 2450.00000 186200.00| 2935.00000 223060.00
CULVERT, PRECAST, 3 SIDED, REINFORCED | | |
CONCRETE, , 216 IN. X 144 IN. | | |
0060 715-02628 2.000 EACH | 715.00000 1430.00| 410.00000 820.00| 290.00000 580.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0061 715-02629 2.000 EACH | 915.00000 1830.00| 665.00000 1330.00| 395.00000 790.00
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -5
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 62-1492793
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 715-03476 1.000 EACH | 1270.00000 1270.00| 1065.00000 1065.00| 1235.00000 1235.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0063 715-05048 15.000 LFT | 47.00000 705.00| 35.00000 525.00| 28.00000 420.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0064 715-05169 73.000 LFT | 29.00000 2117.00| 35.05000 2558.65| 22.00000 1606.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0065 715-05171 48.000 LFT | 38.00000 1824.00| 40.30000 1934.40| 24.00000 1152.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0066 715-05203 5.000 LFT | 100.00000 500.00| 38.75000 193.75| 92.00000 460.00
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0067 715-05439 10.000 LFT | 75.00000 750.00| 42.20000 422.00| 37.05000 370.50
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0068 715-05597 20.000 LFT | 70.00000 1400.00| 60.00000 1200.00| 67.00000 1340.00
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0069 723-08608 1070.000 SFT | 50.00000 53500.00| 69.50000 74365.00| 39.00000 41730.00
WINGWALL | | |
0070 801-03290 2.000 EACH | 95.00000 190.00| 220.00000 440.00| 220.00000 440.00
CONSTRUCTION SIGN, C | | |
0071 801-04308 2.000 EACH | 98.00000 196.00| 269.00000 538.00| 269.00000 538.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06203 7792.000 LFT | 0.20000 1558.40| 0.17000 1324.64| 0.17000 1324.64
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0073 801-06640 23.000 EACH | 70.00000 1610.00| 116.00000 2668.00| 116.00000 2668.00
CONSTRUCTION SIGN, A | | |
0074 801-06645 16.000 EACH | 40.00000 640.00| 51.00000 816.00| 51.00000 816.00
CONSTRUCTION SIGN, B | | |
0075 801-06649 45.000 EACH | 7.00000 315.00| 10.55000 474.75| 10.55000 474.75
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0076 801-06775 LUMP | 28053.00000 28053.00| 13678.00000 13678.00| 5595.00000 5595.00
MAINTAINING TRAFFIC | | |
0077 801-07118 72.000 LFT | 10.00000 720.00| 7.10000 511.20| 7.10000 511.20
BARRICADE, III-A | | |
0078 802-05704 18.500 LFT | 12.50000 231.25| 14.00000 259.00| 14.00000 259.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0079 802-76035 12.500 SFT | 14.90000 186.25| 24.00000 300.00| 24.00000 300.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 808-06713 3468.000 LFT | 0.20000 693.60| 0.44000 1525.92| 0.44000 1525.92
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0081 808-06714 3468.000 LFT | 0.20000 693.60| 0.16000 554.88| 0.16000 554.88
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -6
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 62-1492793
|BROOKS CONSTRUCTION COMPANY |PRIMCO INC |API CONSTRUCTION CORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 808-06716 1011.000 LFT | 0.51000 515.61| 0.25000 252.75| 0.25000 252.75
LINE, REMOVE | | |
0083 808-75998 49.000 EACH | 34.00000 1666.00| 21.00000 1029.00| 21.00000 1029.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0084 205-09543 100.000 TON | 22.00000 2200.00| 25.00000 2500.00| 22.75000 2275.00
NO 2 STONE | | |
SECTION TOTALS | $ 1,000,368.06| $ 1,121,544.15| $ 1,125,375.77
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,000,368.06| $ 1,121,544.15| $ 1,125,375.77
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -7
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 38-1625197 |( 5 ) 35-1817530 |( 6 ) 35-1489621
|SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC |HRP CONSTRUCTION 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 | 7500.00000 7500.00| 7300.00000 7300.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 230.00000 460.00| 286.00000 572.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 120.00000 2160.00| 145.00000 2610.00| 250.00000 4500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 54200.00000 54200.00| 35000.00000 35000.00| 60000.00000 60000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 15000.00000 15000.00| 24000.00000 24000.00| 20000.00000 20000.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 910.000 SYS | 18.95000 17244.50| 18.00000 16380.00| 10.00000 9100.00
PAVEMENT REMOVAL | | |
0013 202-02241 540.000 LFT | 4.00000 2160.00| 4.50000 2430.00| 4.00000 2160.00
GUARDRAIL, REMOVE | | |
0014 202-51330 LUMP | 10000.00000 10000.00| 13000.00000 13000.00| 22000.00000 22000.00
PRESENT STRUCTURE, REMOVE | | |
0015 202-96133 57.000 LFT | 15.00000 855.00| 18.00000 1026.00| 16.00000 912.00
PIPE, REMOVE | | |
0016 203-02000 5235.000 CYS | 13.25000 69363.75| 12.00000 62820.00| 12.00000 62820.00
EXCAVATION, COMMON | | |
0017 205-03371 40.000 CYS | 20.00000 800.00| 30.00000 1200.00| 10.00000 400.00
SEDIMENT, REMOVE | | |
0018 205-06931 68.000 TON | 45.35000 3083.80| 70.00000 4760.00| 35.00000 2380.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06932 231.000 LFT | 10.80000 2494.80| 12.00000 2772.00| 10.80000 2494.80
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -8
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 38-1625197 |( 5 ) 35-1817530 |( 6 ) 35-1489621
|SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC |HRP CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06936 80.000 TON | 55.00000 4400.00| 48.00000 3840.00| 35.00000 2800.00
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 1030.000 LFT | 1.98000 2039.40| 2.50000 2575.00| 1.98000 2039.40
TEMPORARY SILT FENCE | | |
0022 207-08263 4925.000 SYS | 9.45000 46541.25| 7.00000 34475.00| 4.85000 23886.25
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08267 4380.000 SYS | 5.00000 21900.00| 12.00000 52560.00| 4.00000 17520.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 211-02050 50.000 CYS | 25.00000 1250.00| 50.00000 2500.00| 18.00000 900.00
B BORROW | | |
0025 211-09265 860.000 CYS | 28.50000 24510.00| 50.00000 43000.00| 28.00000 24080.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 301-07448 4267.000 TON | 13.60000 58031.20| 18.00000 76806.00| 16.00000 68272.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08033 1213.000 SYS | 1.50000 1819.50| 5.00000 6065.00| 2.49000 3020.37
MILLING, ASPHALT, 1 IN. | | |
0029 306-08034 600.000 SYS | 1.50000 900.00| 4.00000 2400.00| 2.49000 1494.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08043 480.000 SYS | 1.50000 720.00| 5.00000 2400.00| 2.51000 1204.80
MILLING, TRANSITION | | |
0031 402-07432 259.000 TON | 80.00000 20720.00| 87.00000 22533.00| 80.00000 20720.00
HMA SURFACE, TYPE A | | |
0032 402-07434 291.000 TON | 76.00000 22116.00| 83.00000 24153.00| 76.00000 22116.00
HMA SURFACE, TYPE C | | |
0033 402-07439 509.000 TON | 49.00000 24941.00| 54.00000 27486.00| 49.00000 24941.00
HMA INTERMEDIATE, TYPE C | | |
0034 402-07440 775.000 TON | 54.50000 42237.50| 60.00000 46500.00| 54.50000 42237.50
HMA BASE, TYPE A | | |
0035 402-07442 710.000 TON | 55.50000 39405.00| 60.00000 42600.00| 55.50000 39405.00
HMA BASE, TYPE C | | |
0036 406-05520 3.600 TON | 150.00000 540.00| 150.00000 540.00| 150.00000 540.00
ASPHALT FOR TACK COAT | | |
0037 601-01700 1.000 EACH | 1850.00000 1850.00| 2000.00000 2000.00| 1850.00000 1850.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0038 601-94689 3.000 EACH | 2450.00000 7350.00| 2700.00000 8100.00| 2450.00000 7350.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 931.250 LFT | 15.30000 14248.13| 17.00000 15831.25| 15.30000 14248.13
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 610-07487 1524.000 TON | 50.50000 76962.00| 55.00000 83820.00| 50.50000 76962.00
HMA FOR APPROACHES, TYPE B | | |
0041 615-06490 14.000 EACH | 130.00000 1820.00| 140.00000 1960.00| 130.00000 1820.00
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -9
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 38-1625197 |( 5 ) 35-1817530 |( 6 ) 35-1489621
|SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC |HRP CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 615-06500 4.000 EACH | 700.00000 2800.00| 800.00000 3200.00| 700.00000 2800.00
MONUMENT, A | | |
0043 615-06505 1.000 EACH | 900.00000 900.00| 980.00000 980.00| 900.00000 900.00
MONUMENT, B | | |
0044 616-02320 2066.000 SYS | 1.80000 3718.80| 3.00000 6198.00| 2.00000 4132.00
GEOTEXTILES | | |
0045 616-06405 1005.000 TON | 27.50000 27637.50| 30.00000 30150.00| 35.00000 35175.00
RIPRAP, REVETMENT | | |
0046 616-06451 173.000 TON | 27.50000 4757.50| 35.00000 6055.00| 35.00000 6055.00
RIPRAP, UNIFORM | | |
0047 621-01004 2.000 EACH | 650.00000 1300.00| 750.00000 1500.00| 650.00000 1300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-01956 621.000 LBS | 3.45000 2142.45| 4.00000 2484.00| 3.45000 2142.45
SEED MIXTURE, LEGUME, 1 | | |
0049 621-02770 209.000 SYS | 4.05000 846.45| 4.75000 992.75| 4.05000 846.45
EROSION CONTROL BLANKET | | |
0050 621-06545 1.000 TON | 1684.00000 1684.00| 2000.00000 2000.00| 1684.00000 1684.00
FERTILIZER | | |
0051 621-06553 560.000 LBS | 2.88000 1612.80| 3.50000 1960.00| 2.88000 1612.80
SEED MIXTURE, R | | |
0052 621-06557 320.000 LBS | 4.08000 1305.60| 4.50000 1440.00| 4.08000 1305.60
SEED MIXTURE, T | | |
0053 621-06565 15.000 TON | 363.00000 5445.00| 425.00000 6375.00| 363.00000 5445.00
MULCHING MATERIAL | | |
0054 621-06567 3.000 kGAL | 1.00000 3.00| 1.25000 3.75| 1.00000 3.00
WATER | | |
0055 621-06574 750.000 SYS | 6.87000 5152.50| 6.00000 4500.00| 4.65000 3487.50
SODDING | | |
0056 621-52448 12.000 EACH | 40.00000 480.00| 50.00000 600.00| 40.00000 480.00
SIGN, DO NOT SPRAY | | |
0057 628-09402 9.000 MOS | 1875.00000 16875.00| 2500.00000 22500.00| 2726.68000 24540.12
FIELD OFFICE, B | | |
0058 713-51334 LUMP | 151700.00000 151700.00| 103000.00000 103000.00| 125000.00000 125000.00
TEMPORARY PIPE AND APPROACHES | | |
0059 714-04733 76.000 LFT | 2900.00000 220400.00| 2300.00000 174800.00| 3400.00000 258400.00
CULVERT, PRECAST, 3 SIDED, REINFORCED | | |
CONCRETE, , 216 IN. X 144 IN. | | |
0060 715-02628 2.000 EACH | 750.00000 1500.00| 500.00000 1000.00| 600.00000 1200.00
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0061 715-02629 2.000 EACH | 935.00000 1870.00| 750.00000 1500.00| 625.00000 1250.00
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -10
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 38-1625197 |( 5 ) 35-1817530 |( 6 ) 35-1489621
|SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC |HRP CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 715-03476 1.000 EACH | 1250.00000 1250.00| 1000.00000 1000.00| 700.00000 700.00
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0063 715-05048 15.000 LFT | 52.00000 780.00| 100.00000 1500.00| 24.00000 360.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0064 715-05169 73.000 LFT | 32.30000 2357.90| 35.00000 2555.00| 28.00000 2044.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0065 715-05171 48.000 LFT | 36.50000 1752.00| 50.00000 2400.00| 30.00000 1440.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0066 715-05203 5.000 LFT | 54.00000 270.00| 60.00000 300.00| 22.00000 110.00
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0067 715-05439 10.000 LFT | 30.00000 300.00| 40.00000 400.00| 24.00000 240.00
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0068 715-05597 20.000 LFT | 74.00000 1480.00| 60.00000 1200.00| 34.00000 680.00
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0069 723-08608 1070.000 SFT | 65.50000 70085.00| 82.00000 87740.00| 80.00000 85600.00
WINGWALL | | |
0070 801-03290 2.000 EACH | 95.00000 190.00| 100.00000 200.00| 95.00000 190.00
CONSTRUCTION SIGN, C | | |
0071 801-04308 2.000 EACH | 98.00000 196.00| 110.00000 220.00| 98.00000 196.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06203 7792.000 LFT | 0.30000 2337.60| 0.35000 2727.20| 0.30000 2337.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0073 801-06640 23.000 EACH | 70.00000 1610.00| 80.00000 1840.00| 70.00000 1610.00
CONSTRUCTION SIGN, A | | |
0074 801-06645 16.000 EACH | 40.00000 640.00| 45.00000 720.00| 40.00000 640.00
CONSTRUCTION SIGN, B | | |
0075 801-06649 45.000 EACH | 7.00000 315.00| 8.00000 360.00| 7.00000 315.00
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0076 801-06775 LUMP | 1250.00000 1250.00| 15000.00000 15000.00| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
0077 801-07118 72.000 LFT | 10.00000 720.00| 11.00000 792.00| 10.00000 720.00
BARRICADE, III-A | | |
0078 802-05704 18.500 LFT | 12.50000 231.25| 16.00000 296.00| 14.00000 259.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0079 802-76035 12.500 SFT | 14.90000 186.25| 27.00000 337.50| 24.00000 300.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 808-06713 3468.000 LFT | 0.20000 693.60| 0.25000 867.00| 0.14000 485.52
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0081 808-06714 3468.000 LFT | 0.20000 693.60| 0.25000 867.00| 0.14000 485.52
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -11
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 38-1625197 |( 5 ) 35-1817530 |( 6 ) 35-1489621
|SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC |HRP CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 808-06716 1011.000 LFT | 0.51000 515.61| 0.60000 606.60| 0.51000 515.61
LINE, REMOVE | | |
0083 808-75998 49.000 EACH | 34.00000 1666.00| 40.00000 1960.00| 34.00000 1666.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0084 205-09543 100.000 TON | 25.00000 2500.00| 56.00000 5600.00| 32.00000 3200.00
NO 2 STONE | | |
SECTION TOTALS | $ 1,143,519.24| $ 1,176,635.05| $ 1,193,604.42
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,143,519.24| $ 1,176,635.05| $ 1,193,604.42
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -12
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 38-2405622 |( 8 ) 35-0997978 |( )
|E T MACKENZIE COMPANY |PHEND & BROWN 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 | 6672.57000 6672.57| 7000.00000 7000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 101.76000 203.52| 300.00000 600.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 25.44000 457.92| 54.00000 972.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 54641.19000 54641.19| 62472.00000 62472.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 18887.23000 18887.23| 15000.00000 15000.00|
CLEARING RIGHT OF WAY | | |
0012 202-02240 910.000 SYS | 4.61000 4195.10| 11.50000 10465.00|
PAVEMENT REMOVAL | | |
0013 202-02241 540.000 LFT | 4.27000 2305.80| 4.00000 2160.00|
GUARDRAIL, REMOVE | | |
0014 202-51330 LUMP | 105261.34000 105261.34| 77000.00000 77000.00|
PRESENT STRUCTURE, REMOVE | | |
0015 202-96133 57.000 LFT | 7.78000 443.46| 7.80000 444.60|
PIPE, REMOVE | | |
0016 203-02000 5235.000 CYS | 10.57000 55333.95| 10.00000 52350.00|
EXCAVATION, COMMON | | |
0017 205-03371 40.000 CYS | 6.65000 266.00| 17.50000 700.00|
SEDIMENT, REMOVE | | |
0018 205-06931 68.000 TON | 30.73000 2089.64| 40.00000 2720.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06932 231.000 LFT | 2.69000 621.39| 8.35000 1928.85|
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -13
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 38-2405622 |( 8 ) 35-0997978 |( )
|E T MACKENZIE COMPANY |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06936 80.000 TON | 36.76000 2940.80| 40.00000 3200.00|
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 1030.000 LFT | 2.36000 2430.80| 1.95000 2008.50|
TEMPORARY SILT FENCE | | |
0022 207-08263 4925.000 SYS | 7.60000 37430.00| 6.00000 29550.00|
SUBGRADE TREATMENT, TYPE IA | | |
0023 207-08267 4380.000 SYS | 8.70000 38106.00| 5.00000 21900.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 211-02050 50.000 CYS | 50.68000 2534.00| 20.00000 1000.00|
B BORROW | | |
0025 211-09265 860.000 CYS | 32.13000 27631.80| 32.64000 28070.40|
STRUCTURE BACKFILL, TYPE 2 | | |
0026 301-07448 4267.000 TON | 15.42000 65797.14| 13.00000 55471.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 306-08033 1213.000 SYS | 2.12000 2571.56| 2.65000 3214.45|
MILLING, ASPHALT, 1 IN. | | |
0029 306-08034 600.000 SYS | 2.23000 1338.00| 2.95000 1770.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08043 480.000 SYS | 2.13000 1022.40| 3.05000 1464.00|
MILLING, TRANSITION | | |
0031 402-07432 259.000 TON | 85.41000 22121.19| 63.00000 16317.00|
HMA SURFACE, TYPE A | | |
0032 402-07434 291.000 TON | 81.14000 23611.74| 70.00000 20370.00|
HMA SURFACE, TYPE C | | |
0033 402-07439 509.000 TON | 52.31000 26625.79| 60.00000 30540.00|
HMA INTERMEDIATE, TYPE C | | |
0034 402-07440 775.000 TON | 58.18000 45089.50| 60.00000 46500.00|
HMA BASE, TYPE A | | |
0035 402-07442 710.000 TON | 59.25000 42067.50| 65.00000 46150.00|
HMA BASE, TYPE C | | |
0036 406-05520 3.600 TON | 160.14000 576.50| 1.00000 3.60|
ASPHALT FOR TACK COAT | | |
0037 601-01700 1.000 EACH | 1975.08000 1975.08| 1850.00000 1850.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0038 601-94689 3.000 EACH | 2615.65000 7846.95| 2450.00000 7350.00|
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 931.250 LFT | 16.33000 15207.31| 15.30000 14248.13|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 610-07487 1524.000 TON | 53.91000 82158.84| 52.00000 79248.00|
HMA FOR APPROACHES, TYPE B | | |
0041 615-06490 14.000 EACH | 138.79000 1943.06| 130.00000 1820.00|
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -14
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 38-2405622 |( 8 ) 35-0997978 |( )
|E T MACKENZIE COMPANY |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 615-06500 4.000 EACH | 747.33000 2989.32| 700.00000 2800.00|
MONUMENT, A | | |
0043 615-06505 1.000 EACH | 960.85000 960.85| 900.00000 900.00|
MONUMENT, B | | |
0044 616-02320 2066.000 SYS | 1.35000 2789.10| 1.80000 3718.80|
GEOTEXTILES | | |
0045 616-06405 1005.000 TON | 32.11000 32270.55| 28.00000 28140.00|
RIPRAP, REVETMENT | | |
0046 616-06451 173.000 TON | 30.39000 5257.47| 28.00000 4844.00|
RIPRAP, UNIFORM | | |
0047 621-01004 2.000 EACH | 693.95000 1387.90| 375.00000 750.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-01956 621.000 LBS | 3.68000 2285.28| 5.90000 3663.90|
SEED MIXTURE, LEGUME, 1 | | |
0049 621-02770 209.000 SYS | 4.32000 902.88| 1.92000 401.28|
EROSION CONTROL BLANKET | | |
0050 621-06545 1.000 TON | 1797.86000 1797.86| 875.00000 875.00|
FERTILIZER | | |
0051 621-06553 560.000 LBS | 3.07000 1719.20| 2.90000 1624.00|
SEED MIXTURE, R | | |
0052 621-06557 320.000 LBS | 4.36000 1395.20| 2.25000 720.00|
SEED MIXTURE, T | | |
0053 621-06565 15.000 TON | 387.54000 5813.10| 450.00000 6750.00|
MULCHING MATERIAL | | |
0054 621-06567 3.000 kGAL | 1.07000 3.21| 100.00000 300.00|
WATER | | |
0055 621-06574 750.000 SYS | 8.17000 6127.50| 3.50000 2625.00|
SODDING | | |
0056 621-52448 12.000 EACH | 42.70000 512.40| 50.00000 600.00|
SIGN, DO NOT SPRAY | | |
0057 628-09402 9.000 MOS | 1922.20000 17299.80| 2000.00000 18000.00|
FIELD OFFICE, B | | |
0058 713-51334 LUMP | 129184.60000 129184.60| 140300.00000 140300.00|
TEMPORARY PIPE AND APPROACHES | | |
0059 714-04733 76.000 LFT | 3089.43000 234796.68| 3800.00000 288800.00|
CULVERT, PRECAST, 3 SIDED, REINFORCED | | |
CONCRETE, , 216 IN. X 144 IN. | | |
0060 715-02628 2.000 EACH | 603.49000 1206.98| 450.00000 900.00|
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0061 715-02629 2.000 EACH | 805.34000 1610.68| 650.00000 1300.00|
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -15
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 38-2405622 |( 8 ) 35-0997978 |( )
|E T MACKENZIE COMPANY |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 715-03476 1.000 EACH | 1611.08000 1611.08| 900.00000 900.00|
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0063 715-05048 15.000 LFT | 10.67000 160.05| 17.75000 266.25|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0064 715-05169 73.000 LFT | 19.98000 1458.54| 15.97000 1165.81|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0065 715-05171 48.000 LFT | 23.90000 1147.20| 19.80000 950.40|
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0066 715-05203 5.000 LFT | 20.16000 100.80| 13.50000 67.50|
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0067 715-05439 10.000 LFT | 3.78000 37.80| 17.75000 177.50|
PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | |
0068 715-05597 20.000 LFT | 48.38000 967.60| 35.00000 700.00|
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0069 723-08608 1070.000 SFT | 54.05000 57833.50| 61.00000 65270.00|
WINGWALL | | |
0070 801-03290 2.000 EACH | 101.42000 202.84| 225.00000 450.00|
CONSTRUCTION SIGN, C | | |
0071 801-04308 2.000 EACH | 104.62000 209.24| 378.00000 756.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06203 7792.000 LFT | 0.32000 2493.44| 0.16000 1246.72|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0073 801-06640 23.000 EACH | 74.73000 1718.79| 145.00000 3335.00|
CONSTRUCTION SIGN, A | | |
0074 801-06645 16.000 EACH | 42.70000 683.20| 50.00000 800.00|
CONSTRUCTION SIGN, B | | |
0075 801-06649 45.000 EACH | 7.47000 336.15| 39.70000 1786.50|
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0076 801-06775 LUMP | 1334.51000 1334.51| 10000.00000 10000.00|
MAINTAINING TRAFFIC | | |
0077 801-07118 72.000 LFT | 10.68000 768.96| 9.75000 702.00|
BARRICADE, III-A | | |
0078 802-05704 18.500 LFT | 13.34000 246.79| 14.00000 259.00|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0079 802-76035 12.500 SFT | 15.91000 198.88| 24.00000 300.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 808-06713 3468.000 LFT | 0.32000 1109.76| 0.21000 728.28|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0081 808-06714 3468.000 LFT | 0.32000 1109.76| 0.21000 728.28|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 310 -16
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -29877-A COUNTIES : NOBLE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 38-2405622 |( 8 ) 35-0997978 |( )
|E T MACKENZIE COMPANY |PHEND & BROWN INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 808-06716 1011.000 LFT | 0.54000 545.94| 0.58000 586.38|
LINE, REMOVE | | |
0083 808-75998 49.000 EACH | 47.51000 2327.99| 44.00000 2156.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0084 205-09543 100.000 TON | 25.42000 2542.00| 22.50000 2250.00|
NO 2 STONE | | |
SECTION TOTALS | $ 1,231,866.45| $ 1,249,457.13| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,231,866.45| $ 1,249,457.13| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 09/30/09
LOCATION : ON 61ST AVE FROM SR 53 TO I-65 RAMPS, 2.5 MILES NORTH PROJECT(S) : 0501003
OF US 30
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1068009 DYER CONSTRUCTION CO $ 2,626,407.47 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,925,477.28 111.3870%
3 35-1569222 GRIMMER CONSTRUCTION INC $ 3,024,077.75 115.1412%
4 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 3,362,034.20 128.0089%
5 35-1120685 WALSH & KELLY INC $ 3,393,051.89 129.1899%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -2
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD REHABILITATION
| | |
0001 105-06845 LUMP | 27329.24000 27329.24| 53322.04000 53322.04| 24300.00000 24300.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 116203.00000 116203.00| 147008.07000 147008.07| 153200.00000 153200.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 27000.00000 27000.00| 38478.10000 38478.10| 65000.00000 65000.00
CLEARING RIGHT OF WAY | | |
0010 202-01300 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 3890.00000 3890.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0011 202-02241 305.000 LFT | 4.27000 1302.35| 25.00000 7625.00| 6.10000 1860.50
GUARDRAIL, REMOVE | | |
0012 203-02000 2945.000 CYS | 26.06000 76746.70| 36.61000 107816.45| 27.50000 80987.50
EXCAVATION, COMMON | | |
0013 203-02070 7250.000 CYS | 9.60000 69600.00| 23.38000 169505.00| 10.20000 73950.00
BORROW | | |
0014 205-03371 100.000 CYS | 16.88000 1688.00| 46.34000 4634.00| 23.40000 2340.00
SEDIMENT, REMOVE | | |
0015 205-06933 35.000 EACH | 80.00000 2800.00| 80.00000 2800.00| 86.40000 3024.00
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 283.000 LFT | 4.71000 1332.93| 2.96000 837.68| 3.20000 905.60
TEMPORARY SILT FENCE | | |
0017 205-09543 100.000 TON | 30.25000 3025.00| 19.99000 1999.00| 29.20000 2920.00
NO 2 STONE | | |
0018 207-08263 6624.000 SYS | 12.82000 84919.68| 12.25000 81144.00| 6.70000 44380.80
SUBGRADE TREATMENT, TYPE IA | | |
0019 207-08267 1273.000 SYS | 11.45000 14575.85| 21.84000 27802.32| 10.10000 12857.30
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -3
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09264 4267.000 CYS | 16.52000 70490.84| 23.00000 98141.00| 14.30000 61018.10
STRUCTURE BACKFILL, TYPE 1 | | |
0022 211-09268 415.000 CYS | 91.45000 37951.75| 85.00000 35275.00| 102.00000 42330.00
STRUCTURE BACKFILL, TYPE 5 | | |
0023 301-07448 61.000 TON | 20.76000 1266.36| 51.56000 3145.16| 26.00000 1586.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-06464 103.000 CYS | 56.06000 5774.18| 87.94000 9057.82| 74.30000 7652.90
SUBBASE FOR PCCP | | |
0025 304-07783 259.000 TON | 83.95000 21743.05| 83.95000 21743.05| 217.00000 56203.00
HMA PATCHING, TYPE D | | |
0026 306-08043 1497.000 SYS | 8.00000 11976.00| 4.50000 6736.50| 5.00000 7485.00
MILLING, TRANSITION | | |
0027 401-07321 1681.000 TON | 68.75000 115568.75| 70.75000 118930.75| 75.00000 126075.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0028 401-07390 2588.000 TON | 57.90000 149845.20| 58.90000 152433.20| 64.00000 165632.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0029 401-07407 1691.000 TON | 58.40000 98754.40| 59.40000 100445.40| 65.00000 109915.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0030 401-07429 1014.000 TON | 75.95000 77013.30| 76.95000 78027.30| 83.00000 84162.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0031 402-07787 3397.000 TON | 57.85000 196516.45| 58.85000 199913.45| 69.80000 237110.60
HMA WEDGE AND LEVEL, TYPE D | | |
0032 406-05520 14.000 TON | 386.00000 5404.00| 386.00000 5404.00| 421.00000 5894.00
ASPHALT FOR TACK COAT | | |
0033 502-06329 411.000 SYS | 94.58000 38872.38| 84.70000 34811.70| 93.20000 38305.20
PCCP, 12 IN. | | |
0034 503-03489 162.000 EACH | 17.03000 2758.86| 45.20000 7322.40| 15.00000 2430.00
RETROFITTED TIE BARS | | |
0035 503-05240 156.000 LFT | 15.77000 2460.12| 22.55000 3517.80| 14.20000 2215.20
D-1 CONTRACTION JOINT | | |
0036 503-05310 52.000 LFT | 87.65000 4557.80| 258.45000 13439.40| 16.00000 832.00
TERMINAL JOINT | | |
0037 506-06333 38.000 SYS | 165.61000 6293.18| 166.12000 6312.56| 153.00000 5814.00
PCCP PATCHING, FULL DEPTH | | |
0038 601-01522 2.000 EACH | 2275.00000 4550.00| 2275.00000 4550.00| 2460.00000 4920.00
GUARDRAIL TRANSITION TYPE TGB | | |
0039 601-01625 1.000 EACH | 1725.00000 1725.00| 1725.00000 1725.00| 1860.00000 1860.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0040 601-01846 1.000 EACH | 1825.00000 1825.00| 1825.00000 1825.00| 1970.00000 1970.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -4
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 601-95344 655.000 LFT | 85.00000 55675.00| 121.43000 79536.65| 91.80000 60129.00
HANDRAIL, PEDESTRIAN | | |
0042 601-99105 237.500 LFT | 18.30000 4346.25| 18.30000 4346.25| 19.80000 4702.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 604-07897 40.000 SYS | 121.40000 4856.00| 128.90000 5156.00| 139.00000 5560.00
CURB RAMP, CONCRETE, C | | |
0044 604-07901 170.000 SYS | 126.60000 21522.00| 147.50000 25075.00| 141.00000 23970.00
CURB RAMP, CONCRETE, G | | |
0045 604-07902 65.000 SYS | 157.70000 10250.50| 143.35000 9317.75| 175.00000 11375.00
CURB RAMP, CONCRETE, H | | |
0046 604-91531 2742.000 SYS | 34.25000 93913.50| 37.90000 103921.80| 39.75000 108994.50
SIDEWALK, CONCRETE, 4 IN. | | |
0047 605-06140 4741.000 LFT | 14.75000 69929.75| 19.70000 93397.70| 18.10000 85812.10
CURB AND GUTTER, CONCRETE | | |
0048 605-06145 297.000 LFT | 16.00000 4752.00| 19.35000 5746.95| 19.50000 5791.50
CURB AND GUTTER, B, CONCRETE | | |
0049 607-06175 233.000 LFT | 16.20000 3774.60| 52.10000 12139.30| 19.70000 4590.10
GUTTER, CONCRETE | | |
0050 610-07486 883.000 TON | 72.45000 63973.35| 72.45000 63973.35| 79.00000 69757.00
HMA FOR APPROACHES, TYPE A | | |
0051 610-08446 547.000 SYS | 35.50000 19418.50| 63.00000 34461.00| 49.30000 26967.10
PCCP FOR APPROACHES, 6 IN. | | |
0052 610-09108 727.000 SYS | 46.20000 33587.40| 70.00000 50890.00| 60.90000 44274.30
PCCP FOR APPROACHES, 9 IN. | | |
0053 611-06497 8.000 EACH | 185.00000 1480.00| 185.00000 1480.00| 200.00000 1600.00
MAILBOX ASSEMBLY, SINGLE | | |
0054 615-06505 5.000 EACH | 700.00000 3500.00| 700.00000 3500.00| 756.00000 3780.00
MONUMENT, B | | |
0055 616-02320 15.000 SYS | 6.49000 97.35| 10.40000 156.00| 4.00000 60.00
GEOTEXTILES | | |
0056 616-06405 11.000 TON | 94.96000 1044.56| 35.00000 385.00| 127.00000 1397.00
RIPRAP, REVETMENT | | |
0057 621-01004 3.000 EACH | 475.00000 1425.00| 475.00000 1425.00| 513.00000 1539.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0058 621-06545 1.000 TON | 6300.00000 6300.00| 1260.00000 1260.00| 1360.00000 1360.00
FERTILIZER | | |
0059 621-06557 306.000 LBS | 4.80000 1468.80| 4.80000 1468.80| 5.20000 1591.20
SEED MIXTURE, T | | |
0060 621-06565 4.000 TON | 1840.00000 7360.00| 460.00000 1840.00| 497.00000 1988.00
MULCHING MATERIAL | | |
0061 621-06567 36.000 kGAL | 1.00000 36.00| 1.00000 36.00| 1.10000 39.60
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -5
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 621-06575 9809.000 SYS | 4.30000 42178.70| 4.30000 42178.70| 7.05000 69153.45
SODDING, NURSERY | | |
0063 628-09402 9.000 MOS | 2250.76000 20256.84| 2414.29000 21728.61| 2640.00000 23760.00
FIELD OFFICE, B | | |
0064 702-51863 162.000 EACH | 11.44000 1853.28| 7.85000 1271.70| 23.80000 3855.60
FIELD DRILLED HOLE IN CONCRETE | | |
0065 706-06372 2.000 EACH | 4568.46000 9136.92| 6430.00000 12860.00| 3240.00000 6480.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
, MODIFIED | | |
0066 715-05048 5453.000 LFT | 11.03000 60146.59| 5.50000 29991.50| 10.00000 54530.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0067 715-05053 149.000 LFT | 12.97000 1932.53| 20.00000 2980.00| 23.90000 3561.10
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0068 715-05149 995.000 LFT | 45.50000 45272.50| 35.00000 34825.00| 64.60000 64277.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0069 715-05151 1283.000 LFT | 45.60000 58504.80| 40.00000 51320.00| 68.60000 88013.80
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0070 715-05152 934.000 LFT | 49.75000 46466.50| 45.00000 42030.00| 58.60000 54732.40
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0071 715-05153 664.000 LFT | 53.09000 35251.76| 50.00000 33200.00| 57.80000 38379.20
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0072 715-05154 1490.000 LFT | 66.75000 99457.50| 55.00000 81950.00| 67.50000 100575.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 157.000 LFT | 66.92000 10506.44| 60.00000 9420.00| 100.00000 15700.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-08307 105.000 TON | 85.30000 8956.50| 85.30000 8956.50| 125.00000 13125.00
HMA FOR STRUCTURE INSTALLATION, TYPE D | | |
0075 715-09064 5305.000 LFT | 1.30000 6896.50| 1.30000 6896.50| 1.30000 6896.50
VIDEO INSPECTION FOR PIPE | | |
0076 715-46000 1.000 EACH | 541.38000 541.38| 800.00000 800.00| 819.00000 819.00
PIPE END SECTION, 12 IN. | | |
0077 715-46030 1.000 EACH | 856.72000 856.72| 1000.00000 1000.00| 951.00000 951.00
PIPE END SECTION, 30 IN. | | |
0078 718-06532 3000.000 LFT | 0.90000 2700.00| 0.90000 2700.00| 0.90000 2700.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0079 718-52610 492.000 CYS | 17.58000 8649.36| 57.00000 28044.00| 27.90000 13726.80
AGGREGATE FOR UNDERDRAINS | | |
0080 718-99153 5811.000 SYS | 0.55000 3196.05| 1.65000 9588.15| 0.60000 3486.60
GEOTEXTILES FOR UNDERDRAIN | | |
0081 720-44000 4.000 EACH | 545.85000 2183.40| 350.00000 1400.00| 448.00000 1792.00
CASTING, ADJUST TO GRADE | | |
0082 720-45030 11.000 EACH | 1406.26000 15468.86| 1000.00000 11000.00| 1690.00000 18590.00
INLET, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -6
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 720-45035 20.000 EACH | 1531.77000 30635.40| 1200.00000 24000.00| 1690.00000 33800.00
INLET, F7 | | |
0084 720-45410 18.000 EACH | 1889.49000 34010.82| 2000.00000 36000.00| 2360.00000 42480.00
MANHOLE, C4 | | |
0085 720-94157 3.000 EACH | 1689.44000 5068.32| 2500.00000 7500.00| 2620.00000 7860.00
MANHOLE, C , WITH BEEHIVE CASTING | | |
0086 720-94612 1.000 EACH | 4280.54000 4280.54| 3000.00000 3000.00| 13800.00000 13800.00
MANHOLE, K4 | | |
0087 720-95422 4.000 EACH | 2303.72000 9214.88| 2500.00000 10000.00| 5100.00000 20400.00
MANHOLE, J4 | | |
0088 720-98174 22.000 EACH | 2353.32000 51773.04| 1300.00000 28600.00| 2450.00000 53900.00
INLET, B15 | | |
0089 720-98555 5.000 EACH | 2447.52000 12237.60| 1500.00000 7500.00| 2450.00000 12250.00
INLET, C15 | | |
0090 732-08419 233.000 SYS | 81.91000 19085.03| 89.15000 20771.95| 115.00000 26795.00
MODULAR BLOCK WALL | | |
0091 732-08421 233.000 SYS | 107.72000 25098.76| 105.72000 24632.76| 231.00000 53823.00
MODULAR BLOCK WALL ERECTION | | |
0092 801-03290 2.000 EACH | 165.00000 330.00| 165.00000 330.00| 178.00000 356.00
CONSTRUCTION SIGN, C | | |
0093 801-06207 13870.000 LFT | 0.96000 13315.20| 0.96000 13315.20| 1.00000 13870.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0094 801-06640 17.000 EACH | 115.00000 1955.00| 115.00000 1955.00| 124.00000 2108.00
CONSTRUCTION SIGN, A | | |
0095 801-06710 120.000 DAY | 5.46000 655.20| 5.46000 655.20| 5.90000 708.00
FLASHING ARROW SIGN | | |
0096 801-06775 LUMP | 53848.34000 53848.34| 68124.23000 68124.23| 40000.00000 40000.00
MAINTAINING TRAFFIC | | |
0097 801-07119 397.000 LFT | 10.25000 4069.25| 10.25000 4069.25| 11.10000 4406.70
BARRICADE, III-B | | |
0098 802-05701 282.000 LFT | 13.40000 3778.80| 13.40000 3778.80| 14.00000 3948.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0099 802-07125 15.000 SFT | 20.40000 306.00| 20.40000 306.00| 30.20000 453.00
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0100 802-07127 16.000 SFT | 21.10000 337.60| 21.10000 337.60| 34.60000 553.60
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
0101 802-07135 4.000 EACH | 1850.00000 7400.00| 1850.00000 7400.00| 2290.00000 9160.00
CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -7
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 802-76025 92.000 SFT | 15.40000 1416.80| 15.40000 1416.80| 14.00000 1288.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0103 802-76035 51.000 SFT | 17.50000 892.50| 17.50000 892.50| 15.10000 770.10
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0104 802-76045 9.000 SFT | 19.50000 175.50| 19.50000 175.50| 16.20000 145.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0105 802-76125 2.000 EACH | 6800.00000 13600.00| 6800.00000 13600.00| 8640.00000 17280.00
SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | |
0106 805-01815 4.000 EACH | 1710.00000 6840.00| 1710.00000 6840.00| 2300.00000 9200.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0107 805-01842 6.000 EACH | 640.00000 3840.00| 640.00000 3840.00| 654.00000 3924.00
HANDHOLE, SIGNAL | | |
0108 805-01844 1029.000 LFT | 11.87000 12214.23| 11.87000 12214.23| 11.50000 11833.50
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0109 805-02087 LUMP | 500.00000 500.00| 500.00000 500.00| 1080.00000 1080.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0110 805-02152 8.000 EACH | 487.00000 3896.00| 487.00000 3896.00| 605.00000 4840.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0111 805-02426 607.000 LFT | 6.40000 3884.80| 6.40000 3884.80| 7.60000 4613.20
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0112 805-78100 1.000 EACH | 9200.00000 9200.00| 9200.00000 9200.00| 10200.00000 10200.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0113 805-78205 7.000 EACH | 725.00000 5075.00| 725.00000 5075.00| 913.00000 6391.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0114 805-78230 3.000 EACH | 925.00000 2775.00| 925.00000 2775.00| 1300.00000 3900.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0115 805-78415 4.000 EACH | 1410.00000 5640.00| 1410.00000 5640.00| 1920.00000 7680.00
SPAN, CATENARY, AND TETHER | | |
0116 805-78420 4.000 EACH | 260.00000 1040.00| 260.00000 1040.00| 346.00000 1384.00
DISCONNECT HANGER | | |
0117 805-78445 1.000 EACH | 900.00000 900.00| 900.00000 900.00| 445.00000 445.00
SIGNAL SERVICE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -8
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0118 805-78467 13.000 LFT | 2.10000 27.30| 2.10000 27.30| 2.20000 28.60
SIGNAL CABLE, 3C 8GA. | | |
0119 805-78470 1376.000 LFT | 0.78000 1073.28| 0.78000 1073.28| 0.40000 550.40
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0120 805-78480 2244.000 LFT | 1.78000 3994.32| 1.78000 3994.32| 1.10000 2468.40
SIGNAL CABLE, 3C 14GA. | | |
0121 805-78485 307.000 LFT | 1.88000 577.16| 1.88000 577.16| 1.30000 399.10
SIGNAL CABLE, 5C 14GA. | | |
0122 805-78490 547.000 LFT | 1.98000 1083.06| 1.98000 1083.06| 1.50000 820.50
SIGNAL CABLE, 7C 14GA. | | |
0123 805-78510 634.000 LFT | 1.66000 1052.44| 1.66000 1052.44| 0.90000 570.60
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0124 805-78785 4.000 EACH | 440.00000 1760.00| 440.00000 1760.00| 575.00000 2300.00
SIGNAL DETECTOR HOUSING | | |
0125 805-78795 466.000 LFT | 12.20000 5685.20| 12.20000 5685.20| 9.70000 4520.20
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0126 805-78925 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 769.00000 769.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0127 805-81032 4.000 EACH | 3790.00000 15160.00| 3790.00000 15160.00| 4550.00000 18200.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0128 805-86890 1300.000 LFT | 0.42000 546.00| 0.42000 546.00| 1.10000 1430.00
POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | |
STRANDED COPPER | | |
0129 805-92504 4.000 EACH | 200.00000 800.00| 200.00000 800.00| 221.00000 884.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0130 805-96121 8.000 EACH | 91.00000 728.00| 91.00000 728.00| 157.00000 1256.00
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0131 807-02191 3.000 EACH | 660.00000 1980.00| 660.00000 1980.00| 654.00000 1962.00
HANDHOLE, LIGHTING | | |
0132 807-02428 13.000 EACH | 788.00000 10244.00| 788.00000 10244.00| 845.00000 10985.00
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0133 807-07580 2710.000 LFT | 6.40000 17344.00| 6.40000 17344.00| 7.60000 20596.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0134 807-83748 13.000 EACH | 1495.00000 19435.00| 1495.00000 19435.00| 1510.00000 19630.00
LIGHT POLE, 40 FT. E.M.H., 8.0 FT. MAST | | |
ARM, ANCHOR BASE | | |
0135 807-86620 13.000 EACH | 320.00000 4160.00| 320.00000 4160.00| 367.00000 4771.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0136 807-86810 1.000 EACH | 2600.00000 2600.00| 2600.00000 2600.00| 3260.00000 3260.00
SERVICE POINT, II | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -9
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0137 807-86910 13.000 EACH | 18.70000 243.10| 18.70000 243.10| 21.60000 280.80
CONNECTOR KIT, UNFUSED | | |
0138 807-86915 13.000 EACH | 18.70000 243.10| 18.70000 243.10| 22.70000 295.10
CONNECTOR KIT, FUSED | | |
0139 807-86925 33.000 EACH | 12.50000 412.50| 12.50000 412.50| 18.40000 607.20
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0140 807-86935 46.000 EACH | 12.50000 575.00| 12.50000 575.00| 22.70000 1044.20
INSULATION LINK, WATERPROOFED | | |
0141 808-06701 1252.000 LFT | 0.36000 450.72| 0.36000 450.72| 0.40000 500.80
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0142 808-06703 759.000 LFT | 0.36000 273.24| 0.36000 273.24| 0.40000 303.60
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0143 808-06711 241.000 LFT | 0.24000 57.84| 0.24000 57.84| 0.30000 72.30
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0144 808-06713 1139.000 LFT | 0.24000 273.36| 0.24000 273.36| 0.30000 341.70
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0145 808-06714 1035.000 LFT | 0.24000 248.40| 0.24000 248.40| 0.30000 310.50
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0146 808-06716 5629.000 LFT | 0.27000 1519.83| 0.27000 1519.83| 0.30000 1688.70
LINE, REMOVE | | |
0147 808-74815 892.000 LFT | 1.83000 1632.36| 1.83000 1632.36| 2.00000 1784.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0148 808-75240 986.000 LFT | 0.36000 354.96| 0.36000 354.96| 0.40000 394.40
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0149 808-75245 5748.000 LFT | 0.36000 2069.28| 0.36000 2069.28| 0.40000 2299.20
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0150 808-75278 105.000 LFT | 1.83000 192.15| 1.83000 192.15| 2.00000 210.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0151 808-75297 225.000 LFT | 3.66000 823.50| 3.66000 823.50| 4.00000 900.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0152 808-75320 15.000 EACH | 63.00000 945.00| 63.00000 945.00| 68.10000 1021.50
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0153 808-75325 15.000 EACH | 90.00000 1350.00| 90.00000 1350.00| 97.20000 1458.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -10
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1068009 |( 2 ) 35-0918397 |( 3 ) 35-1569222
|DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0154 202-02240 370.000 SYS | 12.31000 4554.70| 28.00000 10360.00| 16.50000 6105.00
PAVEMENT REMOVAL | | |
SECTION TOTALS | $ 2,626,407.47| $ 2,925,477.28| $ 3,024,077.75
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,626,407.47| $ 2,925,477.28| $ 3,024,077.75
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -11
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1120685 |( )
|ELLAS CONSTRUCTION COMPANY I |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD REHABILITATION
| | |
0001 105-06845 LUMP | 175000.00000 175000.00| 75000.00000 75000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 168000.00000 168000.00| 200000.00000 200000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 33600.00000 33600.00| 125000.00000 125000.00|
CLEARING RIGHT OF WAY | | |
0010 202-01300 1.000 EACH | 1000.00000 1000.00| 3600.00000 3600.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0011 202-02241 305.000 LFT | 5.00000 1525.00| 12.00000 3660.00|
GUARDRAIL, REMOVE | | |
0012 203-02000 2945.000 CYS | 9.00000 26505.00| 30.00000 88350.00|
EXCAVATION, COMMON | | |
0013 203-02070 7250.000 CYS | 19.50000 141375.00| 15.00000 108750.00|
BORROW | | |
0014 205-03371 100.000 CYS | 21.50000 2150.00| 65.00000 6500.00|
SEDIMENT, REMOVE | | |
0015 205-06933 35.000 EACH | 80.00000 2800.00| 80.00000 2800.00|
TEMPORARY DITCH INLET PROTECTION | | |
0016 205-06937 283.000 LFT | 3.00000 849.00| 2.96000 837.68|
TEMPORARY SILT FENCE | | |
0017 205-09543 100.000 TON | 22.00000 2200.00| 64.45000 6445.00|
NO 2 STONE | | |
0018 207-08263 6624.000 SYS | 18.60000 123206.40| 25.00000 165600.00|
SUBGRADE TREATMENT, TYPE IA | | |
0019 207-08267 1273.000 SYS | 9.35000 11902.55| 30.00000 38190.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 211-09264 4267.000 CYS | 20.20000 86193.40| 16.00000 68272.00|
STRUCTURE BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -12
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1120685 |( )
|ELLAS CONSTRUCTION COMPANY I |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 211-09268 415.000 CYS | 136.00000 56440.00| 75.00000 31125.00|
STRUCTURE BACKFILL, TYPE 5 | | |
0023 301-07448 61.000 TON | 27.85000 1698.85| 95.00000 5795.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-06464 103.000 CYS | 58.44000 6019.32| 90.00000 9270.00|
SUBBASE FOR PCCP | | |
0025 304-07783 259.000 TON | 118.95000 30808.05| 170.00000 44030.00|
HMA PATCHING, TYPE D | | |
0026 306-08043 1497.000 SYS | 4.05000 6062.85| 8.00000 11976.00|
MILLING, TRANSITION | | |
0027 401-07321 1681.000 TON | 68.75000 115568.75| 77.00000 129437.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0028 401-07390 2588.000 TON | 57.90000 149845.20| 65.00000 168220.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0029 401-07407 1691.000 TON | 58.40000 98754.40| 65.00000 109915.00|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0030 401-07429 1014.000 TON | 75.95000 77013.30| 75.00000 76050.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0031 402-07787 3397.000 TON | 57.85000 196516.45| 64.00000 217408.00|
HMA WEDGE AND LEVEL, TYPE D | | |
0032 406-05520 14.000 TON | 386.00000 5404.00| 1300.00000 18200.00|
ASPHALT FOR TACK COAT | | |
0033 502-06329 411.000 SYS | 80.75000 33188.25| 110.00000 45210.00|
PCCP, 12 IN. | | |
0034 503-03489 162.000 EACH | 45.20000 7322.40| 25.00000 4050.00|
RETROFITTED TIE BARS | | |
0035 503-05240 156.000 LFT | 18.20000 2839.20| 15.00000 2340.00|
D-1 CONTRACTION JOINT | | |
0036 503-05310 52.000 LFT | 248.05000 12898.60| 400.00000 20800.00|
TERMINAL JOINT | | |
0037 506-06333 38.000 SYS | 120.50000 4579.00| 300.00000 11400.00|
PCCP PATCHING, FULL DEPTH | | |
0038 601-01522 2.000 EACH | 2275.00000 4550.00| 2275.00000 4550.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0039 601-01625 1.000 EACH | 1725.00000 1725.00| 1725.00000 1725.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0040 601-01846 1.000 EACH | 1825.00000 1825.00| 1825.00000 1825.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0041 601-95344 655.000 LFT | 111.60000 73098.00| 85.00000 55675.00|
HANDRAIL, PEDESTRIAN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -13
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1120685 |( )
|ELLAS CONSTRUCTION COMPANY I |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 601-99105 237.500 LFT | 18.30000 4346.25| 18.30000 4346.25|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0043 604-07897 40.000 SYS | 128.90000 5156.00| 155.00000 6200.00|
CURB RAMP, CONCRETE, C | | |
0044 604-07901 170.000 SYS | 147.50000 25075.00| 145.00000 24650.00|
CURB RAMP, CONCRETE, G | | |
0045 604-07902 65.000 SYS | 143.35000 9317.75| 155.00000 10075.00|
CURB RAMP, CONCRETE, H | | |
0046 604-91531 2742.000 SYS | 34.90000 95695.80| 42.00000 115164.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0047 605-06140 4741.000 LFT | 18.70000 88656.70| 22.50000 106672.50|
CURB AND GUTTER, CONCRETE | | |
0048 605-06145 297.000 LFT | 18.35000 5449.95| 30.00000 8910.00|
CURB AND GUTTER, B, CONCRETE | | |
0049 607-06175 233.000 LFT | 48.10000 11207.30| 38.00000 8854.00|
GUTTER, CONCRETE | | |
0050 610-07486 883.000 TON | 72.45000 63973.35| 90.00000 79470.00|
HMA FOR APPROACHES, TYPE A | | |
0051 610-08446 547.000 SYS | 61.00000 33367.00| 58.00000 31726.00|
PCCP FOR APPROACHES, 6 IN. | | |
0052 610-09108 727.000 SYS | 68.00000 49436.00| 78.00000 56706.00|
PCCP FOR APPROACHES, 9 IN. | | |
0053 611-06497 8.000 EACH | 185.00000 1480.00| 185.00000 1480.00|
MAILBOX ASSEMBLY, SINGLE | | |
0054 615-06505 5.000 EACH | 800.00000 4000.00| 700.00000 3500.00|
MONUMENT, B | | |
0055 616-02320 15.000 SYS | 11.00000 165.00| 21.32000 319.80|
GEOTEXTILES | | |
0056 616-06405 11.000 TON | 111.00000 1221.00| 165.24000 1817.64|
RIPRAP, REVETMENT | | |
0057 621-01004 3.000 EACH | 475.00000 1425.00| 475.00000 1425.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0058 621-06545 1.000 TON | 1260.00000 1260.00| 1260.00000 1260.00|
FERTILIZER | | |
0059 621-06557 306.000 LBS | 4.80000 1468.80| 4.80000 1468.80|
SEED MIXTURE, T | | |
0060 621-06565 4.000 TON | 460.00000 1840.00| 460.00000 1840.00|
MULCHING MATERIAL | | |
0061 621-06567 36.000 kGAL | 1.00000 36.00| 1.00000 36.00|
WATER | | |
0062 621-06575 9809.000 SYS | 4.30000 42178.70| 3.28000 32173.52|
SODDING, NURSERY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -14
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1120685 |( )
|ELLAS CONSTRUCTION COMPANY I |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 628-09402 9.000 MOS | 2500.00000 22500.00| 4657.29000 41915.61|
FIELD OFFICE, B | | |
0064 702-51863 162.000 EACH | 5.85000 947.70| 15.48000 2507.76|
FIELD DRILLED HOLE IN CONCRETE | | |
0065 706-06372 2.000 EACH | 5930.00000 11860.00| 7784.96000 15569.92|
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
, MODIFIED | | |
0066 715-05048 5453.000 LFT | 15.25000 83158.25| 10.00000 54530.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0067 715-05053 149.000 LFT | 35.05000 5222.45| 25.00000 3725.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0068 715-05149 995.000 LFT | 69.00000 68655.00| 38.00000 37810.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0069 715-05151 1283.000 LFT | 70.00000 89810.00| 41.00000 52603.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0070 715-05152 934.000 LFT | 75.00000 70050.00| 49.00000 45766.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0071 715-05153 664.000 LFT | 78.00000 51792.00| 44.00000 29216.00|
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0072 715-05154 1490.000 LFT | 80.00000 119200.00| 65.00000 96850.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0073 715-05156 157.000 LFT | 110.00000 17270.00| 59.00000 9263.00|
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0074 715-08307 105.000 TON | 160.00000 16800.00| 150.00000 15750.00|
HMA FOR STRUCTURE INSTALLATION, TYPE D | | |
0075 715-09064 5305.000 LFT | 1.75000 9283.75| 1.75000 9283.75|
VIDEO INSPECTION FOR PIPE | | |
0076 715-46000 1.000 EACH | 210.00000 210.00| 1250.00000 1250.00|
PIPE END SECTION, 12 IN. | | |
0077 715-46030 1.000 EACH | 500.00000 500.00| 2400.00000 2400.00|
PIPE END SECTION, 30 IN. | | |
0078 718-06532 3000.000 LFT | 1.25000 3750.00| 1.25000 3750.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0079 718-52610 492.000 CYS | 25.00000 12300.00| 30.00000 14760.00|
AGGREGATE FOR UNDERDRAINS | | |
0080 718-99153 5811.000 SYS | 0.50000 2905.50| 1.00000 5811.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0081 720-44000 4.000 EACH | 682.00000 2728.00| 250.00000 1000.00|
CASTING, ADJUST TO GRADE | | |
0082 720-45030 11.000 EACH | 2000.00000 22000.00| 1200.00000 13200.00|
INLET, E7 | | |
0083 720-45035 20.000 EACH | 2500.00000 50000.00| 1200.00000 24000.00|
INLET, F7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -15
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1120685 |( )
|ELLAS CONSTRUCTION COMPANY I |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0084 720-45410 18.000 EACH | 3100.00000 55800.00| 1650.00000 29700.00|
MANHOLE, C4 | | |
0085 720-94157 3.000 EACH | 3100.00000 9300.00| 1750.00000 5250.00|
MANHOLE, C , WITH BEEHIVE CASTING | | |
0086 720-94612 1.000 EACH | 7300.00000 7300.00| 9600.00000 9600.00|
MANHOLE, K4 | | |
0087 720-95422 4.000 EACH | 3800.00000 15200.00| 3000.00000 12000.00|
MANHOLE, J4 | | |
0088 720-98174 22.000 EACH | 2600.00000 57200.00| 1600.00000 35200.00|
INLET, B15 | | |
0089 720-98555 5.000 EACH | 2600.00000 13000.00| 1600.00000 8000.00|
INLET, C15 | | |
0090 732-08419 233.000 SYS | 82.00000 19106.00| 96.00000 22368.00|
MODULAR BLOCK WALL | | |
0091 732-08421 233.000 SYS | 120.00000 27960.00| 279.86000 65207.38|
MODULAR BLOCK WALL ERECTION | | |
0092 801-03290 2.000 EACH | 165.00000 330.00| 172.00000 344.00|
CONSTRUCTION SIGN, C | | |
0093 801-06207 13870.000 LFT | 0.96000 13315.20| 0.88000 12205.60|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0094 801-06640 17.000 EACH | 115.00000 1955.00| 129.00000 2193.00|
CONSTRUCTION SIGN, A | | |
0095 801-06710 120.000 DAY | 5.46000 655.20| 6.00000 720.00|
FLASHING ARROW SIGN | | |
0096 801-06775 LUMP | 175000.00000 175000.00| 140000.00000 140000.00|
MAINTAINING TRAFFIC | | |
0097 801-07119 397.000 LFT | 10.25000 4069.25| 11.69000 4640.93|
BARRICADE, III-B | | |
0098 802-05701 282.000 LFT | 13.40000 3778.80| 13.00000 3666.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0099 802-07125 15.000 SFT | 20.40000 306.00| 28.00000 420.00|
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0100 802-07127 16.000 SFT | 21.10000 337.60| 32.00000 512.00|
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
0101 802-07135 4.000 EACH | 1850.00000 7400.00| 2120.00000 8480.00|
CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | |
0102 802-76025 92.000 SFT | 15.40000 1416.80| 13.00000 1196.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -16
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1120685 |( )
|ELLAS CONSTRUCTION COMPANY I |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 802-76035 51.000 SFT | 17.50000 892.50| 14.00000 714.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0104 802-76045 9.000 SFT | 19.50000 175.50| 15.00000 135.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0105 802-76125 2.000 EACH | 6800.00000 13600.00| 8000.00000 16000.00|
SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | |
0106 805-01815 4.000 EACH | 1710.00000 6840.00| 2130.00000 8520.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0107 805-01842 6.000 EACH | 640.00000 3840.00| 605.00000 3630.00|
HANDHOLE, SIGNAL | | |
0108 805-01844 1029.000 LFT | 11.87000 12214.23| 10.65000 10958.85|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0109 805-02087 LUMP | 500.00000 500.00| 1000.00000 1000.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0110 805-02152 8.000 EACH | 487.00000 3896.00| 560.00000 4480.00|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0111 805-02426 607.000 LFT | 6.40000 3884.80| 7.00000 4249.00|
WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | |
IN CONDUIT, 4 1C | | |
0112 805-78100 1.000 EACH | 9200.00000 9200.00| 9400.00000 9400.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0113 805-78205 7.000 EACH | 725.00000 5075.00| 845.00000 5915.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0114 805-78230 3.000 EACH | 925.00000 2775.00| 1200.00000 3600.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0115 805-78415 4.000 EACH | 1410.00000 5640.00| 1780.00000 7120.00|
SPAN, CATENARY, AND TETHER | | |
0116 805-78420 4.000 EACH | 260.00000 1040.00| 320.00000 1280.00|
DISCONNECT HANGER | | |
0117 805-78445 1.000 EACH | 900.00000 900.00| 412.00000 412.00|
SIGNAL SERVICE | | |
0118 805-78467 13.000 LFT | 2.10000 27.30| 2.00000 26.00|
SIGNAL CABLE, 3C 8GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -17
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1120685 |( )
|ELLAS CONSTRUCTION COMPANY I |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 805-78470 1376.000 LFT | 0.78000 1073.28| 0.32000 440.32|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0120 805-78480 2244.000 LFT | 1.78000 3994.32| 1.00000 2244.00|
SIGNAL CABLE, 3C 14GA. | | |
0121 805-78485 307.000 LFT | 1.88000 577.16| 1.20000 368.40|
SIGNAL CABLE, 5C 14GA. | | |
0122 805-78490 547.000 LFT | 1.98000 1083.06| 1.40000 765.80|
SIGNAL CABLE, 7C 14GA. | | |
0123 805-78510 634.000 LFT | 1.66000 1052.44| 0.85000 538.90|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0124 805-78785 4.000 EACH | 440.00000 1760.00| 532.00000 2128.00|
SIGNAL DETECTOR HOUSING | | |
0125 805-78795 466.000 LFT | 12.20000 5685.20| 9.00000 4194.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0126 805-78925 1.000 EACH | 650.00000 650.00| 712.00000 712.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0127 805-81032 4.000 EACH | 3790.00000 15160.00| 4210.00000 16840.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0128 805-86890 1300.000 LFT | 0.42000 546.00| 1.00000 1300.00|
POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | |
STRANDED COPPER | | |
0129 805-92504 4.000 EACH | 200.00000 800.00| 205.00000 820.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0130 805-96121 8.000 EACH | 91.00000 728.00| 145.00000 1160.00|
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0131 807-02191 3.000 EACH | 660.00000 1980.00| 605.00000 1815.00|
HANDHOLE, LIGHTING | | |
0132 807-02428 13.000 EACH | 788.00000 10244.00| 782.00000 10166.00|
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0133 807-07580 2710.000 LFT | 6.40000 17344.00| 7.00000 18970.00|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0134 807-83748 13.000 EACH | 1495.00000 19435.00| 1400.00000 18200.00|
LIGHT POLE, 40 FT. E.M.H., 8.0 FT. MAST | | |
ARM, ANCHOR BASE | | |
0135 807-86620 13.000 EACH | 320.00000 4160.00| 340.00000 4420.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0136 807-86810 1.000 EACH | 2600.00000 2600.00| 3021.00000 3021.00|
SERVICE POINT, II | | |
0137 807-86910 13.000 EACH | 18.70000 243.10| 20.00000 260.00|
CONNECTOR KIT, UNFUSED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 320 -18
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -29922-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1120685 |( )
|ELLAS CONSTRUCTION COMPANY I |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0138 807-86915 13.000 EACH | 18.70000 243.10| 21.00000 273.00|
CONNECTOR KIT, FUSED | | |
0139 807-86925 33.000 EACH | 12.50000 412.50| 17.00000 561.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0140 807-86935 46.000 EACH | 12.50000 575.00| 21.00000 966.00|
INSULATION LINK, WATERPROOFED | | |
0141 808-06701 1252.000 LFT | 0.36000 450.72| 0.34000 425.68|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0142 808-06703 759.000 LFT | 0.36000 273.24| 0.34000 258.06|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0143 808-06711 241.000 LFT | 0.24000 57.84| 0.50000 120.50|
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0144 808-06713 1139.000 LFT | 0.24000 273.36| 0.50000 569.50|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0145 808-06714 1035.000 LFT | 0.24000 248.40| 0.50000 517.50|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0146 808-06716 5629.000 LFT | 0.27000 1519.83| 0.42000 2364.18|
LINE, REMOVE | | |
0147 808-74815 892.000 LFT | 1.83000 1632.36| 1.75000 1561.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0148 808-75240 986.000 LFT | 0.36000 354.96| 0.34000 335.24|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0149 808-75245 5748.000 LFT | 0.36000 2069.28| 0.34000 1954.32|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0150 808-75278 105.000 LFT | 1.83000 192.15| 3.25000 341.25|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0151 808-75297 225.000 LFT | 3.66000 823.50| 3.25000 731.25|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0152 808-75320 15.000 EACH | 63.00000 945.00| 65.00000 975.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0153 808-75325 15.000 EACH | 90.00000 1350.00| 95.00000 1425.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0154 202-02240 370.000 SYS | 20.00000 7400.00| 30.00000 11100.00|
PAVEMENT REMOVAL | | |
SECTION TOTALS | $ 3,362,034.20| $ 3,393,051.89| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,362,034.20| $ 3,393,051.89| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 330 -1
VENDOR RANKING
CALL ORDER : 330 CONTRACT ID : R -29930-A COUNTIES : MONROE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : CURVE CORRECTION COMPLETION DATE : 08/18/09
LOCATION : ON SMITH ROAD AT ROGERS ROAD 2.0 MILES SOUTH OF SR 46 PROJECT(S) : 0600173
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 359,346.00 100.0000%
2 35-1875662 CRIDER & CRIDER INC $ 417,959.31 116.3111%
3 35-1461789 POINDEXTER EXCAVATING $ 492,495.06 137.0532%
4 35-1801998 CLR INC $ 497,984.35 138.5807%
5 35-1673827 H E HENDERSON INC $ 610,097.24 169.7799%
6 35-1636776 LINKEL COMPANY $ 656,367.00 182.6560%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 330 -2
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -29930-A COUNTIES : MONROE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789
|DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 CURVE CORRECTION
| | |
0001 105-06845 LUMP | 5130.00000 5130.00| 6932.61000 6932.61| 7300.00000 7300.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 13000.00000 13000.00| 19024.78000 19024.78| 24000.00000 24000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 7200.00000 7200.00| 1304.25000 1304.25| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0009 203-02000 5956.000 m3 | 6.15000 36629.40| 7.77000 46278.12| 10.10000 60155.60
EXCAVATION, COMMON | | |
0010 203-02070 1163.000 m3 | 15.25000 17735.75| 2.74000 3186.62| 9.10000 10583.30
BORROW | | |
0011 204-02290 4.000 EACH | 275.00000 1100.00| 901.68000 3606.72| 600.00000 2400.00
SETTLEMENT PLATE | | |
0012 205-06931 38.000 Mg | 40.00000 1520.00| 49.29000 1873.02| 27.63000 1049.94
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0013 205-06932 92.800 m | 28.77000 2669.86| 33.24000 3084.67| 30.50000 2830.40
TEMPORARY CHECK DAM, STRAW BALES | | |
0014 205-08511 60.000 m | 5.25000 315.00| 8.39000 503.40| 5.57000 334.20
EROSION CONTROL , TEMPORARY, PERIMETER | | |
PROTECTION | | |
0015 207-08262 6828.000 m2 | 4.65000 31750.20| 2.70000 18435.60| 5.46000 37280.88
SUBGRADE TREATMENT, TYPE I | | |
0016 207-08267 1022.000 m2 | 8.25000 8431.50| 6.28000 6418.16| 14.00000 14308.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0017 211-09264 79.000 m3 | 25.00000 1975.00| 58.31000 4606.49| 23.00000 1817.00
STRUCTURE BACKFILL, TYPE 1 | | |
0018 301-07448 1486.000 Mg | 14.00000 20804.00| 16.29000 24206.94| 17.60000 26153.60
COMPACTED AGGREGATE, NO. 53, BASE | | |
0019 303-07449 1239.000 Mg | 14.65000 18151.35| 14.65000 18151.35| 19.00000 23541.00
COMPACTED AGGREGATE, NO. 73 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 330 -3
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -29930-A COUNTIES : MONROE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789
|DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 402-07433 369.000 Mg | 66.00000 24354.00| 81.73000 30158.37| 75.26000 27770.94
HMA SURFACE, TYPE B | | |
0021 402-07438 615.000 Mg | 54.00000 33210.00| 73.61000 45270.15| 62.54000 38462.10
HMA INTERMEDIATE, TYPE B | | |
0022 402-07441 983.000 Mg | 49.00000 48167.00| 69.98000 68790.34| 55.12000 54182.96
HMA BASE, TYPE B | | |
0023 406-05520 2.300 Mg | 440.00000 1012.00| 453.90000 1043.97| 477.00000 1097.10
ASPHALT FOR TACK COAT | | |
0024 610-07487 279.000 Mg | 70.00000 19530.00| 103.30000 28820.70| 80.00000 22320.00
HMA FOR APPROACHES, TYPE B | | |
0025 610-08446 94.300 m2 | 38.00000 3583.40| 47.21000 4451.90| 83.00000 7826.90
PCCP FOR APPROACHES, 150 mm | | |
0026 611-06497 9.000 EACH | 190.00000 1710.00| 144.43000 1299.87| 318.00000 2862.00
MAILBOX ASSEMBLY, SINGLE | | |
0027 616-02320 1540.000 m2 | 1.65000 2541.00| 2.08000 3203.20| 2.10000 3234.00
GEOTEXTILES | | |
0028 616-06405 846.500 Mg | 26.00000 22009.00| 28.73000 24319.95| 27.63000 23388.80
RIPRAP, REVETMENT | | |
0029 621-06559 4043.000 m2 | 0.53000 2142.79| 0.61000 2466.23| 0.67000 2708.81
MULCHED SEEDING, R | | |
0030 621-06574 532.000 m2 | 5.07000 2697.24| 5.86000 3117.52| 5.38000 2862.16
SODDING | | |
0031 628-09401 8.000 MOS | 1300.00000 10400.00| 1564.54000 12516.32| 1500.00000 12000.00
FIELD OFFICE, A | | |
0032 715-05019 38.000 m | 79.00000 3002.00| 173.47000 6591.86| 254.31000 9663.78
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0033 715-05168 75.600 m | 52.50000 3969.00| 53.23000 4024.19| 95.53000 7222.07
PIPE, TYPE 3, CIRCULAR, 300 mm | | |
0034 715-46000 12.000 EACH | 200.00000 2400.00| 281.21000 3374.52| 385.00000 4620.00
PIPE END SECTION, 300 mm | | |
0035 715-46040 2.000 EACH | 630.00000 1260.00| 1004.94000 2009.88| 1000.00000 2000.00
PIPE END SECTION, 900 mm | | |
0036 801-03290 2.000 EACH | 185.00000 370.00| 317.74000 635.48| 196.00000 392.00
CONSTRUCTION SIGN, C | | |
0037 801-04308 4.000 EACH | 295.00000 1180.00| 340.85000 1363.40| 312.70000 1250.80
ROAD CLOSURE SIGN ASSEMBLY | | |
0038 801-06625 16.000 EACH | 125.00000 2000.00| 144.43000 2310.88| 132.50000 2120.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0039 801-06640 8.000 EACH | 155.00000 1240.00| 132.87000 1062.96| 164.30000 1314.40
CONSTRUCTION SIGN, A | | |
0040 801-06645 2.000 EACH | 65.00000 130.00| 69.33000 138.66| 68.90000 137.80
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 330 -4
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -29930-A COUNTIES : MONROE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( 3 ) 35-1461789
|DAVE OMARA CONTRACTOR INC |CRIDER & CRIDER INC |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 801-06775 LUMP | 999.51000 999.51| 7048.15000 7048.15| 18000.00000 18000.00
MAINTAINING TRAFFIC | | |
0042 801-07119 22.000 m | 50.00000 1100.00| 79.15000 1741.30| 53.00000 1166.00
BARRICADE, III-B | | |
0043 808-06713 1080.000 m | 0.90000 972.00| 1.06000 1144.80| 0.94000 1015.20
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0044 808-06714 1080.000 m | 0.90000 972.00| 1.06000 1144.80| 0.94000 1015.20
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0045 808-75998 46.000 EACH | 43.00000 1978.00| 49.83000 2292.18| 45.72000 2103.12
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 359,346.00| $ 417,959.31| $ 492,495.06
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 359,346.00| $ 417,959.31| $ 492,495.06
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 330 -5
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -29930-A COUNTIES : MONROE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1673827 |( 6 ) 35-1636776
|CLR INC |H E HENDERSON INC |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 CURVE CORRECTION
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| 17278.00000 17278.00| 25000.00000 25000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 24000.00000 24000.00| 36935.00000 36935.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 9000.00000 9000.00| 19002.80000 19002.80| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0009 203-02000 5956.000 m3 | 15.00000 89340.00| 15.73000 93687.88| 10.00000 59560.00
EXCAVATION, COMMON | | |
0010 203-02070 1163.000 m3 | 15.25000 17735.75| 22.17000 25783.71| 15.00000 17445.00
BORROW | | |
0011 204-02290 4.000 EACH | 450.00000 1800.00| 646.10000 2584.40| 1000.00000 4000.00
SETTLEMENT PLATE | | |
0012 205-06931 38.000 Mg | 50.00000 1900.00| 101.72000 3865.36| 50.00000 1900.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0013 205-06932 92.800 m | 42.00000 3897.60| 30.21000 2803.49| 20.00000 1856.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0014 205-08511 60.000 m | 15.00000 900.00| 5.51000 330.60| 20.00000 1200.00
EROSION CONTROL , TEMPORARY, PERIMETER | | |
PROTECTION | | |
0015 207-08262 6828.000 m2 | 1.00000 6828.00| 7.22000 49298.16| 5.00000 34140.00
SUBGRADE TREATMENT, TYPE I | | |
0016 207-08267 1022.000 m2 | 12.00000 12264.00| 19.13000 19550.86| 15.00000 15330.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0017 211-09264 79.000 m3 | 80.00000 6320.00| 129.84000 10257.36| 50.00000 3950.00
STRUCTURE BACKFILL, TYPE 1 | | |
0018 301-07448 1486.000 Mg | 26.50000 39379.00| 22.74000 33791.64| 25.00000 37150.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0019 303-07449 1239.000 Mg | 26.75000 33143.25| 22.16000 27456.24| 25.00000 30975.00
COMPACTED AGGREGATE, NO. 73 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 330 -6
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -29930-A COUNTIES : MONROE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1673827 |( 6 ) 35-1636776
|CLR INC |H E HENDERSON INC |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 402-07433 369.000 Mg | 76.00000 28044.00| 79.01000 29154.69| 100.00000 36900.00
HMA SURFACE, TYPE B | | |
0021 402-07438 615.000 Mg | 63.00000 38745.00| 69.03000 42453.45| 100.00000 61500.00
HMA INTERMEDIATE, TYPE B | | |
0022 402-07441 983.000 Mg | 56.00000 55048.00| 66.09000 64966.47| 100.00000 98300.00
HMA BASE, TYPE B | | |
0023 406-05520 2.300 Mg | 450.00000 1035.00| 378.00000 869.40| 100.00000 230.00
ASPHALT FOR TACK COAT | | |
0024 610-07487 279.000 Mg | 80.00000 22320.00| 89.45000 24956.55| 100.00000 27900.00
HMA FOR APPROACHES, TYPE B | | |
0025 610-08446 94.300 m2 | 98.00000 9241.40| 55.56000 5239.31| 50.00000 4715.00
PCCP FOR APPROACHES, 150 mm | | |
0026 611-06497 9.000 EACH | 134.00000 1206.00| 315.00000 2835.00| 200.00000 1800.00
MAILBOX ASSEMBLY, SINGLE | | |
0027 616-02320 1540.000 m2 | 3.00000 4620.00| 3.75000 5775.00| 2.00000 3080.00
GEOTEXTILES | | |
0028 616-06405 846.500 Mg | 28.50000 24125.25| 29.95000 25352.68| 50.00000 42325.00
RIPRAP, REVETMENT | | |
0029 621-06559 4043.000 m2 | 0.90000 3638.70| 0.56000 2264.08| 2.00000 8086.00
MULCHED SEEDING, R | | |
0030 621-06574 532.000 m2 | 9.00000 4788.00| 5.32000 2830.24| 5.00000 2660.00
SODDING | | |
0031 628-09401 8.000 MOS | 1000.00000 8000.00| 2033.00000 16264.00| 2000.00000 16000.00
FIELD OFFICE, A | | |
0032 715-05019 38.000 m | 250.00000 9500.00| 212.72000 8083.36| 250.00000 9500.00
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0033 715-05168 75.600 m | 140.00000 10584.00| 74.75000 5651.10| 150.00000 11340.00
PIPE, TYPE 3, CIRCULAR, 300 mm | | |
0034 715-46000 12.000 EACH | 237.00000 2844.00| 269.18000 3230.16| 400.00000 4800.00
PIPE END SECTION, 300 mm | | |
0035 715-46040 2.000 EACH | 814.00000 1628.00| 768.58000 1537.16| 1500.00000 3000.00
PIPE END SECTION, 900 mm | | |
0036 801-03290 2.000 EACH | 300.00000 600.00| 288.75000 577.50| 350.00000 700.00
CONSTRUCTION SIGN, C | | |
0037 801-04308 4.000 EACH | 500.00000 2000.00| 204.75000 819.00| 500.00000 2000.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0038 801-06625 16.000 EACH | 201.00000 3216.00| 156.45000 2503.20| 200.00000 3200.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0039 801-06640 8.000 EACH | 200.00000 1600.00| 124.95000 999.60| 200.00000 1600.00
CONSTRUCTION SIGN, A | | |
0040 801-06645 2.000 EACH | 100.00000 200.00| 47.25000 94.50| 200.00000 400.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 330 -7
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -29930-A COUNTIES : MONROE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1673827 |( 6 ) 35-1636776
|CLR INC |H E HENDERSON INC |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 801-06775 LUMP | 4300.00000 4300.00| 14436.25000 14436.25| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
0042 801-07119 22.000 m | 125.00000 2750.00| 44.10000 970.20| 100.00000 2200.00
BARRICADE, III-B | | |
0043 808-06713 1080.000 m | 0.99000 1069.20| 1.94000 2095.20| 2.00000 2160.00
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0044 808-06714 1080.000 m | 0.99000 1069.20| 1.16000 1252.80| 2.00000 2160.00
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0045 808-75998 46.000 EACH | 50.00000 2300.00| 49.04000 2255.84| 50.00000 2300.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 497,984.35| $ 610,097.24| $ 656,367.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 497,984.35| $ 610,097.24| $ 656,367.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 334 -1
VENDOR RANKING
CALL ORDER : 334 CONTRACT ID : R -30149-A COUNTIES : WAYNE HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/15/10
LOCATION : ON I-70 FROM 0.39 MILE WEST OF SR 3 TO 0.32 MILE WEST OF PROJECT(S) : 0501236
SR 1
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 8,437,584.90 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 9,474,500.00 112.2892%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 334 -2
TABULATION OF BIDS
CALL ORDER : 334 CONTRACT ID : R -30149-A COUNTIES : WAYNE HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 13500.00000 13500.00| 13600.00000 13600.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 100.00000 400.00| 100.00000 400.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 80.000 MOS | 65.00000 5200.00| 100.00000 8000.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 421000.00000 421000.00| 891690.40000 891690.40|
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02241 100.000 LFT | 3.10000 310.00| 5.00000 500.00|
GUARDRAIL, REMOVE | | |
0012 202-94749 5294.000 LFT | 2.50000 13235.00| 4.00000 21176.00|
CURB, ASPHALT, REMOVE | | |
0013 202-96022 1.000 EACH | 800.00000 800.00| 300.00000 300.00|
CONCRETE FOUNDATION, REMOVE LIGHTING | | |
0014 205-06931 138.000 TON | 68.00000 9384.00| 70.00000 9660.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06937 4370.000 LFT | 1.34000 5855.80| 1.34000 5855.80|
TEMPORARY SILT FENCE | | |
0016 211-09264 41.000 CYS | 23.68000 970.88| 80.00000 3280.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0017 306-08034 19693.000 SYS | 5.30000 104372.90| 3.50000 68925.50|
MILLING, ASPHALT, 1 1/2 IN. | | |
0018 306-08036 387354.000 SYS | 0.75000 290515.50| 1.20000 464824.80|
MILLING, ASPHALT, 2 IN. | | |
0019 306-08038 3533.000 SYS | 0.75000 2649.75| 7.00000 24731.00|
MILLING, ASPHALT, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 334 -3
TABULATION OF BIDS
CALL ORDER : 334 CONTRACT ID : R -30149-A COUNTIES : WAYNE HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08039 1543.000 SYS | 0.75000 1157.25| 8.00000 12344.00|
MILLING, ASPHALT REMOVAL VARIABLE DEPTH | | |
0021 401-07320 20560.000 TON | 61.55000 1265468.00| 65.50000 1346680.00|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0022 401-07330 32418.000 TON | 71.00000 2301678.00| 76.50000 2479977.00|
QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | |
0023 401-07337 26.000 TON | 175.00000 4550.00| 115.00000 2990.00|
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0024 401-07382 43623.000 TON | 57.85000 2523590.55| 62.50000 2726437.50|
QC/QA-HMA, 5, 70, INTERMEDIATE, 12.5 mm | | |
0025 402-07442 132.000 TON | 77.00000 10164.00| 100.00000 13200.00|
HMA BASE, TYPE C | | |
0026 406-05520 262.000 TON | 550.00000 144100.00| 600.00000 157200.00|
ASPHALT FOR TACK COAT | | |
0027 601-06035 6700.000 LFT | 5.95000 39865.00| 5.75000 38525.00|
GUARDRAIL, RESET | | |
0028 601-06233 10.000 EACH | 8500.00000 85000.00| 9000.00000 90000.00|
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
RECONSTRUCT | | |
0029 601-07050 23.000 EACH | 1375.00000 31625.00| 1325.00000 30475.00|
GUARDRAIL END TREATMENT, OS, RESET | | |
0030 601-07050 1.000 EACH | 1900.00000 1900.00| 2700.00000 2700.00|
GUARDRAIL END TREATMENT, OS, RESET | | |
W/GRADING | | |
0031 601-92948 10880.000 LFT | 2.30000 25024.00| 2.25000 24480.00|
GUARDRAIL, ADJUST HEIGHT | | |
0032 601-94689 2.000 EACH | 3100.00000 6200.00| 3900.00000 7800.00|
GUARDRAIL END TREATMENT, OS W/GRADING | | |
0033 601-99105 2879.000 LFT | 16.20000 46639.80| 15.75000 45344.25|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 601-99123 6.000 EACH | 1900.00000 11400.00| 1870.00000 11220.00|
GUARDRAIL TRANSITION, GP RESET | | |
0035 602-06729 34.000 EACH | 14.00000 476.00| 14.00000 476.00|
BARRIER DELINEATOR | | |
0036 605-05523 5294.000 LFT | 5.12000 27105.28| 14.00000 74116.00|
CURB, HMA | | |
0037 606-07484 312332.000 LFT | 0.11000 34356.52| 0.15000 46849.80|
MILLED HMA SHOULDER CORRUGATIONS | | |
0038 615-06510 40.000 EACH | 485.00000 19400.00| 475.00000 19000.00|
MONUMENT, C | | |
0039 616-02320 15.000 SYS | 4.25000 63.75| 10.00000 150.00|
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 334 -4
TABULATION OF BIDS
CALL ORDER : 334 CONTRACT ID : R -30149-A COUNTIES : WAYNE HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 616-06451 6.000 TON | 115.00000 690.00| 175.00000 1050.00|
RIPRAP, UNIFORM | | |
0041 621-01004 15.000 EACH | 1210.00000 18150.00| 1140.00000 17100.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-06545 2.300 TON | 1550.00000 3565.00| 1516.00000 3486.80|
FERTILIZER | | |
0043 621-06553 960.000 LBS | 2.80000 2688.00| 2.76000 2649.60|
SEED MIXTURE, R | | |
0044 621-06565 10.500 TON | 365.00000 3832.50| 357.00000 3748.50|
MULCHING MATERIAL | | |
0045 628-09403 20.000 MOS | 1200.00000 24000.00| 2700.00000 54000.00|
FIELD OFFICE, C | | |
0046 628-09407 40.000 MOS | 100.00000 4000.00| 200.00000 8000.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0047 702-90915 5.250 CYS | 3100.00000 16275.00| 2500.00000 13125.00|
CONCRETE, A REINFORCED, FOR COLLISION | | |
WALL EXTENSION | | |
0048 715-03475 1.000 EACH | 415.00000 415.00| 350.00000 350.00|
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0049 715-03476 2.000 EACH | 575.00000 1150.00| 720.00000 1440.00|
SAFETY METAL END SECTION, 4:1, 24 IN. | | |
0050 715-05053 1160.000 LFT | 13.50000 15660.00| 13.10000 15196.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0051 715-05119 5.000 LFT | 105.00000 525.00| 110.00000 550.00|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0052 715-05125 8.000 LFT | 85.00000 680.00| 130.00000 1040.00|
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0053 715-05203 18289.000 LFT | 3.35000 61268.15| 3.20000 58524.80|
PIPE, TYPE 4, CIRCULAR, 4 IN. | | |
0054 715-46030 1.000 EACH | 525.00000 525.00| 650.00000 650.00|
PIPE END SECTION, 30 IN. | | |
0055 718-06526 911.000 TON | 66.50000 60581.50| 125.00000 113875.00|
HMA FOR UNDERDRAINS | | |
0056 718-06529 54.000 EACH | 560.00000 30240.00| 525.00000 28350.00|
OUTLET PROTECTOR, 2 | | |
0057 718-06532 3000.000 LFT | 1.10000 3300.00| 1.00000 3000.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0058 718-52610 488.000 CYS | 48.85000 23838.80| 47.40000 23131.20|
AGGREGATE FOR UNDERDRAINS | | |
0059 718-99153 10034.000 SYS | 1.14000 11438.76| 1.10000 11037.40|
GEOTEXTILES FOR UNDERDRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 334 -5
TABULATION OF BIDS
CALL ORDER : 334 CONTRACT ID : R -30149-A COUNTIES : WAYNE HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 720-01894 8.000 EACH | 995.00000 7960.00| 1275.00000 10200.00|
CASTING, FURNISH AND ADJUST TO GRADE | | |
R-3455 | | |
0061 720-44000 9.000 EACH | 375.00000 3375.00| 450.00000 4050.00|
CASTING, ADJUST TO GRADE | | |
0062 801-01093 4.000 EACH | 715.00000 2860.00| 695.00000 2780.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0063 801-03290 8.000 EACH | 185.00000 1480.00| 185.00000 1480.00|
CONSTRUCTION SIGN, C | | |
0064 801-04308 2.000 EACH | 325.00000 650.00| 325.00000 650.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0065 801-06201 27.000 SYS | 77.00000 2079.00| 75.00000 2025.00|
TEMPORARY PANEL SIGNS | | |
0066 801-06202 120.000 LFT | 24.00000 2880.00| 23.00000 2760.00|
TEMPORARY PANEL SIGN SUPPORTS | | |
0067 801-06203 38000.000 LFT | 0.25000 9500.00| 1.00000 38000.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0068 801-06207 38000.000 LFT | 1.45000 55100.00| 1.20000 45600.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0069 801-06640 49.000 EACH | 135.00000 6615.00| 135.00000 6615.00|
CONSTRUCTION SIGN, A | | |
0070 801-06645 30.000 EACH | 94.00000 2820.00| 89.00000 2670.00|
CONSTRUCTION SIGN, B | | |
0071 801-06710 400.000 DAY | 10.00000 4000.00| 10.00000 4000.00|
FLASHING ARROW SIGN | | |
0072 801-06775 LUMP | 377688.00000 377688.00| 125000.00000 125000.00|
MAINTAINING TRAFFIC | | |
0073 801-07118 252.000 LFT | 9.40000 2368.80| 8.95000 2255.40|
BARRICADE, III-A | | |
0074 801-09133 6.000 EACH | 5000.00000 30000.00| 4925.00000 29550.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0075 802-05701 24.000 LFT | 23.00000 552.00| 22.00000 528.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0076 802-05702 56.000 LFT | 23.50000 1316.00| 22.50000 1260.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0077 804-06771 120.000 EACH | 34.50000 4140.00| 33.00000 3960.00|
DELINEATOR POST, FLEXIBLE | | |
0078 805-02328 1736.000 LFT | 1.00000 1736.00| 0.90000 1562.40|
SIGNAL CABLE, 1C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 334 -6
TABULATION OF BIDS
CALL ORDER : 334 CONTRACT ID : R -30149-A COUNTIES : WAYNE HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 805-78795 562.000 LFT | 8.40000 4720.80| 8.00000 4496.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0080 805-92951 4.000 EACH | 260.00000 1040.00| 250.00000 1000.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0081 807-02370 1.000 EACH | 2100.00000 2100.00| 1273.00000 1273.00|
LIGHT STRUCTURE, REMOVE AND RESET | | |
0082 807-02428 1.000 EACH | 1625.00000 1625.00| 1592.00000 1592.00|
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0083 807-07580 950.000 LFT | 7.80000 7410.00| 7.50000 7125.00|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0084 807-86955 2.000 EACH | 365.00000 730.00| 356.00000 712.00|
CABLE DUCT MARKER | | |
0085 807-98690 4.000 EACH | 325.00000 1300.00| 323.00000 1292.00|
HANDHOLE ADJUSTED TO GRADE | | |
0086 808-03631 15105.000 LFT | 0.32000 4833.60| 0.32000 4833.60|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0087 808-03632 15105.000 LFT | 0.32000 4833.60| 0.32000 4833.60|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0088 808-05534 1800.000 LFT | 0.65000 1170.00| 0.64000 1152.00|
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0089 808-05535 200.000 LFT | 14.50000 2900.00| 14.20000 2840.00|
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
WHITE, CROSSHATCH LINE, 24 IN. | | |
0090 808-06701 250.000 LFT | 1.52000 380.00| 1.50000 375.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0091 808-06702 36874.000 LFT | 0.35000 12905.90| 0.35000 12905.90|
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0092 808-06703 148495.000 LFT | 0.28000 41578.60| 0.28000 41578.60|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0093 808-06705 4900.000 LFT | 0.67000 3283.00| 0.65000 3185.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0094 808-74811 4226.000 LFT | 0.56000 2366.56| 0.55000 2324.30|
LINE, EPOXY, BROKEN, WHITE, 5 IN. | | |
0095 808-75245 147795.000 LFT | 0.28000 41382.60| 0.28000 41382.60|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0096 808-75272 700.000 LFT | 4.25000 2975.00| 3.95000 2765.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 334 -7
TABULATION OF BIDS
CALL ORDER : 334 CONTRACT ID : R -30149-A COUNTIES : WAYNE HENRY
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 808-75297 175.000 LFT | 4.25000 743.75| 3.95000 691.25|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0098 808-75320 8.000 EACH | 80.00000 640.00| 75.00000 600.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0099 808-75325 2.000 EACH | 80.00000 160.00| 79.00000 158.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0100 808-75996 2300.000 EACH | 5.00000 11500.00| 5.00000 11500.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0101 808-75998 2300.000 EACH | 17.00000 39100.00| 16.40000 37720.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0102 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
SECTION TOTALS | $ 8,437,584.90| $ 9,474,500.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 8,437,584.90| $ 9,474,500.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -1
VENDOR RANKING
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ROAD CONSTRUCTION/BRIDGE REPLACEMENT COMPLETION DATE : 10/01/10
LOCATION : ON CANAL ROAD/MCDANIEL ROAD, FROM SOUTH END OF I-70 PROJECT(S) : 0200378
OVERPASS TO FERREE ROAD T130002
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 7,662,079.68 100.0000%
2 35-1698047 GRADEX INC $ 7,798,988.73 101.7868%
3 37-0797609 FEUTZ CONTRACTORS INC $ 8,565,443.00 111.7901%
4 36-2231526 WALSH CONSTR COMPANY $ 8,764,877.79 114.3929%
5 35-1111003 WHITE CONSTRUCTION INC $ 9,442,468.00 123.2364%
6 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 9,591,949.99 125.1873%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -2
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 50000.00000 50000.00| 50000.00000 50000.00| 47000.00000 47000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 100.00000 300.00| 150.00000 450.00| 260.00000 780.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 75.00000 5400.00| 100.00000 7200.00| 58.00000 4176.00
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 108-01614 LUMP | 12000.00000 12000.00| 15000.00000 15000.00| 14000.00000 14000.00
PARTNERING OVERHEAD | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 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| 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 | 380000.00000 380000.00| 390000.00000 390000.00| 370000.00000 370000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 150000.00000 150000.00| 78000.00000 78000.00| 132000.00000 132000.00
CLEARING RIGHT OF WAY | | |
0015 202-02240 240.000 m2 | 30.00000 7200.00| 16.00000 3840.00| 10.00000 2400.00
PAVEMENT REMOVAL | | |
0016 202-02241 24.000 m | 15.00000 360.00| 52.00000 1248.00| 43.00000 1032.00
GUARDRAIL, REMOVE | | |
0017 202-02271 2.000 EACH | 3000.00000 6000.00| 550.00000 1100.00| 525.00000 1050.00
HEADWALL, REMOVE | | |
0018 202-05571 5.000 EACH | 550.00000 2750.00| 258.00000 1290.00| 585.00000 2925.00
TESTING FOR WASTES , TYPE Y | | |
0019 202-07553 574.000 m3 | 11.50000 6601.00| 22.00000 12628.00| 12.00000 6888.00
REGULATED MATERIALS, REMOVE, TYPE Y | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -3
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-07554 574.000 m3 | 22.50000 12915.00| 14.00000 8036.00| 23.50000 13489.00
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
0021 202-07555 574.000 m3 | 60.00000 34440.00| 47.00000 26978.00| 63.00000 36162.00
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
0022 202-51330 LUMP | 50000.00000 50000.00| 4000.00000 4000.00| 29000.00000 29000.00
PRESENT STRUCTURE, REMOVE | | |
0023 202-74045 35.000 EACH | 63.50000 2222.50| 65.00000 2275.00| 125.00000 4375.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0024 202-96133 223.500 m | 30.00000 6705.00| 57.00000 12739.50| 20.00000 4470.00
PIPE, REMOVE | | |
0025 202-96430 LUMP | 10500.00000 10500.00| 2500.00000 2500.00| 7200.00000 7200.00
FENCE AND POSTS, REMOVE | | |
0026 203-02000 58873.000 m3 | 13.00000 765349.00| 11.15000 656433.95| 10.80000 635828.40
EXCAVATION, COMMON | | |
0027 203-02070 18437.000 m3 | 0.10000 1843.70| 6.50000 119840.50| 15.50000 285773.50
BORROW | | |
0028 205-03371 100.000 m3 | 40.00000 4000.00| 20.00000 2000.00| 20.00000 2000.00
SEDIMENT REMOVE | | |
0029 205-06930 3.000 Mg | 100.00000 300.00| 75.00000 225.00| 219.00000 657.00
SPLASHPAD, RIPRAP | | |
0030 205-06931 527.000 Mg | 34.00000 17918.00| 35.00000 18445.00| 78.00000 41106.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0031 205-06933 2.000 EACH | 125.00000 250.00| 130.00000 260.00| 245.00000 490.00
TEMPORARY DITCH INLET PROTECTION | | |
0032 205-06934 56.000 Mg | 355.00000 19880.00| 370.00000 20720.00| 375.00000 21000.00
TEMPORARY MULCHING | | |
0033 205-06936 716.000 Mg | 35.00000 25060.00| 35.00000 25060.00| 41.00000 29356.00
TEMPORARY SEDIMENT TRAP | | |
0034 205-06937 1475.000 m | 4.86000 7168.50| 5.00000 7375.00| 7.40000 10915.00
TEMPORARY SILT FENCE | | |
0035 205-06938 13.000 m | 75.00000 975.00| 60.00000 780.00| 175.00000 2275.00
TEMPORARY SLOPE DRAIN | | |
0036 205-09543 100.000 Mg | 25.00000 2500.00| 25.00000 2500.00| 33.00000 3300.00
NO 2 STONE , NO. 2 | | |
0037 207-08262 60213.000 m2 | 1.50000 90319.50| 4.75000 286011.75| 4.65000 279990.45
SUBGRADE TREATMENT, TYPE I | | |
0038 207-08263 11382.000 m2 | 4.75000 54064.50| 4.75000 54064.50| 4.65000 52926.30
SUBGRADE TREATMENT, TYPE IA | | |
0039 207-08267 4203.000 m2 | 9.00000 37827.00| 7.30000 30681.90| 12.25000 51486.75
SUBGRADE TREATMENT, TYPE IIIA | | |
0040 211-06467 42.000 m3 | 50.00000 2100.00| 51.50000 2163.00| 70.00000 2940.00
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -4
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 211-09264 5975.000 m3 | 25.00000 149375.00| 25.90000 154752.50| 32.00000 191200.00
STRUCTURE BACKFILL, TYPE 1 | | |
0042 301-07448 7840.000 Mg | 22.00000 172480.00| 19.55000 153272.00| 29.00000 227360.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0043 302-07455 64.000 m3 | 70.00000 4480.00| 72.00000 4608.00| 80.00000 5120.00
DENSE GRADED SUBBASE | | |
0044 303-08210 500.000 Mg | 25.00000 12500.00| 24.00000 12000.00| 27.00000 13500.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0045 306-08038 336.000 m2 | 10.00000 3360.00| 21.00000 7056.00| 12.00000 4032.00
MILLING, ASPHALT, 100 mm | | |
0046 401-06264 LUMP | 2000.00000 2000.00| 3300.00000 3300.00| 2115.00000 2115.00
PROFILOGRAPH, HMA | | |
0047 401-07327 476.000 Mg | 119.40000 56834.40| 77.87000 37066.12| 126.00000 59976.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0048 401-07328 5651.000 Mg | 87.46000 494236.46| 76.00000 429476.00| 92.50000 522717.50
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0049 401-07397 662.000 Mg | 96.93000 64167.66| 66.00000 43692.00| 102.50000 67855.00
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0050 401-07398 8103.000 Mg | 66.08000 535446.24| 61.00000 494283.00| 70.00000 567210.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0051 401-07408 6627.000 Mg | 58.01000 384432.27| 60.00000 397620.00| 61.40000 406897.80
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0052 401-07423 2425.000 Mg | 68.01000 164924.25| 61.30000 148652.50| 72.00000 174600.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0053 401-07424 17085.000 Mg | 59.13000 1010236.05| 59.60000 1018266.00| 62.60000 1069521.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0054 401-07429 7497.000 Mg | 67.16000 503498.52| 74.50000 558526.50| 71.00000 532287.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0055 402-07432 40.000 Mg | 108.52000 4340.80| 87.75000 3510.00| 115.00000 4600.00
HMA SURFACE, TYPE A | | |
0056 402-07435 68.000 Mg | 92.99000 6323.32| 79.90000 5433.20| 98.50000 6698.00
HMA INTERMEDIATE, TYPE A | | |
0057 402-07440 230.000 Mg | 70.76000 16274.80| 70.45000 16203.50| 74.90000 17227.00
HMA BASE, TYPE A | | |
0058 406-05520 61.000 Mg | 501.60000 30597.60| 572.00000 34892.00| 531.00000 32391.00
ASPHALT FOR TACK COAT | | |
0059 502-06457 290.000 m2 | 46.95000 13615.50| 53.60000 15544.00| 61.00000 17690.00
PCCP, 225 mm | | |
0060 601-01522 4.000 EACH | 2150.00000 8600.00| 1960.00000 7840.00| 2275.00000 9100.00
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -5
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 601-05999 2.000 EACH | 60.00000 120.00| 52.00000 104.00| 63.50000 127.00
CURVED TERMINAL END | | |
0062 601-94689 2.000 EACH | 2675.00000 5350.00| 2885.00000 5770.00| 2800.00000 5600.00
GUARDRAIL END TREATMENT, OS | | |
0063 601-99105 80.000 m | 59.00000 4720.00| 67.00000 5360.00| 62.50000 5000.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0064 602-06729 6.000 EACH | 15.00000 90.00| 9.00000 54.00| 15.00000 90.00
BARRIER DELINEATOR | | |
0065 604-91531 7.000 m2 | 29.00000 203.00| 69.00000 483.00| 65.00000 455.00
SIDEWALK, CONCRETE, 100 mm | | |
0066 605-06090 18.000 m | 29.00000 522.00| 43.25000 778.50| 13.00000 234.00
CURB, INTEGRAL, CONCRETE | | |
0067 605-06140 2239.000 m | 39.50000 88440.50| 44.50000 99635.50| 48.00000 107472.00
CURB AND GUTTER, CONCRETE | | |
0068 605-06245 102.000 m2 | 63.00000 6426.00| 77.25000 7879.50| 85.00000 8670.00
CENTER CURB, B, CONCRETE | | |
0069 605-96305 26.000 m | 39.50000 1027.00| 52.00000 1352.00| 46.00000 1196.00
CURB AND GUTTER, CONCRETE, DEPRESSED | | |
0070 607-06175 23.000 m | 115.00000 2645.00| 124.00000 2852.00| 88.00000 2024.00
GUTTER, CONCRETE | | |
0071 609-06259 435.600 m2 | 75.00000 32670.00| 77.00000 33541.20| 85.00000 37026.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
300 mm | | |
0072 610-07486 1363.000 Mg | 98.04000 133628.52| 87.25000 118921.75| 104.00000 141752.00
HMA FOR APPROACHES, TYPE A | | |
0073 610-08446 1151.000 m2 | 40.25000 46327.75| 41.20000 47421.20| 57.00000 65607.00
PCCP FOR APPROACHES, 150 mm | | |
0074 611-06497 11.000 EACH | 170.00000 1870.00| 145.00000 1595.00| 545.00000 5995.00
MAILBOX ASSEMBLY, SINGLE | | |
0075 611-06498 2.000 EACH | 225.00000 450.00| 175.00000 350.00| 855.00000 1710.00
MAILBOX ASSEMBLY, DOUBLE | | |
0076 615-06505 15.000 EACH | 665.00000 9975.00| 515.00000 7725.00| 450.00000 6750.00
MONUMENT, B | | |
0077 615-06510 1.000 EACH | 550.00000 550.00| 415.00000 415.00| 250.00000 250.00
MONUMENT, C | | |
0078 615-07832 1.000 EACH | 900.00000 900.00| 205.00000 205.00| 300.00000 300.00
BENCH MARK POST | | |
0079 616-02320 1503.000 m2 | 1.05000 1578.15| 1.70000 2555.10| 3.00000 4509.00
GEOTEXTILES | | |
0080 616-06405 1038.000 Mg | 30.00000 31140.00| 29.00000 30102.00| 45.50000 47229.00
RIPRAP, REVETMENT | | |
0081 621-01004 6.000 EACH | 975.00000 5850.00| 1005.00000 6030.00| 1030.00000 6180.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -6
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 621-02770 2209.000 m2 | 1.35000 2982.15| 1.40000 3092.60| 1.40000 3092.60
EROSION CONTROL BLANKET | | |
0083 621-06545 7.000 Mg | 1477.00000 10339.00| 1521.00000 10647.00| 1560.00000 10920.00
FERTILIZER | | |
0084 621-06553 1344.000 kg | 5.07000 6814.08| 5.22000 7015.68| 5.35000 7190.40
SEED MIXTURE, R | | |
0085 621-06557 1667.000 kg | 4.08000 6801.36| 4.20000 7001.40| 4.30000 7168.10
SEED MIXTURE, T | | |
0086 621-06565 32.000 Mg | 318.00000 10176.00| 328.00000 10496.00| 335.00000 10720.00
MULCHING MATERIAL | | |
0087 621-06567 220.000 kL | 1.00000 220.00| 1.05000 231.00| 1.05000 231.00
WATER | | |
0088 621-06574 15.000 m2 | 3.16000 47.40| 3.25000 48.75| 3.35000 50.25
SODDING | | |
0089 621-06575 12208.000 m2 | 3.16000 38577.28| 3.25000 39676.00| 3.35000 40896.80
SODDING, NURSERY | | |
0090 628-09402 21.000 MOS | 2000.00000 42000.00| 1900.00000 39900.00| 1950.00000 40950.00
FIELD OFFICE, B | | |
0091 628-09407 21.000 MOS | 150.00000 3150.00| 515.00000 10815.00| 210.00000 4410.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL 1 EACH | | |
0092 701-51195 588.000 m | 135.00000 79380.00| 140.00000 82320.00| 168.00000 98784.00
PILE, STEEL H, HP 310mm X 79 | | |
0093 703-51032 38214.000 kg | 2.00000 76428.00| 2.10000 80249.40| 1.80000 68785.20
REINFORCING STEEL, EPOXY COATED | | |
0094 704-51002 239.100 m3 | 700.00000 167370.00| 715.00000 170956.50| 680.00000 162588.00
CONCRETE, C, SUPERSTRUCTURE | | |
0095 706-05732 4.000 EACH | 1250.00000 5000.00| 1290.00000 5160.00| 1695.00000 6780.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0096 706-51020 11.600 m3 | 450.00000 5220.00| 464.00000 5382.40| 725.00000 8410.00
CONCRETE, C, RAILING | | |
0097 707-05984 263.000 m | 630.00000 165690.00| 650.00000 170950.00| 525.00000 138075.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 1143 mm X 406 mm | | |
0098 709-51821 LUMP | 2662.74000 2662.74| 2800.00000 2800.00| 2800.00000 2800.00
SURFACE SEAL | | |
0099 715-05019 68.000 m | 160.00000 10880.00| 275.00000 18700.00| 192.00000 13056.00
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0100 715-05048 5787.000 m | 10.00000 57870.00| 11.40000 65971.80| 16.80000 97221.60
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0101 715-05053 366.000 m | 33.00000 12078.00| 28.40000 10394.40| 40.50000 14823.00
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -7
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-05119 54.000 m | 52.00000 2808.00| 112.00000 6048.00| 93.00000 5022.00
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0103 715-05121 70.000 m | 70.00000 4900.00| 119.00000 8330.00| 98.00000 6860.00
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
0104 715-05123 43.000 m | 110.00000 4730.00| 153.00000 6579.00| 134.00000 5762.00
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0105 715-05127 53.000 m | 225.00000 11925.00| 298.00000 15794.00| 330.00000 17490.00
PIPE, TYPE 1, CIRCULAR, 1050 mm | | |
0106 715-05149 650.000 m | 67.00000 43550.00| 97.00000 63050.00| 89.00000 57850.00
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0107 715-05151 245.000 m | 77.00000 18865.00| 108.00000 26460.00| 99.00000 24255.00
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0108 715-05152 218.000 m | 85.00000 18530.00| 118.00000 25724.00| 115.00000 25070.00
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0109 715-05156 561.000 m | 145.00000 81345.00| 231.00000 129591.00| 245.00000 137445.00
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0110 715-05168 8.000 m | 68.00000 544.00| 140.00000 1120.00| 136.00000 1088.00
PIPE, TYPE 3, CIRCULAR, 300 mm | | |
0111 715-05169 39.000 m | 77.00000 3003.00| 112.00000 4368.00| 133.00000 5187.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0112 715-05171 42.000 m | 85.00000 3570.00| 124.00000 5208.00| 110.00000 4620.00
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0113 715-05175 27.000 m | 145.00000 3915.00| 240.00000 6480.00| 175.00000 4725.00
PIPE, TYPE 3, CIRCULAR, 750 mm | | |
0114 715-05178 23.000 m | 240.00000 5520.00| 318.00000 7314.00| 225.00000 5175.00
PIPE, TYPE 3, CIRCULAR, 1050 mm | | |
0115 715-05193 58.000 m | 525.00000 30450.00| 630.00000 36540.00| 415.00000 24070.00
PIPE, TYPE 3, CIRCULAR, 1800 mm | | |
0116 715-05229 16.000 m | 250.00000 4000.00| 244.00000 3904.00| 340.00000 5440.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | |
m2 | | |
0117 715-05245 35.000 m | 300.00000 10500.00| 597.00000 20895.00| 345.00000 12075.00
PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | |
m2 | | |
0118 715-05407 62.000 m | 25.00000 1550.00| 26.00000 1612.00| 60.00000 3720.00
PIPE, END BENT DRAIN, 150 mm | | |
0119 715-05841 2.000 EACH | 1800.00000 3600.00| 2100.00000 4200.00| 2050.00000 4100.00
CONCRETE ANCHOR, 1500 mm | | |
0120 715-05842 4.000 EACH | 1300.00000 5200.00| 1800.00000 7200.00| 1450.00000 5800.00
CONCRETE ANCHOR, 1050 mm | | |
0121 715-06357 1.000 EACH | 2400.00000 2400.00| 2950.00000 2950.00| 2100.00000 2100.00
CONCRETE ANCHOR, 1800 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -8
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 715-07135 2.000 EACH | 1300.00000 2600.00| 1580.00000 3160.00| 1100.00000 2200.00
CONCRETE ANCHOR, 750 mm | | |
0123 715-07652 2.000 EACH | 2300.00000 4600.00| 940.00000 1880.00| 1450.00000 2900.00
PIPE END SECTION, MIN. AREA 1.20 m2 | | |
0124 715-09064 1660.000 m | 4.10000 6806.00| 4.22000 7005.20| 1.25000 2075.00
VIDEO INSPECTION FOR PIPE | | |
0125 715-46000 4.000 EACH | 330.00000 1320.00| 525.00000 2100.00| 375.00000 1500.00
PIPE END SECTION, 300 mm | | |
0126 715-46005 13.000 EACH | 380.00000 4940.00| 580.00000 7540.00| 380.00000 4940.00
PIPE END SECTION, 375 mm | | |
0127 715-46010 6.000 EACH | 450.00000 2700.00| 695.00000 4170.00| 625.00000 3750.00
PIPE END SECTION, 450 mm | | |
0128 715-46020 6.000 EACH | 520.00000 3120.00| 735.00000 4410.00| 725.00000 4350.00
PIPE END SECTION, 600 mm | | |
0129 715-46030 2.000 EACH | 710.00000 1420.00| 1000.00000 2000.00| 855.00000 1710.00
PIPE END SECTION, 750 mm | | |
0130 715-46040 4.000 EACH | 940.00000 3760.00| 1150.00000 4600.00| 1125.00000 4500.00
PIPE END SECTION, 900 mm | | |
0131 715-46055 2.000 EACH | 880.00000 1760.00| 685.00000 1370.00| 1000.00000 2000.00
PIPE END SECTION, MIN. AREA .17 m2 | | |
0132 716-07630 19.000 m | 1100.00000 20900.00| 1200.00000 22800.00| 725.00000 13775.00
PIPE INSTALLATION, TRENCHLESS, 300 mm | | |
0133 716-07727 80.000 m | 2800.00000 224000.00| 2400.00000 192000.00| 3800.00000 304000.00
PIPE INSTALLATION, TRENCHLESS, 1500 mm | | |
0134 718-06531 23.000 EACH | 500.00000 11500.00| 265.00000 6095.00| 520.00000 11960.00
OUTLET PROTECTOR, 3 | | |
0135 718-06532 1000.000 m | 2.75000 2750.00| 3.35000 3350.00| 1.25000 1250.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0136 718-52610 1297.000 m3 | 33.00000 42801.00| 33.25000 43125.25| 26.50000 34370.50
AGGREGATE FOR UNDERDRAINS | | |
0137 718-99153 12309.000 m2 | 1.00000 12309.00| 1.20000 14770.80| 0.65000 8000.85
GEOTEXTILES FOR UNDERDRAIN | | |
0139 720-45005 2.000 EACH | 1300.00000 2600.00| 1300.00000 2600.00| 1650.00000 3300.00
INLET, A2 | | |
0140 720-45030 1.000 EACH | 1100.00000 1100.00| 1400.00000 1400.00| 1370.00000 1370.00
INLET, E7 | | |
0141 720-45410 5.000 EACH | 1900.00000 9500.00| 1500.00000 7500.00| 2550.00000 12750.00
MANHOLE, C4 | | |
0142 720-45415 8.000 EACH | 2700.00000 21600.00| 2900.00000 23200.00| 3775.00000 30200.00
MANHOLE, D4 | | |
0143 720-93409 15.000 EACH | 2000.00000 30000.00| 2100.00000 31500.00| 2450.00000 36750.00
INLET, B15, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -9
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 720-93411 11.000 EACH | 2000.00000 22000.00| 2100.00000 23100.00| 2450.00000 26950.00
INLET, C15, MODIFIED | | |
0145 720-98174 2.000 EACH | 2000.00000 4000.00| 2000.00000 4000.00| 2450.00000 4900.00
INLET, B15 | | |
0146 720-98555 11.000 EACH | 2000.00000 22000.00| 2000.00000 22000.00| 2450.00000 26950.00
INLET, C15 | | |
0147 721-43030 1.000 EACH | 8500.00000 8500.00| 1300.00000 1300.00| 3200.00000 3200.00
AUTOMATIC DRAINAGE GATE, 750 mm | | |
0148 721-43065 1.000 EACH | 23000.00000 23000.00| 6000.00000 6000.00| 13800.00000 13800.00
AUTOMATIC DRAINAGE GATE, 1800 mm | | |
0149 723-08608 16.000 m2 | 600.00000 9600.00| 1162.00000 18592.00| 1101.00000 17616.00
WINGWALL | | |
0150 801-03290 4.000 EACH | 400.00000 1600.00| 412.00000 1648.00| 425.00000 1700.00
CONSTRUCTION SIGN, C | | |
0151 801-04308 15.000 EACH | 365.00000 5475.00| 376.00000 5640.00| 385.00000 5775.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0152 801-06625 6.000 EACH | 116.00000 696.00| 120.00000 720.00| 122.00000 732.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0153 801-06640 24.000 EACH | 245.00000 5880.00| 253.00000 6072.00| 260.00000 6240.00
CONSTRUCTION SIGN, A | | |
0154 801-06775 LUMP | 50000.00000 50000.00| 75000.00000 75000.00| 16000.00000 16000.00
MAINTAINING TRAFFIC | | |
0155 801-07118 43.200 m | 33.94000 1466.21| 35.00000 1512.00| 35.00000 1512.00
BARRICADE, III-A | | |
0156 801-07119 111.600 m | 39.47000 4404.85| 41.00000 4575.60| 42.00000 4687.20
BARRICADE, III-B | | |
0157 802-05701 134.000 m | 51.00000 6834.00| 53.00000 7102.00| 54.00000 7236.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0158 802-07125 0.500 m2 | 347.00000 173.50| 358.00000 179.00| 367.00000 183.50
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.03 mm | | |
0159 802-07127 2.000 m2 | 363.00000 726.00| 374.00000 748.00| 385.00000 770.00
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.54 mm | | |
0160 802-76025 12.000 m2 | 280.00000 3360.00| 288.00000 3456.00| 296.00000 3552.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0161 802-76035 2.600 m2 | 293.00000 761.80| 302.00000 785.20| 310.00000 806.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0162 805-01816 1.000 EACH | 2013.00000 2013.00| 2100.00000 2100.00| 2130.00000 2130.00
SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | |
mm X 2500 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -10
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0163 805-01842 22.000 EACH | 856.00000 18832.00| 882.00000 19404.00| 906.00000 19932.00
HANDHOLE, SIGNAL | | |
0164 805-01844 717.000 m | 51.00000 36567.00| 52.50000 37642.50| 54.00000 38718.00
CONDUIT, STEEL, GALVANIZED, 50 mm, | | |
UNDERGROUND | | |
0165 805-01879 3.000 EACH | 932.00000 2796.00| 960.00000 2880.00| 986.00000 2958.00
SIGNAL SERVICE, INSTALL | | |
0166 805-02073 1.000 EACH | 6193.00000 6193.00| 6400.00000 6400.00| 6555.00000 6555.00
SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | |
AND 6.1 m ARM | | |
0167 805-08129 133.000 m | 4.30000 571.90| 4.43000 589.19| 4.50000 598.50
SIGNAL CABLE ,4c/19GA | | |
0168 805-78100 3.000 EACH | 10738.00000 32214.00| 11060.00000 33180.00| 11400.00000 34200.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0169 805-78205 19.000 EACH | 605.00000 11495.00| 625.00000 11875.00| 640.00000 12160.00
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0170 805-78215 13.000 EACH | 496.00000 6448.00| 510.00000 6630.00| 525.00000 6825.00
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER ARROW, GREEN ARROW | | |
0171 805-78230 2.000 EACH | 903.00000 1806.00| 930.00000 1860.00| 955.00000 1910.00
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0172 805-78245 2.000 EACH | 2692.00000 5384.00| 2775.00000 5550.00| 2850.00000 5700.00
TRAFFIC SIGNAL HEAD, OPTICALLY | | |
PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | |
GREEN | | |
0173 805-78255 1.000 EACH | 2692.00000 2692.00| 2775.00000 2775.00| 2850.00000 2850.00
TRAFFIC SIGNAL HEAD, OPTICALLY | | |
PROGRAMMED, 3 FACE, 305 mm RED, AMBER | | |
ARROW, GREEN ARROW | | |
0174 805-78415 6.000 EACH | 3042.00000 18252.00| 3135.00000 18810.00| 3200.00000 19200.00
SPAN, CATENARY, AND TETHER | | |
0175 805-78420 8.000 EACH | 233.00000 1864.00| 240.00000 1920.00| 245.00000 1960.00
DISCONNECT HANGER | | |
0176 805-78467 40.000 m | 7.50000 300.00| 7.75000 310.00| 7.90000 316.00
SIGNAL CABLE, 3C 8GA. | | |
0177 805-78485 1222.000 m | 4.30000 5254.60| 4.45000 5437.90| 4.50000 5499.00
SIGNAL CABLE, 5C 14GA. | | |
0178 805-78490 651.000 m | 5.00000 3255.00| 5.15000 3352.65| 5.25000 3417.75
SIGNAL CABLE, 7C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -11
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 805-78510 2086.000 m | 3.00000 6258.00| 3.10000 6466.60| 3.20000 6675.20
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0180 805-78746 2437.000 m | 12.50000 30462.50| 12.85000 31315.45| 13.20000 32168.40
PREFORMED LOOP DETECTORS | | |
0183 805-78925 3.000 EACH | 1158.00000 3474.00| 1200.00000 3600.00| 1225.00000 3675.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0184 805-81060 8.000 EACH | 5073.00000 40584.00| 5225.00000 41800.00| 5370.00000 42960.00
SIGNAL STRAIN POLE, STEEL, 11.0 m | | |
0185 808-04298 8.000 EACH | 285.00000 2280.00| 295.00000 2360.00| 300.00000 2400.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (R X R) | | |
0186 808-06701 1728.000 m | 1.08000 1866.24| 1.11000 1918.08| 1.14000 1969.92
LINE, THERMOPLASTIC, BROKEN, WHITE, | | |
100mm | | |
0187 808-06703 6751.000 m | 1.08000 7291.08| 1.11000 7493.61| 1.14000 7696.14
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0188 808-06705 155.000 m | 2.16000 334.80| 2.22000 344.10| 2.29000 354.95
LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | |
mm | | |
0189 808-06711 24.000 m | 2.43000 58.32| 2.50000 60.00| 2.57000 61.68
LINE, PAINT, BROKEN, WHITE, 100 mm | | |
0190 808-06713 89.000 m | 2.43000 216.27| 2.50000 222.50| 2.57000 228.73
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0191 808-06714 89.000 m | 2.43000 216.27| 2.50000 222.50| 2.57000 228.73
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0192 808-06716 1852.000 m | 1.21000 2240.92| 1.25000 2315.00| 1.28000 2370.56
LINE, REMOVE | | |
0193 808-75245 6363.000 m | 1.08000 6872.04| 1.11000 7062.93| 1.14000 7253.82
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0194 808-75260 18.000 m | 6.00000 108.00| 6.18000 111.24| 6.35000 114.30
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 300 mm | | |
0195 808-75278 95.000 m | 6.00000 570.00| 6.18000 587.10| 6.35000 603.25
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0196 808-75290 61.000 m | 12.00000 732.00| 12.36000 753.96| 12.70000 774.70
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | |
0197 808-75297 210.000 m | 12.00000 2520.00| 12.36000 2595.60| 12.70000 2667.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -12
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1698047 |( 3 ) 37-0797609
|CRIDER & CRIDER INC |GRADEX INC |FEUTZ CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0198 808-75320 27.000 EACH | 70.00000 1890.00| 72.10000 1946.70| 74.10000 2000.70
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0199 808-92027 1151.000 m | 2.16000 2486.16| 2.22000 2555.22| 2.29000 2635.79
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
0200 808-98796 47.000 m | 6.56000 308.32| 6.75000 317.25| 6.94000 326.18
LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | |
mm, 600 mm LINE, 1200 mm GAP | | |
0201 720-03194 1.000 EACH | 35000.00000 35000.00| 32000.00000 32000.00| 45000.00000 45000.00
MANHOLE , HYDRODYNAMIC SEPARATOR | | |
0202 805-01815 8.000 EACH | 3113.00000 24904.00| 3200.00000 25600.00| 3295.00000 26360.00
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0203 805-92504 20.000 EACH | 167.00000 3340.00| 175.00000 3500.00| 175.00000 3500.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0204 802-09569 13.200 m2 | 312.00000 4118.40| 320.00000 4224.00| 330.00000 4356.00
SIGN, SHEET, SHEETING TYPE IX, WITH | | |
LEGEND, 2.03 mm | | |
0205 802-09570 5.500 m2 | 308.00000 1694.00| 317.00000 1743.50| 326.00000 1793.00
SIGN, SHEET, SHEETING TYPE IX, WITH | | |
LEGEND, 2.54 mm | | |
SECTION TOTALS | $ 7,662,079.68| $ 7,798,988.73| $ 8,565,443.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 7,662,079.68| $ 7,798,988.73| $ 8,565,443.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -13
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 139540.20000 139540.20| 45000.00000 45000.00| 74597.11000 74597.11
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 150.00000 450.00| 120.00000 360.00| 778.65000 2335.95
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 125.00000 9000.00| 38.00000 2736.00| 224.95000 16196.40
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 108-01614 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| 17251.88000 17251.88
PARTNERING OVERHEAD | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 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| 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 | 450000.00000 450000.00| 480000.00000 480000.00| 439000.00000 439000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 152800.24000 152800.24| 190000.00000 190000.00| 193400.00000 193400.00
CLEARING RIGHT OF WAY | | |
0015 202-02240 240.000 m2 | 20.00000 4800.00| 12.00000 2880.00| 40.08000 9619.20
PAVEMENT REMOVAL | | |
0016 202-02241 24.000 m | 8.00000 192.00| 25.00000 600.00| 48.97000 1175.28
GUARDRAIL, REMOVE | | |
0017 202-02271 2.000 EACH | 1793.04000 3586.08| 300.00000 600.00| 439.23000 878.46
HEADWALL, REMOVE | | |
0018 202-05571 5.000 EACH | 598.50000 2992.50| 375.00000 1875.00| 550.00000 2750.00
TESTING FOR WASTES , TYPE Y | | |
0019 202-07553 574.000 m3 | 12.51000 7180.74| 49.00000 28126.00| 11.50000 6601.00
REGULATED MATERIALS, REMOVE, TYPE Y | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -14
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-07554 574.000 m3 | 24.48000 14051.52| 49.00000 28126.00| 22.50000 12915.00
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
0021 202-07555 574.000 m3 | 65.29000 37476.46| 55.00000 31570.00| 60.00000 34440.00
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
0022 202-51330 LUMP | 150000.00000 150000.00| 35000.00000 35000.00| 39854.63000 39854.63
PRESENT STRUCTURE, REMOVE | | |
0023 202-74045 35.000 EACH | 70.00000 2450.00| 65.00000 2275.00| 63.50000 2222.50
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0024 202-96133 223.500 m | 35.00000 7822.50| 91.00000 20338.50| 103.04000 23029.44
PIPE, REMOVE | | |
0025 202-96430 LUMP | 30000.00000 30000.00| 15000.00000 15000.00| 10500.00000 10500.00
FENCE AND POSTS, REMOVE | | |
0026 203-02000 58873.000 m3 | 14.00000 824222.00| 16.00000 941968.00| 13.49000 794196.77
EXCAVATION, COMMON | | |
0027 203-02070 18437.000 m3 | 0.01000 184.37| 15.80000 291304.60| 13.02000 240049.74
BORROW | | |
0028 205-03371 100.000 m3 | 15.78000 1578.00| 48.00000 4800.00| 32.63000 3263.00
SEDIMENT REMOVE | | |
0029 205-06930 3.000 Mg | 137.28000 411.84| 130.00000 390.00| 270.17000 810.51
SPLASHPAD, RIPRAP | | |
0030 205-06931 527.000 Mg | 66.69000 35145.63| 62.00000 32674.00| 74.13000 39066.51
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0031 205-06933 2.000 EACH | 125.00000 250.00| 135.00000 270.00| 183.68000 367.36
TEMPORARY DITCH INLET PROTECTION | | |
0032 205-06934 56.000 Mg | 355.00000 19880.00| 420.00000 23520.00| 955.02000 53481.12
TEMPORARY MULCHING | | |
0033 205-06936 716.000 Mg | 28.63000 20499.08| 45.00000 32220.00| 88.74000 63537.84
TEMPORARY SEDIMENT TRAP | | |
0034 205-06937 1475.000 m | 7.21000 10634.75| 9.00000 13275.00| 13.19000 19455.25
TEMPORARY SILT FENCE | | |
0035 205-06938 13.000 m | 47.62000 619.06| 320.00000 4160.00| 294.15000 3823.95
TEMPORARY SLOPE DRAIN | | |
0036 205-09543 100.000 Mg | 70.00000 7000.00| 35.00000 3500.00| 66.52000 6652.00
NO 2 STONE , NO. 2 | | |
0037 207-08262 60213.000 m2 | 2.21000 133070.73| 6.40000 385363.20| 9.51000 572625.63
SUBGRADE TREATMENT, TYPE I | | |
0038 207-08263 11382.000 m2 | 5.28000 60096.96| 7.50000 85365.00| 9.51000 108242.82
SUBGRADE TREATMENT, TYPE IA | | |
0039 207-08267 4203.000 m2 | 7.69000 32321.07| 20.00000 84060.00| 9.03000 37953.09
SUBGRADE TREATMENT, TYPE IIIA | | |
0040 211-06467 42.000 m3 | 7.00000 294.00| 85.00000 3570.00| 79.16000 3324.72
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -15
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 211-09264 5975.000 m3 | 18.00000 107550.00| 19.00000 113525.00| 19.66000 117468.50
STRUCTURE BACKFILL, TYPE 1 | | |
0042 301-07448 7840.000 Mg | 20.00000 156800.00| 20.00000 156800.00| 23.00000 180320.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0043 302-07455 64.000 m3 | 56.00000 3584.00| 110.00000 7040.00| 89.42000 5722.88
DENSE GRADED SUBBASE | | |
0044 303-08210 500.000 Mg | 24.00000 12000.00| 37.00000 18500.00| 67.55000 33775.00
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
0045 306-08038 336.000 m2 | 8.00000 2688.00| 23.00000 7728.00| 12.61000 4236.96
MILLING, ASPHALT, 100 mm | | |
0046 401-06264 LUMP | 2000.00000 2000.00| 2300.00000 2300.00| 3200.00000 3200.00
PROFILOGRAPH, HMA | | |
0047 401-07327 476.000 Mg | 119.40000 56834.40| 126.00000 59976.00| 75.60000 35985.60
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0048 401-07328 5651.000 Mg | 87.46000 494236.46| 88.00000 497288.00| 75.90000 428910.90
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0049 401-07397 662.000 Mg | 96.93000 64167.66| 105.00000 69510.00| 64.10000 42434.20
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0050 401-07398 8103.000 Mg | 66.08000 535446.24| 73.00000 591519.00| 60.40000 489421.20
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0051 401-07408 6627.000 Mg | 58.01000 384432.27| 64.00000 424128.00| 58.80000 389667.60
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0052 401-07423 2425.000 Mg | 68.01000 164924.25| 71.00000 172175.00| 59.50000 144287.50
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0053 401-07424 17085.000 Mg | 59.13000 1010236.05| 61.00000 1042185.00| 58.40000 997764.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0054 401-07429 7497.000 Mg | 67.16000 503498.52| 69.00000 517293.00| 73.10000 548030.70
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0055 402-07432 40.000 Mg | 108.52000 4340.80| 120.00000 4800.00| 85.20000 3408.00
HMA SURFACE, TYPE A | | |
0056 402-07435 68.000 Mg | 92.99000 6323.32| 100.00000 6800.00| 77.60000 5276.80
HMA INTERMEDIATE, TYPE A | | |
0057 402-07440 230.000 Mg | 70.76000 16274.80| 75.00000 17250.00| 68.40000 15732.00
HMA BASE, TYPE A | | |
0058 406-05520 61.000 Mg | 501.60000 30597.60| 520.00000 31720.00| 555.00000 33855.00
ASPHALT FOR TACK COAT | | |
0059 502-06457 290.000 m2 | 57.00000 16530.00| 75.00000 21750.00| 46.95000 13615.50
PCCP, 225 mm | | |
0060 601-01522 4.000 EACH | 3500.00000 14000.00| 2300.00000 9200.00| 2150.00000 8600.00
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -16
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 601-05999 2.000 EACH | 50.00000 100.00| 65.00000 130.00| 60.00000 120.00
CURVED TERMINAL END | | |
0062 601-94689 2.000 EACH | 2800.00000 5600.00| 2850.00000 5700.00| 2675.00000 5350.00
GUARDRAIL END TREATMENT, OS | | |
0063 601-99105 80.000 m | 65.00000 5200.00| 65.00000 5200.00| 59.00000 4720.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0064 602-06729 6.000 EACH | 20.00000 120.00| 15.00000 90.00| 10.87000 65.22
BARRIER DELINEATOR | | |
0065 604-91531 7.000 m2 | 70.00000 490.00| 55.00000 385.00| 29.00000 203.00
SIDEWALK, CONCRETE, 100 mm | | |
0066 605-06090 18.000 m | 44.20000 795.60| 120.00000 2160.00| 29.00000 522.00
CURB, INTEGRAL, CONCRETE | | |
0067 605-06140 2239.000 m | 46.04000 103083.56| 62.00000 138818.00| 58.37000 130690.43
CURB AND GUTTER, CONCRETE | | |
0068 605-06245 102.000 m2 | 78.93000 8050.86| 120.00000 12240.00| 63.00000 6426.00
CENTER CURB, B, CONCRETE | | |
0069 605-96305 26.000 m | 52.62000 1368.12| 57.00000 1482.00| 39.50000 1027.00
CURB AND GUTTER, CONCRETE, DEPRESSED | | |
0070 607-06175 23.000 m | 126.28000 2904.44| 280.00000 6440.00| 115.00000 2645.00
GUTTER, CONCRETE | | |
0071 609-06259 435.600 m2 | 84.51000 36812.56| 120.00000 52272.00| 101.06000 44021.74
REINFORCED CONCRETE BRIDGE APPROACH, | | |
300 mm | | |
0072 610-07486 1363.000 Mg | 98.04000 133628.52| 120.00000 163560.00| 136.62000 186213.06
HMA FOR APPROACHES, TYPE A | | |
0073 610-08446 1151.000 m2 | 45.00000 51795.00| 38.00000 43738.00| 51.69000 59495.19
PCCP FOR APPROACHES, 150 mm | | |
0074 611-06497 11.000 EACH | 140.00000 1540.00| 185.00000 2035.00| 375.99000 4135.89
MAILBOX ASSEMBLY, SINGLE | | |
0075 611-06498 2.000 EACH | 170.00000 340.00| 250.00000 500.00| 456.81000 913.62
MAILBOX ASSEMBLY, DOUBLE | | |
0076 615-06505 15.000 EACH | 500.00000 7500.00| 680.00000 10200.00| 665.00000 9975.00
MONUMENT, B | | |
0077 615-06510 1.000 EACH | 400.00000 400.00| 570.00000 570.00| 550.00000 550.00
MONUMENT, C | | |
0078 615-07832 1.000 EACH | 900.00000 900.00| 920.00000 920.00| 900.00000 900.00
BENCH MARK POST | | |
0079 616-02320 1503.000 m2 | 1.46000 2194.38| 3.00000 4509.00| 2.61000 3922.83
GEOTEXTILES | | |
0080 616-06405 1038.000 Mg | 24.72000 25659.36| 28.00000 29064.00| 24.23000 25150.74
RIPRAP, REVETMENT | | |
0081 621-01004 6.000 EACH | 975.00000 5850.00| 1120.00000 6720.00| 975.00000 5850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -17
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 621-02770 2209.000 m2 | 1.35000 2982.15| 1.50000 3313.50| 2.45000 5412.05
EROSION CONTROL BLANKET | | |
0083 621-06545 7.000 Mg | 1477.00000 10339.00| 1500.00000 10500.00| 1477.00000 10339.00
FERTILIZER | | |
0084 621-06553 1344.000 kg | 5.07000 6814.08| 5.20000 6988.80| 16.45000 22108.80
SEED MIXTURE, R | | |
0085 621-06557 1667.000 kg | 4.08000 6801.36| 4.35000 7251.45| 16.40000 27338.80
SEED MIXTURE, T | | |
0086 621-06565 32.000 Mg | 318.00000 10176.00| 350.00000 11200.00| 318.00000 10176.00
MULCHING MATERIAL | | |
0087 621-06567 220.000 kL | 1.00000 220.00| 2.00000 440.00| 1.00000 220.00
WATER | | |
0088 621-06574 15.000 m2 | 3.16000 47.40| 3.20000 48.00| 5.70000 85.50
SODDING | | |
0089 621-06575 12208.000 m2 | 3.16000 38577.28| 3.20000 39065.60| 5.70000 69585.60
SODDING, NURSERY | | |
0090 628-09402 21.000 MOS | 1689.52000 35479.92| 1600.00000 33600.00| 3036.33000 63762.93
FIELD OFFICE, B | | |
0091 628-09407 21.000 MOS | 200.00000 4200.00| 280.00000 5880.00| 247.19000 5190.99
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL 1 EACH | | |
0092 701-51195 588.000 m | 122.70000 72147.60| 150.00000 88200.00| 107.86000 63421.68
PILE, STEEL H, HP 310mm X 79 | | |
0093 703-51032 38214.000 kg | 1.58000 60378.12| 2.20000 84070.80| 2.23000 85217.22
REINFORCING STEEL, EPOXY COATED | | |
0094 704-51002 239.100 m3 | 1400.00000 334740.00| 750.00000 179325.00| 901.75000 215608.43
CONCRETE, C, SUPERSTRUCTURE | | |
0095 706-05732 4.000 EACH | 2000.00000 8000.00| 1400.00000 5600.00| 2035.32000 8141.28
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0096 706-51020 11.600 m3 | 500.00000 5800.00| 460.00000 5336.00| 932.61000 10818.28
CONCRETE, C, RAILING | | |
0097 707-05984 263.000 m | 750.00000 197250.00| 620.00000 163060.00| 697.71000 183497.73
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 1143 mm X 406 mm | | |
0098 709-51821 LUMP | 14349.24000 14349.24| 2800.00000 2800.00| 3062.48000 3062.48
SURFACE SEAL | | |
0099 715-05019 68.000 m | 233.12000 15852.16| 155.00000 10540.00| 204.65000 13916.20
PIPE, TYPE 1, CIRCULAR, 900 mm | | |
0100 715-05048 5787.000 m | 12.00000 69444.00| 11.00000 63657.00| 11.82000 68402.34
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0101 715-05053 366.000 m | 54.81000 20060.46| 55.00000 20130.00| 72.16000 26410.56
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -18
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 715-05119 54.000 m | 99.49000 5372.46| 106.00000 5724.00| 101.95000 5505.30
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0103 715-05121 70.000 m | 137.41000 9618.70| 104.00000 7280.00| 102.58000 7180.60
PIPE, TYPE 1, CIRCULAR, 450 mm | | |
0104 715-05123 43.000 m | 150.15000 6456.45| 127.00000 5461.00| 137.07000 5894.01
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0105 715-05127 53.000 m | 296.12000 15694.36| 196.00000 10388.00| 278.26000 14747.78
PIPE, TYPE 1, CIRCULAR, 1050 mm | | |
0106 715-05149 650.000 m | 83.03000 53969.50| 118.00000 76700.00| 97.90000 63635.00
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0107 715-05151 245.000 m | 87.64000 21471.80| 102.00000 24990.00| 93.48000 22902.60
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0108 715-05152 218.000 m | 107.92000 23526.56| 105.00000 22890.00| 99.32000 21651.76
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0109 715-05156 561.000 m | 220.00000 123420.00| 194.00000 108834.00| 410.71000 230408.31
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0110 715-05168 8.000 m | 172.25000 1378.00| 92.00000 736.00| 125.02000 1000.16
PIPE, TYPE 3, CIRCULAR, 300 mm | | |
0111 715-05169 39.000 m | 103.76000 4046.64| 102.00000 3978.00| 149.61000 5834.79
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0112 715-05171 42.000 m | 122.80000 5157.60| 103.00000 4326.00| 141.51000 5943.42
PIPE, TYPE 3, CIRCULAR, 450 mm | | |
0113 715-05175 27.000 m | 213.35000 5760.45| 146.00000 3942.00| 406.37000 10971.99
PIPE, TYPE 3, CIRCULAR, 750 mm | | |
0114 715-05178 23.000 m | 341.65000 7857.95| 199.00000 4577.00| 299.64000 6891.72
PIPE, TYPE 3, CIRCULAR, 1050 mm | | |
0115 715-05193 58.000 m | 690.00000 40020.00| 470.00000 27260.00| 738.25000 42818.50
PIPE, TYPE 3, CIRCULAR, 1800 mm | | |
0116 715-05229 16.000 m | 315.81000 5052.96| 198.00000 3168.00| 261.20000 4179.20
PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | |
m2 | | |
0117 715-05245 35.000 m | 402.53000 14088.55| 480.00000 16800.00| 733.10000 25658.50
PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | |
m2 | | |
0118 715-05407 62.000 m | 50.44000 3127.28| 32.00000 1984.00| 27.68000 1716.16
PIPE, END BENT DRAIN, 150 mm | | |
0119 715-05841 2.000 EACH | 1786.85000 3573.70| 870.00000 1740.00| 2734.70000 5469.40
CONCRETE ANCHOR, 1500 mm | | |
0120 715-05842 4.000 EACH | 822.39000 3289.56| 870.00000 3480.00| 2734.70000 10938.80
CONCRETE ANCHOR, 1050 mm | | |
0121 715-06357 1.000 EACH | 2156.98000 2156.98| 880.00000 880.00| 2734.70000 2734.70
CONCRETE ANCHOR, 1800 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -19
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 715-07135 2.000 EACH | 843.05000 1686.10| 440.00000 880.00| 2734.70000 5469.40
CONCRETE ANCHOR, 750 mm | | |
0123 715-07652 2.000 EACH | 1148.30000 2296.60| 1100.00000 2200.00| 1120.32000 2240.64
PIPE END SECTION, MIN. AREA 1.20 m2 | | |
0124 715-09064 1660.000 m | 4.10000 6806.00| 4.20000 6972.00| 4.10000 6806.00
VIDEO INSPECTION FOR PIPE | | |
0125 715-46000 4.000 EACH | 376.20000 1504.80| 620.00000 2480.00| 274.54000 1098.16
PIPE END SECTION, 300 mm | | |
0126 715-46005 13.000 EACH | 393.19000 5111.47| 635.00000 8255.00| 299.49000 3893.37
PIPE END SECTION, 375 mm | | |
0127 715-46010 6.000 EACH | 490.24000 2941.44| 680.00000 4080.00| 358.96000 2153.76
PIPE END SECTION, 450 mm | | |
0128 715-46020 6.000 EACH | 618.29000 3709.74| 740.00000 4440.00| 358.96000 2153.76
PIPE END SECTION, 600 mm | | |
0129 715-46030 2.000 EACH | 618.29000 1236.58| 860.00000 1720.00| 756.35000 1512.70
PIPE END SECTION, 750 mm | | |
0130 715-46040 4.000 EACH | 991.97000 3967.88| 1250.00000 5000.00| 1120.32000 4481.28
PIPE END SECTION, 900 mm | | |
0131 715-46055 2.000 EACH | 958.53000 1917.06| 1150.00000 2300.00| 728.89000 1457.78
PIPE END SECTION, MIN. AREA .17 m2 | | |
0132 716-07630 19.000 m | 1065.01000 20235.19| 1350.00000 25650.00| 7007.60000 133144.40
PIPE INSTALLATION, TRENCHLESS, 300 mm | | |
0133 716-07727 80.000 m | 3900.00000 312000.00| 3950.00000 316000.00| 5514.05000 441124.00
PIPE INSTALLATION, TRENCHLESS, 1500 mm | | |
0134 718-06531 23.000 EACH | 674.70000 15518.10| 680.00000 15640.00| 598.89000 13774.47
OUTLET PROTECTOR, 3 | | |
0135 718-06532 1000.000 m | 2.75000 2750.00| 4.00000 4000.00| 3.28000 3280.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0136 718-52610 1297.000 m3 | 36.33000 47120.01| 38.00000 49286.00| 55.88000 72476.36
AGGREGATE FOR UNDERDRAINS | | |
0137 718-99153 12309.000 m2 | 1.36000 16740.24| 1.50000 18463.50| 2.24000 27572.16
GEOTEXTILES FOR UNDERDRAIN | | |
0139 720-45005 2.000 EACH | 2429.13000 4858.26| 1300.00000 2600.00| 1479.93000 2959.86
INLET, A2 | | |
0140 720-45030 1.000 EACH | 2105.52000 2105.52| 1100.00000 1100.00| 1282.12000 1282.12
INLET, E7 | | |
0141 720-45410 5.000 EACH | 2745.75000 13728.75| 1800.00000 9000.00| 2317.06000 11585.30
MANHOLE, C4 | | |
0142 720-45415 8.000 EACH | 3414.25000 27314.00| 3200.00000 25600.00| 4158.36000 33266.88
MANHOLE, D4 | | |
0143 720-93409 15.000 EACH | 2044.91000 30673.65| 1900.00000 28500.00| 2273.40000 34101.00
INLET, B15, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -20
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0144 720-93411 11.000 EACH | 2462.27000 27084.97| 1900.00000 20900.00| 2310.28000 25413.08
INLET, C15, MODIFIED | | |
0145 720-98174 2.000 EACH | 2371.01000 4742.02| 1900.00000 3800.00| 2234.28000 4468.56
INLET, B15 | | |
0146 720-98555 11.000 EACH | 2553.63000 28089.93| 1900.00000 20900.00| 2292.40000 25216.40
INLET, C15 | | |
0147 721-43030 1.000 EACH | 6000.00000 6000.00| 1750.00000 1750.00| 1377.10000 1377.10
AUTOMATIC DRAINAGE GATE, 750 mm | | |
0148 721-43065 1.000 EACH | 15000.00000 15000.00| 5200.00000 5200.00| 5847.33000 5847.33
AUTOMATIC DRAINAGE GATE, 1800 mm | | |
0149 723-08608 16.000 m2 | 866.38000 13862.08| 780.00000 12480.00| 1747.96000 27967.36
WINGWALL | | |
0150 801-03290 4.000 EACH | 400.00000 1600.00| 68.00000 272.00| 400.00000 1600.00
CONSTRUCTION SIGN, C | | |
0151 801-04308 15.000 EACH | 365.00000 5475.00| 130.00000 1950.00| 366.00000 5490.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0152 801-06625 6.000 EACH | 116.00000 696.00| 68.00000 408.00| 116.00000 696.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0153 801-06640 24.000 EACH | 245.00000 5880.00| 48.00000 1152.00| 245.00000 5880.00
CONSTRUCTION SIGN, A | | |
0154 801-06775 LUMP | 358000.00000 358000.00| 287922.90000 287922.90| 114254.73000 114254.73
MAINTAINING TRAFFIC | | |
0155 801-07118 43.200 m | 33.94000 1466.21| 42.00000 1814.40| 33.94000 1466.21
BARRICADE, III-A | | |
0156 801-07119 111.600 m | 39.47000 4404.85| 48.00000 5356.80| 39.47000 4404.85
BARRICADE, III-B | | |
0157 802-05701 134.000 m | 51.00000 6834.00| 53.00000 7102.00| 51.00000 6834.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0158 802-07125 0.500 m2 | 347.00000 173.50| 350.00000 175.00| 347.00000 173.50
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.03 mm | | |
0159 802-07127 2.000 m2 | 363.00000 726.00| 370.00000 740.00| 363.00000 726.00
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 2.54 mm | | |
0160 802-76025 12.000 m2 | 280.00000 3360.00| 285.00000 3420.00| 280.00000 3360.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0161 802-76035 2.600 m2 | 293.00000 761.80| 295.00000 767.00| 293.00000 761.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0162 805-01816 1.000 EACH | 2013.00000 2013.00| 2100.00000 2100.00| 2013.00000 2013.00
SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | |
mm X 2500 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -21
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0163 805-01842 22.000 EACH | 856.00000 18832.00| 860.00000 18920.00| 856.00000 18832.00
HANDHOLE, SIGNAL | | |
0164 805-01844 717.000 m | 51.00000 36567.00| 55.00000 39435.00| 51.00000 36567.00
CONDUIT, STEEL, GALVANIZED, 50 mm, | | |
UNDERGROUND | | |
0165 805-01879 3.000 EACH | 932.00000 2796.00| 950.00000 2850.00| 932.00000 2796.00
SIGNAL SERVICE, INSTALL | | |
0166 805-02073 1.000 EACH | 6193.00000 6193.00| 6300.00000 6300.00| 6193.00000 6193.00
SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | |
AND 6.1 m ARM | | |
0167 805-08129 133.000 m | 4.30000 571.90| 4.50000 598.50| 4.30000 571.90
SIGNAL CABLE ,4c/19GA | | |
0168 805-78100 3.000 EACH | 10738.00000 32214.00| 11000.00000 33000.00| 10738.00000 32214.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0169 805-78205 19.000 EACH | 605.00000 11495.00| 620.00000 11780.00| 605.00000 11495.00
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER, GREEN | | |
0170 805-78215 13.000 EACH | 495.00000 6435.00| 510.00000 6630.00| 495.00000 6435.00
TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | |
AMBER ARROW, GREEN ARROW | | |
0171 805-78230 2.000 EACH | 903.00000 1806.00| 915.00000 1830.00| 903.00000 1806.00
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0172 805-78245 2.000 EACH | 2692.00000 5384.00| 2800.00000 5600.00| 2692.00000 5384.00
TRAFFIC SIGNAL HEAD, OPTICALLY | | |
PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | |
GREEN | | |
0173 805-78255 1.000 EACH | 2692.00000 2692.00| 2800.00000 2800.00| 2692.00000 2692.00
TRAFFIC SIGNAL HEAD, OPTICALLY | | |
PROGRAMMED, 3 FACE, 305 mm RED, AMBER | | |
ARROW, GREEN ARROW | | |
0174 805-78415 6.000 EACH | 3042.00000 18252.00| 3100.00000 18600.00| 3042.00000 18252.00
SPAN, CATENARY, AND TETHER | | |
0175 805-78420 8.000 EACH | 233.00000 1864.00| 240.00000 1920.00| 233.00000 1864.00
DISCONNECT HANGER | | |
0176 805-78467 40.000 m | 7.50000 300.00| 8.00000 320.00| 7.50000 300.00
SIGNAL CABLE, 3C 8GA. | | |
0177 805-78485 1222.000 m | 4.30000 5254.60| 5.00000 6110.00| 4.30000 5254.60
SIGNAL CABLE, 5C 14GA. | | |
0178 805-78490 651.000 m | 5.00000 3255.00| 5.20000 3385.20| 5.00000 3255.00
SIGNAL CABLE, 7C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -22
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 805-78510 2086.000 m | 3.00000 6258.00| 3.20000 6675.20| 3.00000 6258.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0180 805-78746 2437.000 m | 12.50000 30462.50| 13.00000 31681.00| 12.50000 30462.50
PREFORMED LOOP DETECTORS | | |
0183 805-78925 3.000 EACH | 1158.00000 3474.00| 1200.00000 3600.00| 1158.00000 3474.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0184 805-81060 8.000 EACH | 5073.00000 40584.00| 5100.00000 40800.00| 5073.00000 40584.00
SIGNAL STRAIN POLE, STEEL, 11.0 m | | |
0185 808-04298 8.000 EACH | 285.00000 2280.00| 360.00000 2880.00| 285.00000 2280.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (R X R) | | |
0186 808-06701 1728.000 m | 1.08000 1866.24| 3.40000 5875.20| 1.08000 1866.24
LINE, THERMOPLASTIC, BROKEN, WHITE, | | |
100mm | | |
0187 808-06703 6751.000 m | 1.08000 7291.08| 3.40000 22953.40| 1.08000 7291.08
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0188 808-06705 155.000 m | 2.16000 334.80| 3.40000 527.00| 2.16000 334.80
LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | |
mm | | |
0189 808-06711 24.000 m | 2.43000 58.32| 2.65000 63.60| 2.43000 58.32
LINE, PAINT, BROKEN, WHITE, 100 mm | | |
0190 808-06713 89.000 m | 2.43000 216.27| 2.65000 235.85| 2.43000 216.27
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0191 808-06714 89.000 m | 2.43000 216.27| 2.65000 235.85| 2.43000 216.27
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0192 808-06716 1852.000 m | 1.21000 2240.92| 1.75000 3241.00| 1.21000 2240.92
LINE, REMOVE | | |
0193 808-75245 6363.000 m | 1.08000 6872.04| 3.40000 21634.20| 1.08000 6872.04
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0194 808-75260 18.000 m | 6.00000 108.00| 13.00000 234.00| 6.00000 108.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 300 mm | | |
0195 808-75278 95.000 m | 6.00000 570.00| 13.00000 1235.00| 6.00000 570.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0196 808-75290 61.000 m | 12.00000 732.00| 13.00000 793.00| 12.00000 732.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | |
0197 808-75297 210.000 m | 12.00000 2520.00| 10.00000 2100.00| 12.00000 2520.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 350 -23
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -30926-A COUNTIES : VIGO
LETTING DATE : 02/11/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( 5 ) 35-1111003 |( 6 ) 05-0558668
|WALSH CONSTR COMPANY |WHITE CONSTRUCTION INC |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0198 808-75320 27.000 EACH | 70.00000 1890.00| 265.00000 7155.00| 70.00000 1890.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0199 808-92027 1151.000 m | 2.16000 2486.16| 3.45000 3970.95| 2.16000 2486.16
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
0200 808-98796 47.000 m | 6.56000 308.32| 3.45000 162.15| 6.56000 308.32
LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | |
mm, 600 mm LINE, 1200 mm GAP | | |
0201 720-03194 1.000 EACH | 42697.45000 42697.45| 37908.25000 37908.25| 32397.06000 32397.06
MANHOLE , HYDRODYNAMIC SEPARATOR | | |
0202 805-01815 8.000 EACH | 3113.00000 24904.00| 3300.00000 26400.00| 3113.00000 24904.00
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0203 805-92504 20.000 EACH | 167.00000 3340.00| 172.00000 3440.00| 167.00000 3340.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0204 802-09569 13.200 m2 | 312.00000 4118.40| 318.00000 4197.60| 312.00000 4118.40
SIGN, SHEET, SHEETING TYPE IX, WITH | | |
LEGEND, 2.03 mm | | |
0205 802-09570 5.500 m2 | 308.00000 1694.00| 312.00000 1716.00| 308.00000 1694.00
SIGN, SHEET, SHEETING TYPE IX, WITH | | |
LEGEND, 2.54 mm | | |
SECTION TOTALS | $ 8,764,877.79| $ 9,442,468.00| $ 9,591,949.99
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 8,764,877.79| $ 9,442,468.00| $ 9,591,949.99
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 354 -1
VENDOR RANKING
CALL ORDER : 354 CONTRACT ID : R -31616-A COUNTIES : ELKHART
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 06/26/09
LOCATION : ALONG SR 120 AT 3775 JACKSON BOULEVARDE PROJECT(S) : 0800791
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 90-0177865 HIS CONSTRUCTORS LLC $ 148,610.00 100.0000%
2 35-1067077 RITSCHARD BROTHERS $ 171,149.75 115.1670%
3 35-1185040 NIBLOCK EXCAVATING INC $ 240,827.00 162.0530%
4 35-1636776 LINKEL COMPANY $ 339,905.00 228.7228%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 354 -2
TABULATION OF BIDS
CALL ORDER : 354 CONTRACT ID : R -31616-A COUNTIES : ELKHART
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1067077 |( 3 ) 35-1185040
|HIS CONSTRUCTORS LLC |RITSCHARD BROTHERS |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRONMENTAL MITIGATION
| | |
0001 105-08520 1.000 EACH | 150.00000 150.00| 100.00000 100.00| 100.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 3.000 MOS | 105.00000 315.00| 100.00000 300.00| 85.00000 255.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 12000.00000 12000.00| 1500.00000 1500.00| 11250.00000 11250.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 3000.00000 3000.00| 10645.00000 10645.00| 28000.00000 28000.00
CLEARING RIGHT OF WAY | | |
0014 202-07603 20.000 EACH | 295.00000 5900.00| 111.20000 2224.00| 560.00000 11200.00
TESTING FOR WASTE, C | | |
0018 202-09106 5.000 EACH | 500.00000 2500.00| 333.60000 1668.00| 360.00000 1800.00
TESTING FOR CONTAMINATED MATERIALS, | | |
MTBE AND BTEX(WATER), 24 HOUR RETURN | | |
0019 202-92222 15.000 EACH | 300.00000 4500.00| 278.07000 4171.05| 460.00000 6900.00
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0020 211-02050 1750.000 CYS | 16.95000 29662.50| 22.36000 39130.00| 14.80000 25900.00
B BORROW | | |
0021 621-06560 1000.000 SYS | 1.30000 1300.00| 0.70000 700.00| 1.18000 1180.00
MULCHED SEEDING, U | | |
0022 621-06570 60.000 CYS | 37.00000 2220.00| 34.52000 2071.20| 200.00000 12000.00
TOP SOIL | | |
0023 801-06640 4.000 EACH | 80.00000 320.00| 81.25000 325.00| 73.00000 292.00
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 1100.00000 1100.00| 500.00000 500.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0025 621-01004 1.000 EACH | 525.00000 525.00| 278.00000 278.00| 475.00000 475.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 354 -3
TABULATION OF BIDS
CALL ORDER : 354 CONTRACT ID : R -31616-A COUNTIES : ELKHART
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1067077 |( 3 ) 35-1185040
|HIS CONSTRUCTORS LLC |RITSCHARD BROTHERS |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0026 203-02000 250.000 CYS | 4.75000 1187.50| 9.05000 2262.50| 65.00000 16250.00
EXCAVATION, COMMON | | |
0027 202-05544 2000.000 GAL | 0.40000 800.00| 1.39000 2780.00| 1.00000 2000.00
REGULATED MATERIALS, DISPOSE, C | | |
0028 202-05549 2000.000 GAL | 1.00000 2000.00| 1.39000 2780.00| 5.78000 11560.00
REGULATED MATERIALS, REMOVE, C | | |
0029 202-05554 2000.000 GAL | 1.00000 2000.00| 1.39000 2780.00| 5.78000 11560.00
REGULATED MATERIALS, TRANSPORT, C | | |
0030 202-05545 1500.000 CYS | 41.75000 62625.00| 49.38000 74070.00| 45.00000 67500.00
REGULATED MATERIALS, DISPOSE, C | | |
0031 202-05550 1500.000 CYS | 3.75000 5625.00| 8.17000 12255.00| 8.40000 12600.00
REGULATED MATERIALS, REMOVE, C | | |
0032 202-05555 1500.000 CYS | 7.25000 10875.00| 7.07000 10605.00| 10.00000 15000.00
REGULATED MATERIALS, TRANSPORT, C | | |
SECTION TOTALS | $ 148,610.00| $ 171,149.75| $ 240,827.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 148,610.00| $ 171,149.75| $ 240,827.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 354 -4
TABULATION OF BIDS
CALL ORDER : 354 CONTRACT ID : R -31616-A COUNTIES : ELKHART
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1636776 |( ) |( )
|LINKEL COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRONMENTAL MITIGATION
| | |
0001 105-08520 1.000 EACH | 500.00000 500.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 3.000 MOS | 200.00000 600.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 75000.00000 75000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 75000.00000 75000.00| |
CLEARING RIGHT OF WAY | | |
0014 202-07603 20.000 EACH | 100.00000 2000.00| |
TESTING FOR WASTE, C | | |
0018 202-09106 5.000 EACH | 500.00000 2500.00| |
TESTING FOR CONTAMINATED MATERIALS, | | |
MTBE AND BTEX(WATER), 24 HOUR RETURN | | |
0019 202-92222 15.000 EACH | 500.00000 7500.00| |
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0020 211-02050 1750.000 CYS | 25.00000 43750.00| |
B BORROW | | |
0021 621-06560 1000.000 SYS | 3.00000 3000.00| |
MULCHED SEEDING, U | | |
0022 621-06570 60.000 CYS | 100.00000 6000.00| |
TOP SOIL | | |
0023 801-06640 4.000 EACH | 200.00000 800.00| |
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 25000.00000 25000.00| |
MAINTAINING TRAFFIC | | |
0025 621-01004 1.000 EACH | 500.00000 500.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 354 -5
TABULATION OF BIDS
CALL ORDER : 354 CONTRACT ID : R -31616-A COUNTIES : ELKHART
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1636776 |( ) |( )
|LINKEL COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0026 203-02000 250.000 CYS | 25.00000 6250.00| |
EXCAVATION, COMMON | | |
0027 202-05544 2000.000 GAL | 3.00000 6000.00| |
REGULATED MATERIALS, DISPOSE, C | | |
0028 202-05549 2000.000 GAL | 3.00000 6000.00| |
REGULATED MATERIALS, REMOVE, C | | |
0029 202-05554 2000.000 GAL | 3.00000 6000.00| |
REGULATED MATERIALS, TRANSPORT, C | | |
0030 202-05545 1500.000 CYS | 25.00000 37500.00| |
REGULATED MATERIALS, DISPOSE, C | | |
0031 202-05550 1500.000 CYS | 12.00000 18000.00| |
REGULATED MATERIALS, REMOVE, C | | |
0032 202-05555 1500.000 CYS | 12.00000 18000.00| |
REGULATED MATERIALS, TRANSPORT, C | | |
SECTION TOTALS | $ 339,905.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 339,905.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 360 -1
VENDOR RANKING
CALL ORDER : 360 CONTRACT ID : R -31631-A COUNTIES : MADISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS COMPLETION DATE : 06/12/09
LOCATION : ALONG SR 9 AT SOUTHWEST CORNER OF JUNCTION WITH PROJECT(S) : 0810025
HUNTSVILLE ROAD
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1874009 HAUER EXCAVATING $ 28,822.50 100.0000%
2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 35,849.80 124.3813%
3 35-1817574 YARDBERRY LANDSCAPE $ 39,909.00 138.4647%
4 35-2103617 BRYAN`S HAULING & EXCAVATING $ 43,212.02 149.9246%
5 35-1128289 BEATY CONSTRUCTION INC $ 45,752.00 158.7371%
6 35-1636776 LINKEL COMPANY $ 164,610.00 571.1163%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 360 -2
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : R -31631-A COUNTIES : MADISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-2070195 |( 3 ) 35-1817574
|HAUER EXCAVATING |ALPHA EXCAVATING & LANDSCAPI |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 600.00000 600.00| 1500.00000 1500.00| 1500.00000 1500.00
MOBILIZATION AND DEMOBILIZATION | | |
0006 202-01011 LUMP | 10.00000 10.00| 1.00000 1.00| 2500.00000 2500.00
ASBESTOS, REMOVE | | |
0007 202-02240 64.000 SYS | 9.50000 608.00| 8.50000 544.00| 15.00000 960.00
PAVEMENT REMOVAL | | |
0008 202-02255 18.000 EACH | 220.00000 3960.00| 100.00000 1800.00| 200.00000 3600.00
TREE, 18 IN., REMOVE | | |
0009 202-03000 LUMP | 16500.00000 16500.00| 19900.00000 19900.00| 13000.00000 13000.00
HOUSES AND BUILDINGS, REMOVE | | |
0010 202-05543 600.000 SFT | 3.95000 2370.00| 8.05000 4830.00| 20.00000 12000.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0011 205-06937 462.000 LFT | 1.00000 462.00| 2.50000 1155.00| 4.00000 1848.00
TEMPORARY SILT FENCE | | |
0012 621-06560 1210.000 SYS | 0.85000 1028.50| 1.95000 2359.50| 0.70000 847.00
MULCHED SEEDING, U | | |
0013 801-03290 4.000 EACH | 205.00000 820.00| 208.65000 834.60| 225.00000 900.00
CONSTRUCTION SIGN, C | | |
0014 801-06640 14.000 EACH | 175.00000 2450.00| 176.55000 2471.70| 125.00000 1750.00
CONSTRUCTION SIGN, A | | |
0015 105-06845 LUMP | 10.00000 10.00| 450.00000 450.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING | | |
SECTION TOTALS | $ 28,822.50| $ 35,849.80| $ 39,909.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 28,822.50| $ 35,849.80| $ 39,909.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 360 -3
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : R -31631-A COUNTIES : MADISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-2103617 |( 5 ) 35-1128289 |( 6 ) 35-1636776
|BRYAN`S HAULING & EXCAVATING |BEATY CONSTRUCTION INC |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 3000.00000 3000.00| 2250.00000 2250.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0006 202-01011 LUMP | 0.01000 0.01| 1.00000 1.00| 25000.00000 25000.00
ASBESTOS, REMOVE | | |
0007 202-02240 64.000 SYS | 2.00000 128.00| 15.00000 960.00| 50.00000 3200.00
PAVEMENT REMOVAL | | |
0008 202-02255 18.000 EACH | 100.00000 1800.00| 200.00000 3600.00| 1500.00000 27000.00
TREE, 18 IN., REMOVE | | |
0009 202-03000 LUMP | 29600.00000 29600.00| 24750.00000 24750.00| 50000.00000 50000.00
HOUSES AND BUILDINGS, REMOVE | | |
0010 202-05543 600.000 SFT | 5.50000 3300.00| 8.30000 4980.00| 28.00000 16800.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0011 205-06937 462.000 LFT | 1.00000 462.00| 3.00000 1386.00| 3.00000 1386.00
TEMPORARY SILT FENCE | | |
0012 621-06560 1210.000 SYS | 1.00000 1210.00| 2.00000 2420.00| 2.00000 2420.00
MULCHED SEEDING, U | | |
0013 801-03290 4.000 EACH | 234.00000 936.00| 300.00000 1200.00| 100.00000 400.00
CONSTRUCTION SIGN, C | | |
0014 801-06640 14.000 EACH | 198.00000 2772.00| 300.00000 4200.00| 100.00000 1400.00
CONSTRUCTION SIGN, A | | |
0015 105-06845 LUMP | 0.01000 0.01| 1.00000 1.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
SECTION TOTALS | $ 43,212.02| $ 45,752.00| $ 164,610.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 43,212.02| $ 45,752.00| $ 164,610.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 390 -1
VENDOR RANKING
CALL ORDER : 390 CONTRACT ID : RS-28795-A COUNTIES : DELAWARE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/14/09
LOCATION : ON SR 332 FROM I-69 TO 7.64 MILES EAST OF I-69 PROJECT(S) : 0600178
0710873
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 4,886,977.03 100.0000%
2 35-1139301 E & B PAVING INC $ 5,676,055.41 116.1466%
3 35-1145884 L I C A CONSTRUCTION $ 5,968,035.21 122.1212%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 390 -2
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-28795-A COUNTIES : DELAWARE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 500.00000 500.00| 5000.00000 5000.00| 18500.00000 18500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 79.97000 239.91| 100.00000 300.00| 450.00000 1350.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 35.99000 863.76| 80.00000 1920.00| 50.00000 1200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 3000.00000 3000.00| 280000.00000 280000.00| 307230.00000 307230.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 202-01874 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00
SHEET SIGN AND POST, REMOVE | | |
0014 202-02273 886.000 SYS | 10.00000 8860.00| 60.00000 53160.00| 17.96000 15912.56
CENTER CURB, CONCRETE, REMOVE | | |
0015 202-02278 8946.000 LFT | 1.00000 8946.00| 5.00000 44730.00| 8.32000 74430.72
CURB, CONCRETE, REMOVE | | |
0016 211-07454 5.000 CYS | 10.00000 50.00| 10.00000 50.00| 91.98000 459.90
STRUCTURE BACKFILL | | |
0017 303-04853 5975.000 TON | 1.00000 5975.00| 5.00000 29875.00| 19.70000 117707.50
COMPACTED AGGREGATE , FOR SHOULDER, 0, | | |
73 | | |
0018 304-07491 22.000 TON | 57.00000 1254.00| 290.00000 6380.00| 178.06000 3917.32
HMA PATCHING, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 390 -3
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-28795-A COUNTIES : DELAWARE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 306-08037 55994.000 SYS | 0.01000 559.94| 0.20000 11198.80| 1.30000 72792.20
MILLING, ASPHALT, 3 IN. | | |
0020 306-08039 6096.000 SYS | 0.01000 60.96| 0.20000 1219.20| 2.94000 17922.24
MILLING, ASPHALT REMOVAL | | |
0021 306-08042 66828.000 SYS | 0.01000 668.28| 0.50000 33414.00| 0.62000 41433.36
MILLING, SCARIFICATION/PROFILE | | |
0022 306-08043 8053.000 SYS | 0.01000 80.53| 0.20000 1610.60| 1.35000 10871.55
MILLING, TRANSITION | | |
0023 306-08432 9964.000 SYS | 0.01000 99.64| 0.20000 1992.80| 2.38000 23714.32
MILLING, APPROACH | | |
0024 401-06264 LUMP | 500.00000 500.00| 5000.00000 5000.00| 12600.00000 12600.00
PROFILOGRAPH, HMA | | |
0025 401-07320 4620.000 TON | 15.00000 69300.00| 40.00000 184800.00| 58.37000 269669.40
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0026 401-07328 23110.000 TON | 65.00000 1502150.00| 69.00000 1594590.00| 62.78000 1450845.80
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0027 401-07398 38516.000 TON | 55.00000 2118380.00| 53.00000 2041348.00| 50.02000 1926570.32
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0028 401-07406 8470.000 TON | 67.60000 572572.00| 69.00000 584430.00| 48.13000 407661.10
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0029 406-05520 188.000 TON | 1.00000 188.00| 50.00000 9400.00| 150.00000 28200.00
ASPHALT FOR TACK COAT | | |
0030 506-06333 801.000 SYS | 73.00000 58473.00| 100.00000 80100.00| 200.00000 160200.00
PCCP PATCHING, FULL DEPTH | | |
0031 605-06100 8946.000 LFT | 8.00000 71568.00| 11.00000 98406.00| 20.00000 178920.00
CURB, INTEGRAL, C, CONCRETE | | |
0032 605-06250 886.000 SYS | 50.00000 44300.00| 80.00000 70880.00| 140.00000 124040.00
CENTER CURB, C, CONCRETE | | |
0033 606-07484 80000.000 LFT | 0.20000 16000.00| 0.26000 20800.00| 0.13000 10400.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0034 610-07488 2193.000 TON | 15.00000 32895.00| 47.00000 103071.00| 70.29000 154145.97
HMA FOR APPROACHES, TYPE C | | |
0035 615-06520 9.000 EACH | 300.00000 2700.00| 600.00000 5400.00| 600.00000 5400.00
MONUMENT, RE-ESTABLISH | | |
0036 615-06525 9.000 EACH | 450.00000 4050.00| 600.00000 5400.00| 650.00000 5850.00
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0037 616-06451 41.000 TON | 50.00000 2050.00| 48.00000 1968.00| 59.06000 2421.46
RIPRAP, UNIFORM | | |
0038 628-09402 8.000 MOS | 1826.63000 14613.04| 1800.00000 14400.00| 1820.00000 14560.00
FIELD OFFICE, B | | |
0039 628-09407 8.000 MOS | 231.00000 1848.00| 250.00000 2000.00| 231.00000 1848.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 390 -4
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-28795-A COUNTIES : DELAWARE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 715-05053 30.000 LFT | 3.55000 106.50| 35.00000 1050.00| 78.26000 2347.80
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0041 718-06531 5.000 EACH | 995.00000 4975.00| 600.00000 3000.00| 480.00000 2400.00
OUTLET PROTECTOR, 3 | | |
0042 720-44000 50.000 EACH | 325.00000 16250.00| 400.00000 20000.00| 599.83000 29991.50
CASTING, ADJUST TO GRADE | | |
0043 720-44045 1.000 EACH | 800.00000 800.00| 1100.00000 1100.00| 1200.00000 1200.00
CASTING, 8, FURNISH AND ADJUST TO GRADE | | |
0044 801-03290 2.000 EACH | 150.00000 300.00| 145.00000 290.00| 319.00000 638.00
CONSTRUCTION SIGN, C | | |
0045 801-06203 8190.000 LFT | 0.01000 81.90| 0.75000 6142.50| 0.36000 2948.40
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0046 801-06207 8190.000 LFT | 0.01000 81.90| 2.00000 16380.00| 0.70000 5733.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0047 801-06640 30.000 EACH | 125.00000 3750.00| 125.00000 3750.00| 119.00000 3570.00
CONSTRUCTION SIGN, A | | |
0048 801-06775 LUMP | 500.00000 500.00| 15000.00000 15000.00| 115196.00000 115196.00
MAINTAINING TRAFFIC | | |
0049 802-07060 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 150.00000 300.00
SIGN, SHEET, RELOCATE | | |
0050 802-76025 106.000 SFT | 20.00000 2120.00| 20.00000 2120.00| 20.00000 2120.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0051 802-76055 192.000 LFT | 8.50000 1632.00| 8.50000 1632.00| 8.50000 1632.00
SIGN POST, A | | |
0052 805-01815 8.000 EACH | 1950.00000 15600.00| 1950.00000 15600.00| 1950.00000 15600.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0053 805-01819 556.000 LFT | 16.00000 8896.00| 16.00000 8896.00| 16.00000 8896.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
ABOVE GROUND | | |
0054 805-01842 15.000 EACH | 850.00000 12750.00| 850.00000 12750.00| 850.00000 12750.00
HANDHOLE, SIGNAL | | |
0055 805-01844 2089.000 LFT | 10.00000 20890.00| 10.00000 20890.00| 10.00000 20890.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0056 805-08464 1.000 EACH | 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00
RADIO, INTERCONNECT | | |
0057 805-08493 LUMP | 350.00000 350.00| 350.00000 350.00| 350.00000 350.00
RADIO SYSTEM TESTING INTERCONNECT | | |
0058 805-09089 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00
RADIO, YAGI ANTENNA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 390 -5
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-28795-A COUNTIES : DELAWARE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 805-78109 2.000 EACH | 9500.00000 19000.00| 9500.00000 19000.00| 9500.00000 19000.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0060 805-78205 10.000 EACH | 650.00000 6500.00| 650.00000 6500.00| 650.00000 6500.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0061 805-78230 2.000 EACH | 950.00000 1900.00| 950.00000 1900.00| 950.00000 1900.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0062 805-78415 6.000 EACH | 1850.00000 11100.00| 1850.00000 11100.00| 1850.00000 11100.00
SPAN, CATENARY, AND TETHER | | |
0063 805-78420 6.000 EACH | 275.00000 1650.00| 275.00000 1650.00| 275.00000 1650.00
DISCONNECT HANGER | | |
0064 805-78445 2.000 EACH | 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00
SIGNAL SERVICE | | |
0065 805-78467 121.000 LFT | 2.00000 242.00| 2.00000 242.00| 2.00000 242.00
SIGNAL CABLE, 3C 8GA. | | |
0066 805-78470 9596.000 LFT | 0.20000 1919.20| 0.20000 1919.20| 0.20000 1919.20
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0067 805-78485 352.000 LFT | 2.00000 704.00| 2.00000 704.00| 2.00000 704.00
SIGNAL CABLE, 5C 14GA. | | |
0068 805-78490 1302.000 LFT | 2.25000 2929.50| 2.25000 2929.50| 2.25000 2929.50
SIGNAL CABLE, 7C 14GA. | | |
0069 805-78510 6942.000 LFT | 1.40000 9718.80| 1.40000 9718.80| 1.40000 9718.80
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0070 805-78785 16.000 EACH | 675.00000 10800.00| 675.00000 10800.00| 675.00000 10800.00
SIGNAL DETECTOR HOUSING | | |
0071 805-78795 3123.000 LFT | 6.75000 21080.25| 3.00000 9369.00| 6.75000 21080.25
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0072 805-78925 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0073 805-81060 8.000 EACH | 5000.00000 40000.00| 5000.00000 40000.00| 5000.00000 40000.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0074 805-86900 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 300.00000 600.00
JUNCTION BOX | | |
0075 805-92504 4.000 EACH | 375.00000 1500.00| 375.00000 1500.00| 375.00000 1500.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0076 805-92951 13.000 EACH | 195.00000 2535.00| 195.00000 2535.00| 195.00000 2535.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0077 808-06701 20720.000 LFT | 0.28000 5801.60| 0.28000 5801.60| 0.27000 5594.40
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 390 -6
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-28795-A COUNTIES : DELAWARE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 808-06705 350.000 LFT | 0.70000 245.00| 0.98000 343.00| 1.45000 507.50
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0079 808-75051 2020.000 LFT | 2.70000 5454.00| 1.00000 2020.00| 1.59000 3211.80
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
4 IN. | | |
0080 808-75054 1600.000 LFT | 2.70000 4320.00| 1.00000 1600.00| 1.59000 2544.00
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0081 808-75059 302.000 LFT | 2.70000 815.40| 1.00000 302.00| 2.59000 782.18
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
4 IN. | | |
0082 808-75067 27.000 LFT | 17.00000 459.00| 11.85000 319.95| 12.60000 340.20
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
0083 808-75071 4.000 EACH | 150.00000 600.00| 195.00000 780.00| 172.00000 688.00
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC LANE INDICATION ARROW | | |
0084 808-75073 2.000 EACH | 175.00000 350.00| 281.00000 562.00| 223.00000 446.00
PAVEMENT MESSAGE MARKINGS PREFORMED | | |
PLASTIC, WORD ONLY | | |
0085 808-75205 100231.000 LFT | 0.28000 28064.68| 0.27000 27062.37| 0.27000 27062.37
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0086 808-75245 83137.000 LFT | 0.32000 26603.84| 0.27000 22446.99| 0.27000 22446.99
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0087 808-75297 1118.000 LFT | 5.50000 6149.00| 3.45000 3857.10| 4.40000 4919.20
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0088 808-75320 75.000 EACH | 45.00000 3375.00| 54.00000 4050.00| 84.00000 6300.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0089 808-75325 74.000 EACH | 60.00000 4440.00| 72.00000 5328.00| 114.00000 8436.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0090 808-75326 84.000 LFT | 8.00000 672.00| 5.95000 499.80| 6.30000 529.20
LINE, PREFORMED PLASTIC, SOLID, WHITE, | | |
12 IN. | | |
0091 808-75996 1008.000 EACH | 2.40000 2419.20| 0.50000 504.00| 5.00000 5040.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0092 808-75998 1008.000 EACH | 13.80000 13910.40| 22.00000 22176.00| 13.80000 13910.40
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 390 -7
TABULATION OF BIDS
CALL ORDER : 390 CONTRACT ID : RS-28795-A COUNTIES : DELAWARE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1145884
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 808-95638 7970.000 SFT | 0.65000 5180.50| 0.20000 1594.00| 0.55000 4383.50
CENTER CURB PAINTING | | |
0094 808-95933 8946.000 LFT | 0.55000 4920.30| 0.20000 1789.20| 0.55000 4920.30
CURB PAINTING, YELLOW | | |
0095 621-06570 900.000 CYS | 1.00000 900.00| 20.00000 18000.00| 20.00000 18000.00
TOP SOIL | | |
0096 621-06560 8000.000 SYS | 0.01000 80.00| 0.55000 4400.00| 0.55000 4400.00
MULCHED SEEDING, U | | |
0097 621-01004 1.000 EACH | 400.00000 400.00| 550.00000 550.00| 550.00000 550.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0098 801-06710 200.000 DAY | 0.01000 2.00| 10.00000 2000.00| 30.00000 6000.00
FLASHING ARROW SIGN | | |
SECTION TOTALS | $ 4,886,977.03| $ 5,676,055.41| $ 5,968,035.21
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,886,977.03| $ 5,676,055.41| $ 5,968,035.21
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : RS-30615-A COUNTIES : DECATUR
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/14/09
LOCATION : ON SR 3 FROM WEST JCT SR 46/3 TO MUDDY FORK CREEK PROJECT(S) : 0600425
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,985,250.65 100.0000%
2 35-0844079 PAUL H ROHE COMPANY $ 2,294,994.84 115.6023%
3 35-1917625 MILESTONE CONTRACTORS LP $ 2,878,845.10 145.0117%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 400 -2
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30615-A COUNTIES : DECATUR
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 35-1917625
|DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2500.00000 2500.00| 2100.00000 2100.00| 2000.00000 2000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 85.00000 170.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 100.00000 1800.00| 60.00000 1080.00| 100.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 95000.00000 95000.00| 25000.00000 25000.00| 139000.00000 139000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-90277 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00
DETECTOR HOUSING, REMOVE | | |
0013 303-01180 300.000 TON | 10.00000 3000.00| 35.00000 10500.00| 22.50000 6750.00
COMPACTED AGGREGATE, NO. 53 | | |
0014 303-07449 2015.000 TON | 15.00000 30225.00| 17.00000 34255.00| 23.00000 46345.00
COMPACTED AGGREGATE, NO. 73 | | |
0015 304-07491 1300.000 TON | 70.00000 91000.00| 65.00000 84500.00| 110.00000 143000.00
HMA PATCHING, TYPE C | | |
0016 306-08042 21727.000 SYS | 1.00000 21727.00| 0.77000 16729.79| 1.35000 29331.45
MILLING, SCARIFICATION/PROFILE | | |
0017 306-08043 4614.000 SYS | 1.00000 4614.00| 0.15000 692.10| 2.35000 10842.90
MILLING, TRANSITION | | |
0018 306-08432 11194.000 SYS | 0.50000 5597.00| 0.10000 1119.40| 1.65000 18470.10
MILLING, APPROACH | | |
0019 401-05467 43420.000 LFT | 0.10000 4342.00| 0.05000 2171.00| 0.12000 5210.40
MILLED HMA CORRUGATIONS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 400 -3
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30615-A COUNTIES : DECATUR
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 35-1917625
|DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 401-07338 5164.000 TON | 50.00000 258200.00| 52.25000 269819.00| 58.00000 299512.00
QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | |
0021 401-07347 17015.000 TON | 56.00000 952840.00| 59.00000 1003885.00| 63.00000 1071945.00
QC/QA-HMA, 3, 70, SURFACE, 12.5 mm | | |
0022 402-07452 100.000 TON | 100.00000 10000.00| 110.00000 11000.00| 105.00000 10500.00
HMA WEDGE AND LEVEL, TYPE C | | |
0023 406-05520 59.000 TON | 450.00000 26550.00| 370.00000 21830.00| 300.00000 17700.00
ASPHALT FOR TACK COAT | | |
0024 507-07479 2300.000 TON | 70.00000 161000.00| 140.00000 322000.00| 200.00000 460000.00
HMA PARTIAL DEPTH PATCH , HMA BASE TYPE | | |
C | | |
0025 507-07480 56078.000 SYS | 1.00000 56078.00| 4.45000 249547.10| 5.20000 291605.60
PCCP PROFILING | | |
0026 610-07488 1231.000 TON | 75.00000 92325.00| 70.00000 86170.00| 113.00000 139103.00
HMA FOR APPROACHES, TYPE C | | |
0027 612-04315 3.830 TON | 4000.00000 15320.00| 3700.00000 14171.00| 3750.00000 14362.50
ASPHALT MATERIAL FOR UNDERSEAL | | |
0028 612-60410 64.000 EACH | 85.00000 5440.00| 75.00000 4800.00| 76.00000 4864.00
DRILLED HOLE FOR UNDERSEAL | | |
0029 628-09402 9.000 MOS | 1200.00000 10800.00| 1400.00000 12600.00| 2700.00000 24300.00
FIELD OFFICE, B | | |
0030 801-03290 4.000 EACH | 250.00000 1000.00| 165.00000 660.00| 165.00000 660.00
CONSTRUCTION SIGN, C | | |
0031 801-06203 4400.000 LFT | 0.25000 1100.00| 0.20000 880.00| 0.65000 2860.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0032 801-06207 4400.000 LFT | 0.60000 2640.00| 1.50000 6600.00| 2.00000 8800.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0033 801-06640 41.000 EACH | 80.00000 3280.00| 117.00000 4797.00| 120.00000 4920.00
CONSTRUCTION SIGN, A | | |
0034 801-06710 140.000 DAY | 20.00000 2800.00| 24.50000 3430.00| 10.00000 1400.00
FLASHING ARROW SIGN | | |
0035 801-06775 LUMP | 50000.00000 50000.00| 40000.00000 40000.00| 57000.00000 57000.00
MAINTAINING TRAFFIC | | |
0036 801-09133 2.000 EACH | 6500.00000 13000.00| 3400.00000 6800.00| 3450.00000 6900.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0037 802-91122 1.000 EACH | 250.00000 250.00| 500.00000 500.00| 510.00000 510.00
SIGN, GROUND MOUNTED, RESET | | |
0038 805-02327 12.000 EACH | 200.00000 2400.00| 180.00000 2160.00| 185.00000 2220.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0039 805-78470 625.000 LFT | 0.35000 218.75| 0.30000 187.50| 0.30000 187.50
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 400 -4
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-30615-A COUNTIES : DECATUR
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 35-1917625
|DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 805-78510 65.000 LFT | 3.50000 227.50| 3.00000 195.00| 3.00000 195.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0041 805-78785 1.000 EACH | 1200.00000 1200.00| 1000.00000 1000.00| 1000.00000 1000.00
SIGNAL DETECTOR HOUSING | | |
0042 805-78795 200.000 LFT | 10.00000 2000.00| 8.00000 1600.00| 8.00000 1600.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0043 808-01428 235.000 LFT | 4.00000 940.00| 5.00000 1175.00| 5.75000 1351.25
TEMPORARY TRANSVERSE MARKINGS, WHITE, | | |
STOP LINE, 24 IN. | | |
0044 808-04298 4.000 EACH | 550.00000 2200.00| 285.00000 1140.00| 290.00000 1160.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
0045 808-06701 10520.000 LFT | 0.30000 3156.00| 0.30000 3156.00| 0.30000 3156.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0046 808-06703 53957.000 LFT | 0.30000 16187.10| 0.30000 16187.10| 0.30000 16187.10
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0047 808-06705 250.000 LFT | 1.75000 437.50| 1.24000 310.00| 1.25000 312.50
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0048 808-75240 42.000 LFT | 0.30000 12.60| 0.30000 12.60| 0.30000 12.60
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0049 808-75245 44254.000 LFT | 0.30000 13276.20| 0.30000 13276.20| 0.30000 13276.20
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0050 808-75260 150.000 LFT | 2.50000 375.00| 1.87000 280.50| 1.90000 285.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0051 808-75297 235.000 LFT | 5.00000 1175.00| 3.73000 876.55| 3.80000 893.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0052 808-75320 9.000 EACH | 100.00000 900.00| 69.00000 621.00| 70.00000 630.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0053 808-75325 4.000 EACH | 125.00000 500.00| 100.00000 400.00| 100.00000 400.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0054 808-75996 820.000 EACH | 5.50000 4510.00| 4.00000 3280.00| 5.00000 4100.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0055 808-75998 820.000 EACH | 15.00000 12300.00| 13.20000 10824.00| 14.00000 11480.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,985,250.65| $ 2,294,994.84| $ 2,878,845.10
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,985,250.65| $ 2,294,994.84| $ 2,878,845.10
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -1
VENDOR RANKING
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 10/10/09
LOCATION : ON SR 11 OVER MAYS CREEK, 1.56 MILES SOUTH OF SR 337 PROJECT(S) : 3431002
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 632,000.00 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 638,913.64 101.0939%
3 35-1385672 FORCE CONSTRUCTION CO INC $ 653,450.52 103.3941%
4 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 665,934.51 105.3694%
5 61-1023045 FAULKNER CONSTRUCTION LLC $ 747,000.00 118.1962%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -2
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1385672
|GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 10729.56000 10729.56| 9500.00000 9500.00| 5700.00000 5700.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 175.00000 350.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 14.000 MOS | 150.00000 2100.00| 75.00000 1050.00| 125.00000 1750.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 31000.00000 31000.00| 31945.68000 31945.68| 33220.00000 33220.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 6000.00000 6000.00| 6389.13000 6389.13| 5346.26000 5346.26
CLEARING RIGHT OF WAY | | |
0012 202-02241 220.000 LFT | 4.00000 880.00| 6.00000 1320.00| 6.00000 1320.00
GUARDRAIL, REMOVE | | |
0013 202-02286 1.000 EACH | 60000.00000 60000.00| 15000.00000 15000.00| 34645.00000 34645.00
PRESENT STRUCTURE, REMOVE | | |
0014 202-74025 2000.000 LFT | 2.00000 4000.00| 1.50000 3000.00| 1.50000 3000.00
FENCE, REMOVE | | |
0015 203-02000 1709.000 CYS | 15.00000 25635.00| 15.00000 25635.00| 17.17000 29343.53
EXCAVATION, COMMON | | |
0016 203-51223 589.000 CYS | 17.00000 10013.00| 15.00000 8835.00| 24.42000 14383.38
EXCAVATION, WATERWAY | | |
0017 205-03371 336.000 CYS | 7.00000 2352.00| 30.00000 10080.00| 27.34000 9186.24
SEDIMENT, REMOVE | | |
0018 205-06930 6.000 TON | 45.00000 270.00| 60.00000 360.00| 82.30000 493.80
SPLASHPAD, RIPRAP | | |
0019 205-06931 58.000 TON | 35.00000 2030.00| 30.00000 1740.00| 47.05000 2728.90
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -3
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1385672
|GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06936 87.000 TON | 40.00000 3480.00| 35.00000 3045.00| 31.50000 2740.50
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 1450.000 LFT | 1.40000 2030.00| 1.50000 2175.00| 1.40000 2030.00
TEMPORARY SILT FENCE | | |
0022 205-06938 82.000 LFT | 20.00000 1640.00| 50.00000 4100.00| 10.00000 820.00
TEMPORARY SLOPE DRAIN | | |
0023 206-51220 40.000 CYS | 140.00000 5600.00| 30.00000 1200.00| 90.68000 3627.20
EXCAVATION, WET | | |
0024 206-51230 42.000 CYS | 65.00000 2730.00| 30.00000 1260.00| 53.06000 2228.52
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0025 207-08265 1829.000 SYS | 8.00000 14632.00| 8.00000 14632.00| 5.71000 10443.59
SUBGRADE TREATMENT, TYPE IIA | | |
0026 210-06369 1805.000 LFT | 1.50000 2707.50| 3.00000 5415.00| 5.00000 9025.00
SAW CUT | | |
0027 211-09267 7.000 CYS | 175.00000 1225.00| 100.00000 700.00| 94.47000 661.29
STRUCTURE BACKFILL, TYPE 4 | | |
0028 303-02051 50.000 TON | 23.00000 1150.00| 40.00000 2000.00| 37.94000 1897.00
STONE, NO 2 | | |
0029 303-52308 1355.000 TON | 20.00000 27100.00| 20.00000 27100.00| 17.05000 23102.75
COMPACTED AGGREGATE, O, 53 | | |
0030 306-08034 215.000 SYS | 9.25000 1988.75| 11.00000 2365.00| 9.51000 2044.65
MILLING, ASPHALT, 1 1/2 IN. | | |
0031 306-08043 240.000 SYS | 9.00000 2160.00| 11.00000 2640.00| 9.40000 2256.00
MILLING, TRANSITION | | |
0032 402-07432 266.000 TON | 79.00000 21014.00| 74.50000 19817.00| 74.50000 19817.00
HMA SURFACE, TYPE A | | |
0033 402-07435 492.000 TON | 62.00000 30504.00| 58.50000 28782.00| 58.50000 28782.00
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 4303.000 SYS | 0.15000 645.45| 0.15000 645.45| 0.15000 645.45
ASPHALT FOR TACK COAT | | |
0035 601-01522 4.000 EACH | 1950.00000 7800.00| 1950.00000 7800.00| 1950.00000 7800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0036 601-94689 4.000 EACH | 2395.00000 9580.00| 2395.00000 9580.00| 2395.00000 9580.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 387.500 LFT | 17.05000 6606.88| 17.05000 6606.88| 17.05000 6606.88
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 602-06729 6.000 EACH | 13.00000 78.00| 14.00000 84.00| 10.00000 60.00
BARRIER DELINEATOR | | |
0039 603-03829 1035.000 LFT | 6.26000 6479.10| 6.26000 6479.10| 6.26000 6479.10
FENCE | | |
0040 609-06259 197.000 SYS | 100.00000 19700.00| 95.00000 18715.00| 93.51000 18421.47
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -4
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1385672
|GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 615-06490 10.000 EACH | 121.00000 1210.00| 121.00000 1210.00| 121.00000 1210.00
RIGHT OF WAY MARKER | | |
0042 615-06505 5.000 EACH | 595.00000 2975.00| 595.00000 2975.00| 595.00000 2975.00
MONUMENT, B | | |
0043 616-02320 1001.000 SYS | 4.00000 4004.00| 2.99000 2992.99| 3.00000 3003.00
GEOTEXTILES | | |
0044 616-06405 513.000 TON | 30.00000 15390.00| 20.00000 10260.00| 26.06000 13368.78
RIPRAP, REVETMENT | | |
0045 616-06451 230.000 TON | 35.00000 8050.00| 22.00000 5060.00| 29.24000 6725.20
RIPRAP, UNIFORM | | |
0046 621-01004 2.000 EACH | 600.00000 1200.00| 590.00000 1180.00| 600.00000 1200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-06545 1.000 TON | 600.00000 600.00| 1250.00000 1250.00| 600.00000 600.00
FERTILIZER | | |
0048 621-06553 221.000 LBS | 2.80000 618.80| 7.00000 1547.00| 2.80000 618.80
SEED MIXTURE, R | | |
0049 621-06565 6.000 TON | 400.00000 2400.00| 500.00000 3000.00| 400.00000 2400.00
MULCHING MATERIAL | | |
0050 621-06567 4.000 kGAL | 5.00000 20.00| 1.00000 4.00| 5.00000 20.00
WATER | | |
0051 621-06574 995.000 SYS | 3.50000 3482.50| 3.15000 3134.25| 3.50000 3482.50
SODDING | | |
0052 622-52436 4.000 EACH | 32.00000 128.00| 32.00000 128.00| 32.00000 128.00
SIGN, DO NOT MOW OR SPRAY | | |
0053 622-91786 40.000 EACH | 7.00000 280.00| 44.35000 1774.00| 7.00000 280.00
SEEDLING | | |
0054 628-09401 7.000 MOS | 1700.00000 11900.00| 2500.00000 17500.00| 1847.62000 12933.34
FIELD OFFICE, A | | |
0055 628-09407 7.000 MOS | 350.00000 2450.00| 300.00000 2100.00| 492.51000 3447.57
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0056 701-51190 363.000 LFT | 62.00000 22506.00| 75.00000 27225.00| 71.77000 26052.51
PILE, STEEL H, HP 10" X 42 | | |
0057 701-92043 79.000 LFT | 210.00000 16590.00| 300.00000 23700.00| 257.38290 20333.25
CORED HOLE IN ROCK, 18 IN. | | |
0058 701-93633 239.000 LFT | 15.00000 3585.00| 50.00000 11950.00| 102.12000 24406.68
OVERSIZED PREDRILLED PILE HOLES | | |
0060 702-04433 28.000 EACH | 30.00000 840.00| 85.00000 2380.00| 99.91000 2797.48
FLOOR DRAIN, PVC, 6 IN. | | |
0061 703-06028 16781.000 LBS | 0.80000 13424.80| 1.00000 16781.00| 1.10000 18459.10
REINFORCING BARS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -5
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1618530 |( 3 ) 35-1385672
|GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 703-06029 38482.000 LBS | 0.75000 28861.50| 1.00000 38482.00| 1.09000 41945.38
REINFORCING BARS, EPOXY COATED | | |
0063 704-51002 186.000 CYS | 600.00000 111600.00| 700.00000 130200.00| 641.02000 119229.72
CONCRETE, C, SUPERSTRUCTURE | | |
0064 706-05732 4.000 EACH | 1487.50000 5950.00| 1400.00000 5600.00| 1250.00000 5000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0065 706-51020 16.000 CYS | 375.00000 6000.00| 425.00000 6800.00| 375.00000 6000.00
CONCRETE, C, RAILING | | |
0066 709-51821 LUMP | 2600.00000 2600.00| 2600.00000 2600.00| 2600.00000 2600.00
SURFACE SEAL | | |
0067 801-03290 4.000 EACH | 275.00000 1100.00| 275.00000 1100.00| 275.00000 1100.00
CONSTRUCTION SIGN, C | | |
0068 801-03291 1.000 EACH | 95.00000 95.00| 95.00000 95.00| 95.00000 95.00
CONSTRUCTION SIGN, D | | |
0069 801-04308 7.000 EACH | 295.00000 2065.00| 295.00000 2065.00| 295.00000 2065.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0070 801-06625 24.000 EACH | 115.00000 2760.00| 115.00000 2760.00| 115.00000 2760.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0071 801-06640 15.000 EACH | 105.00000 1575.00| 105.00000 1575.00| 105.00000 1575.00
CONSTRUCTION SIGN, A | | |
0072 801-06645 2.000 EACH | 60.00000 120.00| 60.00000 120.00| 60.00000 120.00
CONSTRUCTION SIGN, B | | |
0073 801-06775 LUMP | 10000.00000 10000.00| 1850.00000 1850.00| 10019.58000 10019.58
MAINTAINING TRAFFIC | | |
0074 801-07118 96.000 LFT | 16.65000 1598.40| 16.65000 1598.40| 16.65000 1598.40
BARRICADE, III-A | | |
0075 801-07119 96.000 LFT | 20.85000 2001.60| 20.85000 2001.60| 20.85000 2001.60
BARRICADE, III-B | | |
0076 802-05701 25.000 LFT | 9.96000 249.00| 9.96000 249.00| 9.96000 249.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0077 802-07060 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 150.00000 150.00
SIGN, SHEET, RELOCATE | | |
0078 808-06712 1000.000 LFT | 0.28000 280.00| 0.28000 280.00| 0.28000 280.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0079 808-06713 2000.000 LFT | 0.28000 560.00| 0.28000 560.00| 0.28000 560.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0080 808-06714 622.000 LFT | 0.28000 174.16| 0.28000 174.16| 0.28000 174.16
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0081 701-97805 96.000 LFT | 190.00000 18240.00| 250.00000 24000.00| 114.01000 10944.96
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 10" X 42 | | |
SECTION TOTALS | $ 632,000.00| $ 638,913.64| $ 653,450.52
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 632,000.00| $ 638,913.64| $ 653,450.52
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -6
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1487672 |( 5 ) 61-1023045 |( )
|MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 42982.50000 42982.50|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 300.00000 600.00| 70.00000 140.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 14.000 MOS | 100.00000 1400.00| 50.00000 700.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 33000.00000 33000.00| 35571.42875 35571.43|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 6600.00000 6600.00| 26000.00000 26000.00|
CLEARING RIGHT OF WAY | | |
0012 202-02241 220.000 LFT | 3.00000 660.00| 6.00000 1320.00|
GUARDRAIL, REMOVE | | |
0013 202-02286 1.000 EACH | 38600.00000 38600.00| 30000.00000 30000.00|
PRESENT STRUCTURE, REMOVE | | |
0014 202-74025 2000.000 LFT | 1.40000 2800.00| 1.50000 3000.00|
FENCE, REMOVE | | |
0015 203-02000 1709.000 CYS | 9.00000 15381.00| 40.00000 68360.00|
EXCAVATION, COMMON | | |
0016 203-51223 589.000 CYS | 15.00000 8835.00| 25.00000 14725.00|
EXCAVATION, WATERWAY | | |
0017 205-03371 336.000 CYS | 20.00000 6720.00| 25.00000 8400.00|
SEDIMENT, REMOVE | | |
0018 205-06930 6.000 TON | 60.00000 360.00| 120.00000 720.00|
SPLASHPAD, RIPRAP | | |
0019 205-06931 58.000 TON | 40.00000 2320.00| 35.00000 2030.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -7
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1487672 |( 5 ) 61-1023045 |( )
|MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06936 87.000 TON | 33.00000 2871.00| 50.00000 4350.00|
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 1450.000 LFT | 2.00000 2900.00| 1.40000 2030.00|
TEMPORARY SILT FENCE | | |
0022 205-06938 82.000 LFT | 16.00000 1312.00| 25.00000 2050.00|
TEMPORARY SLOPE DRAIN | | |
0023 206-51220 40.000 CYS | 50.00000 2000.00| 30.00000 1200.00|
EXCAVATION, WET | | |
0024 206-51230 42.000 CYS | 40.00000 1680.00| 30.00000 1260.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0025 207-08265 1829.000 SYS | 6.60000 12071.40| 11.60000 21216.40|
SUBGRADE TREATMENT, TYPE IIA | | |
0026 210-06369 1805.000 LFT | 1.00000 1805.00| 1.00000 1805.00|
SAW CUT | | |
0027 211-09267 7.000 CYS | 145.00000 1015.00| 125.00000 875.00|
STRUCTURE BACKFILL, TYPE 4 | | |
0028 303-02051 50.000 TON | 30.00000 1500.00| 60.00000 3000.00|
STONE, NO 2 | | |
0029 303-52308 1355.000 TON | 20.00000 27100.00| 19.00000 25745.00|
COMPACTED AGGREGATE, O, 53 | | |
0030 306-08034 215.000 SYS | 6.60000 1419.00| 5.50000 1182.50|
MILLING, ASPHALT, 1 1/2 IN. | | |
0031 306-08043 240.000 SYS | 6.60000 1584.00| 5.50000 1320.00|
MILLING, TRANSITION | | |
0032 402-07432 266.000 TON | 76.00000 20216.00| 74.50000 19817.00|
HMA SURFACE, TYPE A | | |
0033 402-07435 492.000 TON | 64.00000 31488.00| 58.50000 28782.00|
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 4303.000 SYS | 0.50000 2151.50| 0.15000 645.45|
ASPHALT FOR TACK COAT | | |
0035 601-01522 4.000 EACH | 1860.00000 7440.00| 1950.00000 7800.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0036 601-94689 4.000 EACH | 2435.00000 9740.00| 2395.00000 9580.00|
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 387.500 LFT | 18.00000 6975.00| 17.05000 6606.88|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 602-06729 6.000 EACH | 14.00000 84.00| 6.00000 36.00|
BARRIER DELINEATOR | | |
0039 603-03829 1035.000 LFT | 11.00000 11385.00| 6.26000 6479.10|
FENCE | | |
0040 609-06259 197.000 SYS | 115.00000 22655.00| 70.00000 13790.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -8
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1487672 |( 5 ) 61-1023045 |( )
|MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 615-06490 10.000 EACH | 134.00000 1340.00| 121.00000 1210.00|
RIGHT OF WAY MARKER | | |
0042 615-06505 5.000 EACH | 527.00000 2635.00| 595.00000 2975.00|
MONUMENT, B | | |
0043 616-02320 1001.000 SYS | 3.50000 3503.50| 2.00000 2002.00|
GEOTEXTILES | | |
0044 616-06405 513.000 TON | 35.00000 17955.00| 23.00000 11799.00|
RIPRAP, REVETMENT | | |
0045 616-06451 230.000 TON | 30.00000 6900.00| 23.00000 5290.00|
RIPRAP, UNIFORM | | |
0046 621-01004 2.000 EACH | 590.00000 1180.00| 600.00000 1200.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-06545 1.000 TON | 1250.00000 1250.00| 600.00000 600.00|
FERTILIZER | | |
0048 621-06553 221.000 LBS | 7.00000 1547.00| 2.80000 618.80|
SEED MIXTURE, R | | |
0049 621-06565 6.000 TON | 500.00000 3000.00| 400.00000 2400.00|
MULCHING MATERIAL | | |
0050 621-06567 4.000 kGAL | 1.00000 4.00| 5.00000 20.00|
WATER | | |
0051 621-06574 995.000 SYS | 3.15000 3134.25| 3.50000 3482.50|
SODDING | | |
0052 622-52436 4.000 EACH | 32.00000 128.00| 32.00000 128.00|
SIGN, DO NOT MOW OR SPRAY | | |
0053 622-91786 40.000 EACH | 44.35000 1774.00| 7.00000 280.00|
SEEDLING | | |
0054 628-09401 7.000 MOS | 1650.00000 11550.00| 2000.00000 14000.00|
FIELD OFFICE, A | | |
0055 628-09407 7.000 MOS | 300.00000 2100.00| 150.00000 1050.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0056 701-51190 363.000 LFT | 65.00000 23595.00| 62.74000 22774.62|
PILE, STEEL H, HP 10" X 42 | | |
0057 701-92043 79.000 LFT | 180.00000 14220.00| 204.00000 16116.00|
CORED HOLE IN ROCK, 18 IN. | | |
0058 701-93633 239.000 LFT | 15.00000 3585.00| 66.00000 15774.00|
OVERSIZED PREDRILLED PILE HOLES | | |
0060 702-04433 28.000 EACH | 145.00000 4060.00| 100.00000 2800.00|
FLOOR DRAIN, PVC, 6 IN. | | |
0061 703-06028 16781.000 LBS | 0.90000 15102.90| 0.70000 11746.70|
REINFORCING BARS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 430 -9
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : B -28865-A COUNTIES : HARRISON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1487672 |( 5 ) 61-1023045 |( )
|MAC CONSTRUCTION & EXCAVATIN |FAULKNER CONSTRUCTION LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 703-06029 38482.000 LBS | 1.00000 38482.00| 0.70000 26937.40|
REINFORCING BARS, EPOXY COATED | | |
0063 704-51002 186.000 CYS | 880.00000 163680.00| 600.00000 111600.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0064 706-05732 4.000 EACH | 1250.00000 5000.00| 2500.00000 10000.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0065 706-51020 16.000 CYS | 375.00000 6000.00| 956.94000 15311.04|
CONCRETE, C, RAILING | | |
0066 709-51821 LUMP | 2600.00000 2600.00| 2600.00000 2600.00|
SURFACE SEAL | | |
0067 801-03290 4.000 EACH | 150.00000 600.00| 275.00000 1100.00|
CONSTRUCTION SIGN, C | | |
0068 801-03291 1.000 EACH | 110.00000 110.00| 95.00000 95.00|
CONSTRUCTION SIGN, D | | |
0069 801-04308 7.000 EACH | 135.00000 945.00| 295.00000 2065.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0070 801-06625 24.000 EACH | 95.00000 2280.00| 115.00000 2760.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0071 801-06640 15.000 EACH | 120.00000 1800.00| 105.00000 1575.00|
CONSTRUCTION SIGN, A | | |
0072 801-06645 2.000 EACH | 100.00000 200.00| 60.00000 120.00|
CONSTRUCTION SIGN, B | | |
0073 801-06775 LUMP | 8000.00000 8000.00| 52271.52000 52271.52|
MAINTAINING TRAFFIC | | |
0074 801-07118 96.000 LFT | 12.50000 1200.00| 16.65000 1598.40|
BARRICADE, III-A | | |
0075 801-07119 96.000 LFT | 15.50000 1488.00| 20.85000 2001.60|
BARRICADE, III-B | | |
0076 802-05701 25.000 LFT | 17.00000 425.00| 9.96000 249.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0077 802-07060 1.000 EACH | 175.00000 175.00| 150.00000 150.00|
SIGN, SHEET, RELOCATE | | |
0078 808-06712 1000.000 LFT | 0.18000 180.00| 0.28000 280.00|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0079 808-06713 2000.000 LFT | 0.18000 360.00| 0.28000 560.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0080 808-06714 622.000 LFT | 0.18000 111.96| 0.28000 174.16|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0081 701-97805 96.000 LFT | 235.00000 22560.00| 60.00000 5760.00|
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 10" X 42 | | |
SECTION TOTALS | $ 665,934.51| $ 747,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 665,934.51| $ 747,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -1
VENDOR RANKING
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 08/21/09
LOCATION : ON SR 13 OVER PRAIRIE RUN, 1.28 MILES SOUTH OF US 35/SR 22 PROJECT(S) : 0101505
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 513,864.00 100.0000%
2 34-1556319 JUTTE EXCAVATING INC $ 554,672.91 107.9416%
3 35-1310611 DUNCAN ROBERTSON INC $ 560,430.80 109.0621%
4 35-2094565 3D COMPANY INC $ 597,485.26 116.2730%
5 35-1817530 PIONEER ASSOCIATES INC $ 611,363.00 118.9737%
6 90-0177865 HIS CONSTRUCTORS LLC $ 616,654.00 120.0033%
7 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 625,313.41 121.6885%
8 35-1374866 PRIMCO INC $ 658,507.53 128.1482%
9 35-1609544 SCHUTT-LOOKABILL CO $ 669,513.39 130.2900%
10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 676,787.64 131.7056%
11 35-1128289 BEATY CONSTRUCTION INC $ 686,247.94 133.5466%
12 35-1325036 DEICHMAN EXCAVATING CO $ 697,593.71 135.7545%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -2
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 34-1556319 |( 3 ) 35-1310611
|BROOKS CONSTRUCTION COMPANY |JUTTE EXCAVATING INC |DUNCAN ROBERTSON 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 | 8138.87000 8138.87| 13290.00000 13290.00| 7000.00000 7000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 25500.00000 25500.00| 23500.00000 23500.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 25500.00000 25500.00| 750.00000 750.00| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0009 202-02241 734.000 LFT | 2.00000 1468.00| 2.00000 1468.00| 3.00000 2202.00
GUARDRAIL, REMOVE | | |
0010 202-02271 2.000 EACH | 100.00000 200.00| 200.00000 400.00| 250.00000 500.00
HEADWALL, REMOVE | | |
0011 202-02272 64.000 LFT | 4.00000 256.00| 10.00000 640.00| 4.00000 256.00
PAVED SIDE DITCH, REMOVE | | |
0012 202-06541 1.000 EACH | 1500.00000 1500.00| 800.00000 800.00| 500.00000 500.00
REMOVE , RETAINING WALL | | |
0013 202-51330 LUMP | 25000.00000 25000.00| 12000.00000 12000.00| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE | | |
0014 202-96022 1.000 EACH | 1500.00000 1500.00| 1000.00000 1000.00| 2000.00000 2000.00
CONCRETE FOUNDATION, REMOVE | | |
0015 203-02000 655.000 CYS | 13.00000 8515.00| 10.00000 6550.00| 17.00000 11135.00
EXCAVATION, COMMON | | |
0016 203-02070 230.000 CYS | 15.00000 3450.00| 12.00000 2760.00| 1.00000 230.00
BORROW | | |
0017 205-03371 33.000 CYS | 20.00000 660.00| 20.00000 660.00| 28.00000 924.00
SEDIMENT, REMOVE | | |
0018 205-06936 48.000 TON | 30.00000 1440.00| 10.00000 480.00| 33.00000 1584.00
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 366.000 LFT | 2.28000 834.48| 2.28000 834.48| 1.50000 549.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -3
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 34-1556319 |( 3 ) 35-1310611
|BROOKS CONSTRUCTION COMPANY |JUTTE EXCAVATING INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-09543 100.000 TON | 20.00000 2000.00| 13.50000 1350.00| 21.00000 2100.00
NO 2 STONE | | |
0021 207-08265 1427.000 SYS | 9.00000 12843.00| 8.00000 11416.00| 7.65000 10916.55
SUBGRADE TREATMENT, TYPE IIA | | |
0022 211-02050 30.000 CYS | 30.00000 900.00| 30.00000 900.00| 35.00000 1050.00
B BORROW | | |
0023 211-09264 454.000 CYS | 28.00000 12712.00| 30.00000 13620.00| 30.00000 13620.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 138.000 CYS | 40.00000 5520.00| 30.00000 4140.00| 40.00000 5520.00
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09268 425.000 CYS | 82.00000 34850.00| 70.00000 29750.00| 73.00000 31025.00
STRUCTURE BACKFILL, TYPE 5 | | |
0026 301-07448 1065.000 TON | 19.00000 20235.00| 11.00000 11715.00| 12.00000 12780.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08033 861.000 SYS | 3.25000 2798.25| 2.00000 1722.00| 2.75000 2367.75
MILLING, ASPHALT, 1 IN. | | |
0028 306-08043 947.000 SYS | 3.25000 3077.75| 2.00000 1894.00| 2.75000 2604.25
MILLING, TRANSITION | | |
0029 401-06264 LUMP | 1000.00000 1000.00| 1.00000 1.00| 1.00000 1.00
PROFILOGRAPH, HMA | | |
0030 402-07432 95.000 TON | 70.00000 6650.00| 90.00000 8550.00| 98.00000 9310.00
HMA SURFACE, TYPE A | | |
0031 402-07433 166.000 TON | 70.00000 11620.00| 90.00000 14940.00| 98.00000 16268.00
HMA SURFACE, TYPE B | | |
0032 402-07438 325.000 TON | 60.00000 19500.00| 66.00000 21450.00| 72.00000 23400.00
HMA INTERMEDIATE, TYPE B | | |
0033 402-07440 295.000 TON | 60.00000 17700.00| 66.00000 19470.00| 72.00000 21240.00
HMA BASE, TYPE A | | |
0034 406-05520 2.000 TON | 100.00000 200.00| 100.00000 200.00| 109.00000 218.00
ASPHALT FOR TACK COAT | | |
0035 601-06854 2.000 EACH | 705.00000 1410.00| 2600.00000 5200.00| 2860.00000 5720.00
GUARDRAIL, W-BEAM, NESTED | | |
0036 601-06856 4.000 EACH | 440.00000 1760.00| 200.00000 800.00| 220.00000 880.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0037 601-94689 4.000 EACH | 2380.00000 9520.00| 2325.00000 9300.00| 2557.50000 10230.00
GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 406.250 LFT | 17.00000 6906.25| 14.50000 5890.63| 16.00000 6500.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0039 610-07487 89.000 TON | 60.00000 5340.00| 66.00000 5874.00| 72.00000 6408.00
HMA FOR APPROACHES, TYPE B | | |
0040 615-06490 16.000 EACH | 133.00000 2128.00| 125.00000 2000.00| 138.00000 2208.00
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -4
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 34-1556319 |( 3 ) 35-1310611
|BROOKS CONSTRUCTION COMPANY |JUTTE EXCAVATING INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 615-06505 2.000 EACH | 595.00000 1190.00| 775.00000 1550.00| 852.00000 1704.00
MONUMENT, B | | |
0042 616-02320 857.000 SYS | 1.00000 857.00| 2.00000 1714.00| 3.25000 2785.25
GEOTEXTILES | | |
0043 616-06405 844.000 TON | 32.00000 27008.00| 20.00000 16880.00| 25.00000 21100.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 350.00000 700.00| 350.00000 700.00| 425.00000 850.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-01956 210.000 LBS | 5.52000 1159.20| 5.52000 1159.20| 6.40000 1344.00
SEED MIXTURE, LEGUME, 1 | | |
0046 621-06545 1.000 TON | 1943.00000 1943.00| 1943.00000 1943.00| 950.00000 950.00
FERTILIZER | | |
0047 621-06553 185.000 LBS | 3.32000 614.20| 3.32000 614.20| 6.50000 1202.50
SEED MIXTURE, R | | |
0048 621-06557 90.000 LBS | 7.80000 702.00| 7.80000 702.00| 6.40000 576.00
SEED MIXTURE, T | | |
0049 621-06565 5.000 TON | 418.00000 2090.00| 418.00000 2090.00| 775.00000 3875.00
MULCHING MATERIAL | | |
0050 621-52448 6.000 EACH | 23.00000 138.00| 40.00000 240.00| 25.30000 151.80
SIGN, DO NOT SPRAY | | |
0051 628-09402 8.000 MOS | 1800.00000 14400.00| 1500.00000 12000.00| 1250.00000 10000.00
FIELD OFFICE, B | | |
0052 715-05049 12.000 LFT | 20.00000 240.00| 40.00000 480.00| 30.00000 360.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0053 715-05121 135.000 LFT | 45.00000 6075.00| 35.00000 4725.00| 27.00000 3645.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0054 715-05169 112.000 LFT | 40.00000 4480.00| 32.00000 3584.00| 27.00000 3024.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0055 715-05440 10.000 LFT | 20.00000 200.00| 20.00000 200.00| 30.00000 300.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0056 715-08305 23.000 TON | 95.00000 2185.00| 66.00000 1518.00| 72.00000 1656.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0057 715-46005 6.000 EACH | 200.00000 1200.00| 400.00000 2400.00| 250.00000 1500.00
PIPE END SECTION, 15 IN. | | |
0058 720-45140 1.000 EACH | 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00
INLET, G7, MODIFIED | | |
0059 723-08608 1041.000 SFT | 40.00000 41640.00| 48.00000 49968.00| 65.00000 67665.00
WINGWALL | | |
0060 723-09544 76.000 LFT | 1500.00000 114000.00| 2598.00000 197448.00| 1700.00000 129200.00
STRUCTURE, PRECAST 3-SIDED, 264 IN X | | |
156 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -5
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 34-1556319 |( 3 ) 35-1310611
|BROOKS CONSTRUCTION COMPANY |JUTTE EXCAVATING INC |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 801-03290 4.000 EACH | 90.00000 360.00| 64.00000 256.00| 180.00000 720.00
CONSTRUCTION SIGN, C | | |
0062 801-04308 5.000 EACH | 90.00000 450.00| 181.00000 905.00| 300.00000 1500.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0063 801-06625 24.000 EACH | 60.00000 1440.00| 69.00000 1656.00| 87.00000 2088.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0064 801-06640 17.000 EACH | 80.00000 1360.00| 88.00000 1496.00| 137.50000 2337.50
CONSTRUCTION SIGN, A | | |
0065 801-06645 2.000 EACH | 30.00000 60.00| 32.50000 65.00| 48.50000 97.00
CONSTRUCTION SIGN, B | | |
0066 801-06775 LUMP | 300.00000 300.00| 11500.00000 11500.00| 545.00000 545.00
MAINTAINING TRAFFIC | | |
0067 801-07118 72.000 LFT | 7.50000 540.00| 5.05000 363.60| 9.35000 673.20
BARRICADE, III-A | | |
0068 801-07119 48.000 LFT | 7.50000 360.00| 6.25200 300.10| 10.00000 480.00
BARRICADE, III-B | | |
0069 808-06712 190.000 LFT | 1.50000 285.00| 0.53000 100.70| 1.50000 285.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0070 808-06713 1500.000 LFT | 1.50000 2250.00| 0.53000 795.00| 0.71000 1065.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
SECTION TOTALS | $ 513,864.00| $ 554,672.91| $ 560,430.80
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 513,864.00| $ 554,672.91| $ 560,430.80
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -6
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-2094565 |( 5 ) 35-1817530 |( 6 ) 90-0177865
|3D COMPANY INC |PIONEER ASSOCIATES INC |HIS CONSTRUCTORS LLC
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 | 4428.00000 4428.00| 3200.00000 3200.00| 8100.00000 8100.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 19685.00000 19685.00| 17000.00000 17000.00| 28000.00000 28000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 2392.00000 2392.00| 2200.00000 2200.00| 18973.49000 18973.49
CLEARING RIGHT OF WAY | | |
0009 202-02241 734.000 LFT | 3.30000 2422.20| 3.50000 2569.00| 2.85000 2091.90
GUARDRAIL, REMOVE | | |
0010 202-02271 2.000 EACH | 3486.80000 6973.60| 430.00000 860.00| 435.00000 870.00
HEADWALL, REMOVE | | |
0011 202-02272 64.000 LFT | 20.48000 1310.72| 17.00000 1088.00| 8.80000 563.20
PAVED SIDE DITCH, REMOVE | | |
0012 202-06541 1.000 EACH | 3486.80000 3486.80| 1500.00000 1500.00| 870.00000 870.00
REMOVE , RETAINING WALL | | |
0013 202-51330 LUMP | 16725.60000 16725.60| 13500.00000 13500.00| 7500.00000 7500.00
PRESENT STRUCTURE, REMOVE | | |
0014 202-96022 1.000 EACH | 4600.00000 4600.00| 680.00000 680.00| 870.00000 870.00
CONCRETE FOUNDATION, REMOVE | | |
0015 203-02000 655.000 CYS | 33.96000 22243.80| 16.50000 10807.50| 18.00000 11790.00
EXCAVATION, COMMON | | |
0016 203-02070 230.000 CYS | 21.28000 4894.40| 13.00000 2990.00| 21.00000 4830.00
BORROW | | |
0017 205-03371 33.000 CYS | 46.70000 1541.10| 33.00000 1089.00| 25.00000 825.00
SEDIMENT, REMOVE | | |
0018 205-06936 48.000 TON | 47.25000 2268.00| 55.00000 2640.00| 56.00000 2688.00
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 366.000 LFT | 4.80000 1756.80| 2.50000 915.00| 2.32000 849.12
TEMPORARY SILT FENCE | | |
0020 205-09543 100.000 TON | 35.88000 3588.00| 45.00000 4500.00| 19.00000 1900.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -7
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-2094565 |( 5 ) 35-1817530 |( 6 ) 90-0177865
|3D COMPANY INC |PIONEER ASSOCIATES INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 207-08265 1427.000 SYS | 8.72000 12443.44| 11.00000 15697.00| 7.50000 10702.50
SUBGRADE TREATMENT, TYPE IIA | | |
0022 211-02050 30.000 CYS | 27.37000 821.10| 55.00000 1650.00| 33.00000 990.00
B BORROW | | |
0023 211-09264 454.000 CYS | 49.91000 22659.14| 35.00000 15890.00| 26.25000 11917.50
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 138.000 CYS | 43.10000 5947.80| 50.00000 6900.00| 40.00000 5520.00
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09268 425.000 CYS | 105.44000 44812.00| 100.00000 42500.00| 165.00000 70125.00
STRUCTURE BACKFILL, TYPE 5 | | |
0026 301-07448 1065.000 TON | 11.55000 12300.75| 12.00000 12780.00| 11.20000 11928.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08033 861.000 SYS | 2.28000 1963.08| 5.50000 4735.50| 3.30000 2841.30
MILLING, ASPHALT, 1 IN. | | |
0028 306-08043 947.000 SYS | 2.28000 2159.16| 4.50000 4261.50| 3.20000 3030.40
MILLING, TRANSITION | | |
0029 401-06264 LUMP | 11.50000 11.50| 1.00000 1.00| 1.05000 1.05
PROFILOGRAPH, HMA | | |
0030 402-07432 95.000 TON | 94.50000 8977.50| 100.00000 9500.00| 91.00000 8645.00
HMA SURFACE, TYPE A | | |
0031 402-07433 166.000 TON | 94.50000 15687.00| 100.00000 16600.00| 91.00000 15106.00
HMA SURFACE, TYPE B | | |
0032 402-07438 325.000 TON | 69.30000 22522.50| 72.00000 23400.00| 67.00000 21775.00
HMA INTERMEDIATE, TYPE B | | |
0033 402-07440 295.000 TON | 69.30000 20443.50| 72.00000 21240.00| 67.00000 19765.00
HMA BASE, TYPE A | | |
0034 406-05520 2.000 TON | 105.00000 210.00| 110.00000 220.00| 102.00000 204.00
ASPHALT FOR TACK COAT | | |
0035 601-06854 2.000 EACH | 2420.00000 4840.00| 2900.00000 5800.00| 2650.00000 5300.00
GUARDRAIL, W-BEAM, NESTED | | |
0036 601-06856 4.000 EACH | 220.00000 880.00| 220.00000 880.00| 203.00000 812.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0037 601-94689 4.000 EACH | 2530.00000 10120.00| 3350.00000 13400.00| 2350.00000 9400.00
GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 406.250 LFT | 20.90000 8490.63| 16.00000 6500.00| 14.75000 5992.19
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0039 610-07487 89.000 TON | 69.30000 6167.70| 72.00000 6408.00| 67.00000 5963.00
HMA FOR APPROACHES, TYPE B | | |
0040 615-06490 16.000 EACH | 192.50000 3080.00| 136.00000 2176.00| 127.00000 2032.00
RIGHT OF WAY MARKER | | |
0041 615-06505 2.000 EACH | 660.00000 1320.00| 845.00000 1690.00| 790.00000 1580.00
MONUMENT, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -8
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-2094565 |( 5 ) 35-1817530 |( 6 ) 90-0177865
|3D COMPANY INC |PIONEER ASSOCIATES INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 616-02320 857.000 SYS | 2.53000 2168.21| 4.00000 3428.00| 1.85000 1585.45
GEOTEXTILES | | |
0043 616-06405 844.000 TON | 30.32000 25590.08| 30.00000 25320.00| 30.00000 25320.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 385.00000 770.00| 390.00000 780.00| 355.00000 710.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-01956 210.000 LBS | 6.07000 1274.70| 6.00000 1260.00| 5.60000 1176.00
SEED MIXTURE, LEGUME, 1 | | |
0046 621-06545 1.000 TON | 2137.30000 2137.30| 2150.00000 2150.00| 1960.00000 1960.00
FERTILIZER | | |
0047 621-06553 185.000 LBS | 3.65000 675.25| 3.70000 684.50| 3.38000 625.30
SEED MIXTURE, R | | |
0048 621-06557 90.000 LBS | 8.58000 772.20| 8.50000 765.00| 7.90000 711.00
SEED MIXTURE, T | | |
0049 621-06565 5.000 TON | 459.80000 2299.00| 460.00000 2300.00| 425.00000 2125.00
MULCHING MATERIAL | | |
0050 621-52448 6.000 EACH | 48.00000 288.00| 45.00000 270.00| 40.50000 243.00
SIGN, DO NOT SPRAY | | |
0051 628-09402 8.000 MOS | 2026.30000 16210.40| 2775.00000 22200.00| 2325.00000 18600.00
FIELD OFFICE, B | | |
0052 715-05049 12.000 LFT | 28.21000 338.52| 56.00000 672.00| 56.00000 672.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0053 715-05121 135.000 LFT | 29.24000 3947.40| 52.00000 7020.00| 26.50000 3577.50
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0054 715-05169 112.000 LFT | 31.15000 3488.80| 39.00000 4368.00| 27.75000 3108.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0055 715-05440 10.000 LFT | 50.78000 507.80| 65.00000 650.00| 82.00000 820.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0056 715-08305 23.000 TON | 69.30000 1593.90| 72.00000 1656.00| 67.00000 1541.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0057 715-46005 6.000 EACH | 381.80000 2290.80| 280.00000 1680.00| 695.00000 4170.00
PIPE END SECTION, 15 IN. | | |
0058 720-45140 1.000 EACH | 3153.30000 3153.30| 2250.00000 2250.00| 3622.00000 3622.00
INLET, G7, MODIFIED | | |
0059 723-08608 1041.000 SFT | 61.61000 64136.01| 78.00000 81198.00| 63.00000 65583.00
WINGWALL | | |
0060 723-09544 76.000 LFT | 1954.48000 148540.48| 2140.00000 162640.00| 2200.00000 167200.00
STRUCTURE, PRECAST 3-SIDED, 264 IN X | | |
156 IN | | |
0061 801-03290 4.000 EACH | 181.50000 726.00| 360.00000 1440.00| 65.00000 260.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -9
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-2094565 |( 5 ) 35-1817530 |( 6 ) 90-0177865
|3D COMPANY INC |PIONEER ASSOCIATES INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 801-04308 5.000 EACH | 302.50000 1512.50| 215.00000 1075.00| 185.00000 925.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0063 801-06625 24.000 EACH | 86.90000 2085.60| 135.00000 3240.00| 70.00000 1680.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0064 801-06640 17.000 EACH | 137.50000 2337.50| 170.00000 2890.00| 89.00000 1513.00
CONSTRUCTION SIGN, A | | |
0065 801-06645 2.000 EACH | 48.40000 96.80| 30.00000 60.00| 33.00000 66.00
CONSTRUCTION SIGN, B | | |
0066 801-06775 LUMP | 3862.85000 3862.85| 1260.00000 1260.00| 2900.00000 2900.00
MAINTAINING TRAFFIC | | |
0067 801-07118 72.000 LFT | 9.35000 673.20| 10.00000 720.00| 5.15000 370.80
BARRICADE, III-A | | |
0068 801-07119 48.000 LFT | 10.18000 488.64| 12.50000 600.00| 6.35000 304.80
BARRICADE, III-B | | |
0069 808-06712 190.000 LFT | 1.38000 262.20| 0.60000 114.00| 0.55000 104.50
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0070 808-06713 1500.000 LFT | 0.72000 1080.00| 0.60000 900.00| 0.55000 825.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
SECTION TOTALS | $ 597,485.26| $ 611,363.00| $ 616,654.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 597,485.26| $ 611,363.00| $ 616,654.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -10
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1374866 |( 9 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |PRIMCO INC |SCHUTT-LOOKABILL CO
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 | 5000.00000 5000.00| 5066.00000 5066.00| 5751.00000 5751.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 25000.00000 25000.00| 32925.37000 32925.37| 33475.00000 33475.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 10000.00000 10000.00| 39510.45000 39510.45| 3544.63000 3544.63
CLEARING RIGHT OF WAY | | |
0009 202-02241 734.000 LFT | 2.80000 2055.20| 4.00000 2936.00| 2.16000 1585.44
GUARDRAIL, REMOVE | | |
0010 202-02271 2.000 EACH | 500.00000 1000.00| 350.00000 700.00| 187.49000 374.98
HEADWALL, REMOVE | | |
0011 202-02272 64.000 LFT | 9.99000 639.36| 5.00000 320.00| 14.15000 905.60
PAVED SIDE DITCH, REMOVE | | |
0012 202-06541 1.000 EACH | 1798.73000 1798.73| 26778.64000 26778.64| 1391.70000 1391.70
REMOVE , RETAINING WALL | | |
0013 202-51330 LUMP | 10043.19000 10043.19| 81224.00000 81224.00| 59573.07000 59573.07
PRESENT STRUCTURE, REMOVE | | |
0014 202-96022 1.000 EACH | 2417.17000 2417.17| 16191.20000 16191.20| 1038.38000 1038.38
CONCRETE FOUNDATION, REMOVE | | |
0015 203-02000 655.000 CYS | 48.32000 31649.60| 18.65000 12215.75| 58.92000 38592.60
EXCAVATION, COMMON | | |
0016 203-02070 230.000 CYS | 0.01000 2.30| 0.01000 2.30| 0.04000 9.20
BORROW | | |
0017 205-03371 33.000 CYS | 36.02000 1188.66| 22.00000 726.00| 41.27000 1361.91
SEDIMENT, REMOVE | | |
0018 205-06936 48.000 TON | 55.84000 2680.32| 46.30000 2222.40| 68.79000 3301.92
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 366.000 LFT | 2.28000 834.48| 3.28000 1200.48| 2.46000 900.36
TEMPORARY SILT FENCE | | |
0020 205-09543 100.000 TON | 26.40000 2640.00| 21.00000 2100.00| 47.88000 4788.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -11
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1374866 |( 9 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |PRIMCO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 207-08265 1427.000 SYS | 14.78000 21091.06| 5.64000 8048.28| 19.28000 27512.56
SUBGRADE TREATMENT, TYPE IIA | | |
0022 211-02050 30.000 CYS | 21.33000 639.90| 28.60000 858.00| 30.77000 923.10
B BORROW | | |
0023 211-09264 454.000 CYS | 25.00000 11350.00| 35.00000 15890.00| 33.77000 15331.58
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 138.000 CYS | 30.00000 4140.00| 39.89000 5504.82| 39.68000 5475.84
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09268 425.000 CYS | 72.00000 30600.00| 85.00000 36125.00| 78.85000 33511.25
STRUCTURE BACKFILL, TYPE 5 | | |
0026 301-07448 1065.000 TON | 11.00000 11715.00| 11.00000 11715.00| 11.88000 12652.20
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08033 861.000 SYS | 4.20000 3616.20| 4.00000 3444.00| 5.41000 4658.01
MILLING, ASPHALT, 1 IN. | | |
0028 306-08043 947.000 SYS | 4.02000 3806.94| 4.00000 3788.00| 7.45000 7055.15
MILLING, TRANSITION | | |
0029 401-06264 LUMP | 1.00000 1.00| 1.00000 1.00| 1.08000 1.08
PROFILOGRAPH, HMA | | |
0030 402-07432 95.000 TON | 90.00000 8550.00| 90.00000 8550.00| 97.20000 9234.00
HMA SURFACE, TYPE A | | |
0031 402-07433 166.000 TON | 90.00000 14940.00| 90.00000 14940.00| 97.20000 16135.20
HMA SURFACE, TYPE B | | |
0032 402-07438 325.000 TON | 66.00000 21450.00| 66.00000 21450.00| 71.28000 23166.00
HMA INTERMEDIATE, TYPE B | | |
0033 402-07440 295.000 TON | 66.00000 19470.00| 66.00000 19470.00| 71.28000 21027.60
HMA BASE, TYPE A | | |
0034 406-05520 2.000 TON | 100.00000 200.00| 100.00000 200.00| 108.00000 216.00
ASPHALT FOR TACK COAT | | |
0035 601-06854 2.000 EACH | 2600.00000 5200.00| 2600.00000 5200.00| 761.40000 1522.80
GUARDRAIL, W-BEAM, NESTED | | |
0036 601-06856 4.000 EACH | 200.00000 800.00| 200.00000 800.00| 475.20000 1900.80
MODIFIED POSTS, NESTED GUARDRAIL | | |
0037 601-94689 4.000 EACH | 2325.00000 9300.00| 2325.00000 9300.00| 2570.40000 10281.60
GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 406.250 LFT | 14.50000 5890.63| 14.50000 5890.63| 18.36000 7458.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0039 610-07487 89.000 TON | 66.00000 5874.00| 66.00000 5874.00| 71.28000 6343.92
HMA FOR APPROACHES, TYPE B | | |
0040 615-06490 16.000 EACH | 125.00000 2000.00| 125.00000 2000.00| 143.64000 2298.24
RIGHT OF WAY MARKER | | |
0041 615-06505 2.000 EACH | 775.00000 1550.00| 775.00000 1550.00| 642.60000 1285.20
MONUMENT, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -12
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1374866 |( 9 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |PRIMCO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 616-02320 857.000 SYS | 3.19000 2733.83| 3.00000 2571.00| 1.86000 1594.02
GEOTEXTILES | | |
0043 616-06405 844.000 TON | 42.32000 35718.08| 30.00000 25320.00| 27.61000 23302.84
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 350.00000 700.00| 350.00000 700.00| 378.00000 756.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-01956 210.000 LBS | 5.52000 1159.20| 5.52000 1159.20| 5.96000 1251.60
SEED MIXTURE, LEGUME, 1 | | |
0046 621-06545 1.000 TON | 1943.00000 1943.00| 1943.00000 1943.00| 2098.44000 2098.44
FERTILIZER | | |
0047 621-06553 185.000 LBS | 3.32000 614.20| 3.32000 614.20| 3.59000 664.15
SEED MIXTURE, R | | |
0048 621-06557 90.000 LBS | 7.80000 702.00| 7.80000 702.00| 8.42000 757.80
SEED MIXTURE, T | | |
0049 621-06565 5.000 TON | 418.00000 2090.00| 418.00000 2090.00| 451.44000 2257.20
MULCHING MATERIAL | | |
0050 621-52448 6.000 EACH | 40.00000 240.00| 40.00000 240.00| 24.84000 149.04
SIGN, DO NOT SPRAY | | |
0051 628-09402 8.000 MOS | 2067.54000 16540.32| 2800.00000 22400.00| 2010.09000 16080.72
FIELD OFFICE, B | | |
0052 715-05049 12.000 LFT | 50.00000 600.00| 40.00000 480.00| 104.14000 1249.68
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0053 715-05121 135.000 LFT | 45.00000 6075.00| 42.85000 5784.75| 71.88000 9703.80
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0054 715-05169 112.000 LFT | 40.00000 4480.00| 38.45000 4306.40| 40.38000 4522.56
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0055 715-05440 10.000 LFT | 100.00000 1000.00| 47.00000 470.00| 68.79000 687.90
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0056 715-08305 23.000 TON | 66.00000 1518.00| 66.00000 1518.00| 71.28000 1639.44
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0057 715-46005 6.000 EACH | 681.60000 4089.60| 215.00000 1290.00| 296.75000 1780.50
PIPE END SECTION, 15 IN. | | |
0058 720-45140 1.000 EACH | 3108.94000 3108.94| 2800.00000 2800.00| 1376.25000 1376.25
INLET, G7, MODIFIED | | |
0059 723-08608 1041.000 SFT | 50.00000 52050.00| 60.00000 62460.00| 44.32000 46137.12
WINGWALL | | |
0060 723-09544 76.000 LFT | 2650.00000 201400.00| 1447.36000 109999.36| 2146.49000 163133.24
STRUCTURE, PRECAST 3-SIDED, 264 IN X | | |
156 IN | | |
0061 801-03290 4.000 EACH | 165.00000 660.00| 64.00000 256.00| 318.60000 1274.40
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -13
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1374866 |( 9 ) 35-1609544
|CALUMET CIVIL CONTRACTORS IN |PRIMCO INC |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 801-04308 5.000 EACH | 275.00000 1375.00| 181.00000 905.00| 189.00000 945.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0063 801-06625 24.000 EACH | 79.00000 1896.00| 69.00000 1656.00| 118.80000 2851.20
DETOUR ROUTE MARKER ASSEMBLY | | |
0064 801-06640 17.000 EACH | 125.00000 2125.00| 88.00000 1496.00| 150.12000 2552.04
CONSTRUCTION SIGN, A | | |
0065 801-06645 2.000 EACH | 44.00000 88.00| 32.50000 65.00| 27.00000 54.00
CONSTRUCTION SIGN, B | | |
0066 801-06775 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 14864.50000 14864.50
MAINTAINING TRAFFIC | | |
0067 801-07118 72.000 LFT | 8.50000 612.00| 5.05000 363.60| 8.64000 622.08
BARRICADE, III-A | | |
0068 801-07119 48.000 LFT | 9.25000 444.00| 6.25000 300.00| 10.80000 518.40
BARRICADE, III-B | | |
0069 808-06712 190.000 LFT | 1.25000 237.50| 0.53000 100.70| 2.92000 554.80
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0070 808-06713 1500.000 LFT | 0.65000 975.00| 0.53000 795.00| 1.03000 1545.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
SECTION TOTALS | $ 625,313.41| $ 658,507.53| $ 669,513.39
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 625,313.41| $ 658,507.53| $ 669,513.39
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -14
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1128289 |( 12 ) 35-1325036
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |DEICHMAN EXCAVATING CO
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 | 4000.00000 4000.00| 3200.00000 3200.00| 5000.00000 5000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 33839.38000 33839.38| 34300.00000 34300.00| 55800.00000 55800.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 40607.25000 40607.25| 13500.00000 13500.00| 3000.00000 3000.00
CLEARING RIGHT OF WAY | | |
0009 202-02241 734.000 LFT | 2.80000 2055.20| 3.00000 2202.00| 2.80000 2055.20
GUARDRAIL, REMOVE | | |
0010 202-02271 2.000 EACH | 600.00000 1200.00| 250.00000 500.00| 500.00000 1000.00
HEADWALL, REMOVE | | |
0011 202-02272 64.000 LFT | 15.00000 960.00| 7.25000 464.00| 14.00000 896.00
PAVED SIDE DITCH, REMOVE | | |
0012 202-06541 1.000 EACH | 4000.00000 4000.00| 1000.00000 1000.00| 2500.00000 2500.00
REMOVE , RETAINING WALL | | |
0013 202-51330 LUMP | 39000.00000 39000.00| 26460.00000 26460.00| 13500.00000 13500.00
PRESENT STRUCTURE, REMOVE | | |
0014 202-96022 1.000 EACH | 1500.00000 1500.00| 450.00000 450.00| 2800.00000 2800.00
CONCRETE FOUNDATION, REMOVE | | |
0015 203-02000 655.000 CYS | 20.00000 13100.00| 5.00000 3275.00| 18.00000 11790.00
EXCAVATION, COMMON | | |
0016 203-02070 230.000 CYS | 20.00000 4600.00| 1.00000 230.00| 30.00000 6900.00
BORROW | | |
0017 205-03371 33.000 CYS | 75.00000 2475.00| 32.00000 1056.00| 50.00000 1650.00
SEDIMENT, REMOVE | | |
0018 205-06936 48.000 TON | 35.00000 1680.00| 110.00000 5280.00| 60.00000 2880.00
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 366.000 LFT | 2.28000 834.48| 3.10000 1134.60| 2.28000 834.48
TEMPORARY SILT FENCE | | |
0020 205-09543 100.000 TON | 30.00000 3000.00| 45.00000 4500.00| 25.00000 2500.00
NO 2 STONE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -15
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1128289 |( 12 ) 35-1325036
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |DEICHMAN EXCAVATING CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 207-08265 1427.000 SYS | 10.00000 14270.00| 7.65000 10916.55| 9.00000 12843.00
SUBGRADE TREATMENT, TYPE IIA | | |
0022 211-02050 30.000 CYS | 50.00000 1500.00| 45.00000 1350.00| 100.00000 3000.00
B BORROW | | |
0023 211-09264 454.000 CYS | 40.00000 18160.00| 26.50000 12031.00| 40.00000 18160.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09265 138.000 CYS | 25.00000 3450.00| 50.00000 6900.00| 45.00000 6210.00
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09268 425.000 CYS | 110.00000 46750.00| 95.00000 40375.00| 120.00000 51000.00
STRUCTURE BACKFILL, TYPE 5 | | |
0026 301-07448 1065.000 TON | 11.00000 11715.00| 12.00000 12780.00| 11.00000 11715.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08033 861.000 SYS | 3.50000 3013.50| 3.50000 3013.50| 3.50000 3013.50
MILLING, ASPHALT, 1 IN. | | |
0028 306-08043 947.000 SYS | 3.50000 3314.50| 3.40000 3219.80| 3.50000 3314.50
MILLING, TRANSITION | | |
0029 401-06264 LUMP | 1.00000 1.00| 1.10000 1.10| 1.00000 1.00
PROFILOGRAPH, HMA | | |
0030 402-07432 95.000 TON | 90.00000 8550.00| 98.00000 9310.00| 90.00000 8550.00
HMA SURFACE, TYPE A | | |
0031 402-07433 166.000 TON | 90.00000 14940.00| 98.00000 16268.00| 90.00000 14940.00
HMA SURFACE, TYPE B | | |
0032 402-07438 325.000 TON | 66.00000 21450.00| 72.00000 23400.00| 66.00000 21450.00
HMA INTERMEDIATE, TYPE B | | |
0033 402-07440 295.000 TON | 66.00000 19470.00| 72.00000 21240.00| 66.00000 19470.00
HMA BASE, TYPE A | | |
0034 406-05520 2.000 TON | 100.00000 200.00| 110.00000 220.00| 100.00000 200.00
ASPHALT FOR TACK COAT | | |
0035 601-06854 2.000 EACH | 2600.00000 5200.00| 2850.00000 5700.00| 2600.00000 5200.00
GUARDRAIL, W-BEAM, NESTED | | |
0036 601-06856 4.000 EACH | 200.00000 800.00| 215.00000 860.00| 200.00000 800.00
MODIFIED POSTS, NESTED GUARDRAIL | | |
0037 601-94689 4.000 EACH | 2325.00000 9300.00| 2550.00000 10200.00| 2325.00000 9300.00
GUARDRAIL END TREATMENT, OS | | |
0038 601-99105 406.250 LFT | 14.50000 5890.63| 15.75000 6398.44| 14.50000 5890.63
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0039 610-07487 89.000 TON | 66.00000 5874.00| 72.00000 6408.00| 66.00000 5874.00
HMA FOR APPROACHES, TYPE B | | |
0040 615-06490 16.000 EACH | 125.00000 2000.00| 135.00000 2160.00| 125.00000 2000.00
RIGHT OF WAY MARKER | | |
0041 615-06505 2.000 EACH | 775.00000 1550.00| 850.00000 1700.00| 775.00000 1550.00
MONUMENT, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -16
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1128289 |( 12 ) 35-1325036
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |DEICHMAN EXCAVATING CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 616-02320 857.000 SYS | 3.00000 2571.00| 2.60000 2228.20| 3.00000 2571.00
GEOTEXTILES | | |
0043 616-06405 844.000 TON | 22.00000 18568.00| 29.00000 24476.00| 45.00000 37980.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 350.00000 700.00| 475.00000 950.00| 350.00000 700.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-01956 210.000 LBS | 5.52000 1159.20| 2.10000 441.00| 5.52000 1159.20
SEED MIXTURE, LEGUME, 1 | | |
0046 621-06545 1.000 TON | 1943.00000 1943.00| 475.00000 475.00| 1943.00000 1943.00
FERTILIZER | | |
0047 621-06553 185.000 LBS | 3.32000 614.20| 3.15000 582.75| 3.32000 614.20
SEED MIXTURE, R | | |
0048 621-06557 90.000 LBS | 7.80000 702.00| 3.15000 283.50| 7.80000 702.00
SEED MIXTURE, T | | |
0049 621-06565 5.000 TON | 418.00000 2090.00| 475.00000 2375.00| 418.00000 2090.00
MULCHING MATERIAL | | |
0050 621-52448 6.000 EACH | 40.00000 240.00| 52.00000 312.00| 23.00000 138.00
SIGN, DO NOT SPRAY | | |
0051 628-09402 8.000 MOS | 2500.00000 20000.00| 1950.00000 15600.00| 2800.00000 22400.00
FIELD OFFICE, B | | |
0052 715-05049 12.000 LFT | 20.00000 240.00| 78.50000 942.00| 50.00000 600.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0053 715-05121 135.000 LFT | 40.00000 5400.00| 35.00000 4725.00| 53.00000 7155.00
PIPE, TYPE 1, CIRCULAR, 18 IN. | | |
0054 715-05169 112.000 LFT | 45.00000 5040.00| 32.00000 3584.00| 53.00000 5936.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0055 715-05440 10.000 LFT | 25.00000 250.00| 26.50000 265.00| 55.00000 550.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | |
0056 715-08305 23.000 TON | 66.00000 1518.00| 72.00000 1656.00| 66.00000 1518.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0057 715-46005 6.000 EACH | 600.00000 3600.00| 250.00000 1500.00| 250.00000 1500.00
PIPE END SECTION, 15 IN. | | |
0058 720-45140 1.000 EACH | 2500.00000 2500.00| 2750.00000 2750.00| 2800.00000 2800.00
INLET, G7, MODIFIED | | |
0059 723-08608 1041.000 SFT | 60.00000 62460.00| 31.50000 32791.50| 60.00000 62460.00
WINGWALL | | |
0060 723-09544 76.000 LFT | 2500.00000 190000.00| 3710.00000 281960.00| 2830.00000 215080.00
STRUCTURE, PRECAST 3-SIDED, 264 IN X | | |
156 IN | | |
0061 801-03290 4.000 EACH | 64.00000 256.00| 320.00000 1280.00| 90.00000 360.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 440 -17
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : B -29291-A COUNTIES : GRANT
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 10 ) 35-1618530 |( 11 ) 35-1128289 |( 12 ) 35-1325036
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |DEICHMAN EXCAVATING CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 801-04308 5.000 EACH | 181.00000 905.00| 190.00000 950.00| 90.00000 450.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0063 801-06625 24.000 EACH | 69.00000 1656.00| 120.00000 2880.00| 60.00000 1440.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0064 801-06640 17.000 EACH | 88.00000 1496.00| 150.00000 2550.00| 80.00000 1360.00
CONSTRUCTION SIGN, A | | |
0065 801-06645 2.000 EACH | 32.50000 65.00| 27.50000 55.00| 30.00000 60.00
CONSTRUCTION SIGN, B | | |
0066 801-06775 LUMP | 1000.00000 1000.00| 5400.00000 5400.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0067 801-07118 72.000 LFT | 5.05000 363.60| 8.75000 630.00| 7.50000 540.00
BARRICADE, III-A | | |
0068 801-07119 48.000 LFT | 6.25000 300.00| 11.00000 528.00| 7.50000 360.00
BARRICADE, III-B | | |
0069 808-06712 190.000 LFT | 0.53000 100.70| 3.00000 570.00| 1.50000 285.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0070 808-06713 1500.000 LFT | 0.53000 795.00| 1.00000 1500.00| 1.50000 2250.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
SECTION TOTALS | $ 676,787.64| $ 686,247.94| $ 697,593.71
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 676,787.64| $ 686,247.94| $ 697,593.71
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -1
VENDOR RANKING
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 10/31/09
LOCATION : ON 186TH STREET OVER STONY CREEK PROJECT(S) : 9930032
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1310611 DUNCAN ROBERTSON INC $ 548,882.87 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 666,380.54 121.4067%
3 35-1381845 HARVEY GEORGE R & SON INC $ 672,420.34 122.5071%
4 35-1128289 BEATY CONSTRUCTION INC $ 680,196.51 123.9238%
5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 688,152.48 125.3733%
6 35-1609544 SCHUTT-LOOKABILL CO $ 690,396.33 125.7821%
7 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 697,100.00 127.0034%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 721,878.12 131.5177%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -2
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 6900.00000 6900.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 27500.00000 27500.00| 33070.00000 33070.00| 33500.00000 33500.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 14000.00000 14000.00| 14026.69000 14026.69| 10000.00000 10000.00
CLEARING RIGHT OF WAY | | |
0010 202-51330 LUMP | 20000.00000 20000.00| 52437.00000 52437.00| 20000.00000 20000.00
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 1526.000 CYS | 10.00000 15260.00| 17.54000 26766.04| 8.00000 12208.00
EXCAVATION, COMMON | | |
0012 203-02070 1146.000 CYS | 5.00000 5730.00| 20.54000 23538.84| 12.00000 13752.00
BORROW | | |
0013 203-51223 568.000 CYS | 10.00000 5680.00| 25.23000 14330.64| 10.00000 5680.00
EXCAVATION, WATERWAY | | |
0014 205-06931 27.000 TON | 20.00000 540.00| 58.80000 1587.60| 40.00000 1080.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06935 1.000 EACH | 1500.00000 1500.00| 669.51000 669.51| 1000.00000 1000.00
TEMPORARY SEDIMENT BASIN | | |
0016 205-06936 24.000 TON | 20.00000 480.00| 43.31000 1039.44| 40.00000 960.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 2044.000 LFT | 1.00000 2044.00| 1.32000 2698.08| 40.00000 81760.00
TEMPORARY SILT FENCE | | |
0018 207-08267 3422.000 SYS | 5.00000 17110.00| 5.62000 19231.64| 6.00000 20532.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0019 211-09264 11.000 CYS | 35.00000 385.00| 31.92000 351.12| 25.00000 275.00
STRUCTURE BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -3
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09267 7.000 CYS | 150.00000 1050.00| 96.50000 675.50| 125.00000 875.00
STRUCTURE BACKFILL, TYPE 4 | | |
0021 301-07448 914.000 TON | 20.00000 18280.00| 20.40000 18645.60| 18.00000 16452.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 24.000 CYS | 40.00000 960.00| 77.55000 1861.20| 40.00000 960.00
DENSE GRADED SUBBASE | | |
0023 303-01180 197.000 TON | 20.00000 3940.00| 28.55000 5624.35| 22.00000 4334.00
COMPACTED AGGREGATE, NO. 53 | | |
0024 303-07449 12.000 TON | 20.00000 240.00| 59.47000 713.64| 22.00000 264.00
COMPACTED AGGREGATE, NO. 73 | | |
0025 402-07432 215.000 TON | 70.00000 15050.00| 66.00000 14190.00| 85.50000 18382.50
HMA SURFACE, TYPE A | | |
0026 402-07435 362.000 TON | 52.00000 18824.00| 49.30000 17846.60| 63.00000 22806.00
HMA INTERMEDIATE, TYPE A | | |
0027 402-07440 590.000 TON | 47.25000 27877.50| 45.00000 26550.00| 60.00000 35400.00
HMA BASE, TYPE A | | |
0028 406-05521 5645.000 SYS | 0.12000 677.40| 0.11000 620.95| 0.10000 564.50
ASPHALT FOR TACK COAT | | |
0029 601-01839 1.000 EACH | 1743.00000 1743.00| 1660.00000 1660.00| 1900.00000 1900.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 , MODIFIED | | |
0030 601-06374 4.000 EACH | 813.75000 3255.00| 775.00000 3100.00| 890.00000 3560.00
GUARDRAIL TRANSITION, TGS-1 | | |
0031 601-94689 3.000 EACH | 2388.00000 7164.00| 2275.00000 6825.00| 2615.00000 7845.00
GUARDRAIL END TREATMENT, OS | | |
0032 601-99105 175.000 LFT | 15.25000 2668.75| 14.50000 2537.50| 16.50000 2887.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0033 605-06140 173.000 LFT | 25.00000 4325.00| 45.00000 7785.00| 20.00000 3460.00
CURB AND GUTTER, CONCRETE , MODIFIED | | |
0034 605-08636 12.000 LFT | 25.00000 300.00| 75.00000 900.00| 40.00000 480.00
CURB AND GUTTER, TURNOUT, COMBINED , | | |
MODIFIED | | |
0035 609-06257 148.000 SYS | 85.00000 12580.00| 83.06000 12292.88| 75.00000 11100.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0036 610-07486 94.000 TON | 85.00000 7990.00| 81.25000 7637.50| 79.00000 7426.00
HMA FOR APPROACHES, TYPE A | | |
0037 611-08232 2.000 EACH | 100.00000 200.00| 195.00000 390.00| 225.00000 450.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0038 615-06490 11.000 EACH | 128.00000 1408.00| 122.00000 1342.00| 138.00000 1518.00
RIGHT OF WAY MARKER | | |
0039 615-06495 1.000 EACH | 210.00000 210.00| 200.00000 200.00| 138.00000 138.00
RIGHT OF WAY MARKER, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -4
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06527 1.000 EACH | 600.00000 600.00| 550.00000 550.00| 635.00000 635.00
MONUMENT, SECTION CORNER | | |
0041 615-92498 1.000 EACH | 1000.00000 1000.00| 210.89000 210.89| 1000.00000 1000.00
BENCH MARK | | |
0042 616-02320 794.000 SYS | 3.25000 2580.50| 3.08000 2445.52| 3.00000 2382.00
GEOTEXTILES | | |
0043 616-06405 489.000 TON | 22.00000 10758.00| 27.53000 13462.17| 24.00000 11736.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 450.00000 900.00| 425.00000 850.00| 592.00000 1184.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-02770 127.000 SYS | 4.00000 508.00| 3.26000 414.02| 1.42000 180.34
EROSION CONTROL BLANKET | | |
0046 621-06545 0.100 TON | 2000.00000 200.00| 1840.00000 184.00| 750.00000 75.00
FERTILIZER | | |
0047 621-06557 49.000 LBS | 1.00000 49.00| 7.30000 357.70| 9.30000 455.70
SEED MIXTURE, T | | |
0048 621-06559 2967.000 SYS | 0.75000 2225.25| 0.48000 1424.16| 0.66000 1958.22
MULCHED SEEDING, R | | |
0049 621-06565 1.200 TON | 500.00000 600.00| 425.00000 510.00| 530.00000 636.00
MULCHING MATERIAL | | |
0050 621-06567 4.000 kGAL | 1.00000 4.00| 1.00000 4.00| 5.75000 23.00
WATER | | |
0051 621-06574 429.000 SYS | 3.50000 1501.50| 3.35000 1437.15| 3.15000 1351.35
SODDING | | |
0052 621-06575 666.000 SYS | 3.50000 2331.00| 3.35000 2231.10| 3.15000 2097.90
SODDING, NURSERY | | |
0053 622-91786 12.000 EACH | 25.00000 300.00| 19.50000 234.00| 7.85000 94.20
SEEDLING | | |
0054 622-98200 4.000 EACH | 50.00000 200.00| 40.00000 160.00| 69.00000 276.00
SIGN, DO NOT DISTURB | | |
0055 628-09402 10.000 MOS | 1500.00000 15000.00| 1928.37000 19283.70| 2200.00000 22000.00
FIELD OFFICE, B | | |
0056 701-51195 240.000 LFT | 75.00000 18000.00| 69.38000 16651.20| 75.00000 18000.00
PILE, STEEL H, HP 12" X 53 | | |
0057 701-91792 18.000 EACH | 125.00000 2250.00| 123.07000 2215.26| 100.00000 1800.00
PILE TIP, STEEL H | | |
0058 701-92043 112.000 LFT | 400.00000 44800.00| 364.52000 40826.24| 325.00000 36400.00
CORED HOLE IN ROCK, 18 IN. | | |
0059 701-97874 150.000 LFT | 200.00000 30000.00| 113.93000 17089.50| 405.00000 60750.00
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12" X 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -5
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 703-51030 16645.000 LBS | 0.85000 14148.25| 1.16000 19308.20| 0.67000 11152.15
REINFORCING STEEL | | |
0061 703-51032 27086.000 LBS | 0.92000 24919.12| 1.13000 30607.18| 0.73000 19772.78
REINFORCING STEEL, EPOXY COATED | | |
0062 704-51002 206.900 CYS | 500.00000 103450.00| 669.16000 138449.20| 450.00000 93105.00
CONCRETE, C, SUPERSTRUCTURE | | |
0063 706-06344 175.000 LFT | 60.00000 10500.00| 57.00000 9975.00| 75.00000 13125.00
RAILING, TS-1 | | |
0064 709-51821 LUMP | 3000.00000 3000.00| 1430.00000 1430.00| 2000.00000 2000.00
SURFACE SEAL | | |
0065 715-05048 10.000 LFT | 5.00000 50.00| 20.82000 208.20| 15.00000 150.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0066 715-05049 10.000 LFT | 5.00000 50.00| 22.00000 220.00| 20.00000 200.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0067 715-05051 10.000 LFT | 5.00000 50.00| 23.17000 231.70| 22.00000 220.00
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0068 715-05052 10.000 LFT | 5.00000 50.00| 24.35000 243.50| 25.00000 250.00
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0069 715-05169 37.000 LFT | 40.00000 1480.00| 45.25000 1674.25| 30.00000 1110.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0070 715-05208 10.000 LFT | 5.00000 50.00| 36.44000 364.40| 30.00000 300.00
PIPE, TYPE 4, CIRCULAR, 15 IN. | | |
0071 715-05209 10.000 LFT | 5.00000 50.00| 42.88000 428.80| 35.00000 350.00
PIPE, TYPE 4, CIRCULAR, 18 IN. | | |
0072 715-05211 10.000 LFT | 5.00000 50.00| 48.75000 487.50| 40.00000 400.00
PIPE, TYPE 4, CIRCULAR, 21 IN. | | |
0073 715-05212 10.000 LFT | 5.00000 50.00| 51.10000 511.00| 40.00000 400.00
PIPE, TYPE 4, CIRCULAR, 24 IN. | | |
0074 715-46005 2.000 EACH | 600.00000 1200.00| 360.37000 720.74| 275.00000 550.00
PIPE END SECTION, 15 IN. | | |
0075 801-03290 6.000 EACH | 225.00000 1350.00| 215.00000 1290.00| 250.00000 1500.00
CONSTRUCTION SIGN, C | | |
0076 801-04308 6.000 EACH | 415.00000 2490.00| 395.00000 2370.00| 455.00000 2730.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0077 801-06640 16.000 EACH | 175.00000 2800.00| 165.00000 2640.00| 190.00000 3040.00
CONSTRUCTION SIGN, A | | |
0078 801-06775 LUMP | 2500.00000 2500.00| 3936.64000 3936.64| 3000.00000 3000.00
MAINTAINING TRAFFIC | | |
0079 801-07118 48.000 LFT | 8.25000 396.00| 8.00000 384.00| 9.00000 432.00
BARRICADE, III-A | | |
0080 801-07119 128.000 LFT | 9.00000 1152.00| 8.75000 1120.00| 10.00000 1280.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -6
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 802-76025 6.300 SFT | 22.00000 138.60| 21.00000 132.30| 24.00000 151.20
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0082 802-76035 8.000 SFT | 21.00000 168.00| 20.00000 160.00| 23.00000 184.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0083 802-76055 38.000 LFT | 7.00000 266.00| 6.50000 247.00| 44.00000 1672.00
SIGN POST, A | | |
0084 802-91122 2.000 EACH | 160.00000 320.00| 150.00000 300.00| 175.00000 350.00
SIGN, GROUND MOUNTED, RESET | | |
0085 808-75067 14.000 LFT | 30.00000 420.00| 25.00000 350.00| 29.00000 406.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 548,882.87| $ 666,380.54| $ 672,420.34
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 548,882.87| $ 666,380.54| $ 672,420.34
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -7
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 31-1323837 |( 6 ) 35-1609544
|BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 6200.00000 6200.00| 14400.00000 14400.00| 6048.00000 6048.00
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 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 34000.00000 34000.00| 35000.00000 35000.00| 34519.00000 34519.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 12750.00000 12750.00| 9502.10000 9502.10| 12728.45000 12728.45
CLEARING RIGHT OF WAY | | |
0010 202-51330 LUMP | 49285.00000 49285.00| 50000.00000 50000.00| 89107.39000 89107.39
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 1526.000 CYS | 8.75000 13352.50| 15.50000 23653.00| 25.62000 39096.12
EXCAVATION, COMMON | | |
0012 203-02070 1146.000 CYS | 22.00000 25212.00| 13.00000 14898.00| 19.98000 22897.08
BORROW | | |
0013 203-51223 568.000 CYS | 13.00000 7384.00| 10.50000 5964.00| 25.31000 14376.08
EXCAVATION, WATERWAY | | |
0014 205-06931 27.000 TON | 65.00000 1755.00| 52.00000 1404.00| 33.82000 913.14
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06935 1.000 EACH | 125.00000 125.00| 1450.00000 1450.00| 2640.18000 2640.18
TEMPORARY SEDIMENT BASIN | | |
0016 205-06936 24.000 TON | 75.00000 1800.00| 38.00000 912.00| 40.48000 971.52
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 2044.000 LFT | 1.45000 2963.80| 1.50000 3066.00| 1.43000 2922.92
TEMPORARY SILT FENCE | | |
0018 207-08267 3422.000 SYS | 6.00000 20532.00| 8.00000 27376.00| 14.10000 48250.20
SUBGRADE TREATMENT, TYPE IIIA | | |
0019 211-09264 11.000 CYS | 36.50000 401.50| 36.00000 396.00| 40.48000 445.28
STRUCTURE BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -8
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 31-1323837 |( 6 ) 35-1609544
|BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09267 7.000 CYS | 135.00000 945.00| 110.00000 770.00| 117.36000 821.52
STRUCTURE BACKFILL, TYPE 4 | | |
0021 301-07448 914.000 TON | 24.00000 21936.00| 21.00000 19194.00| 17.31000 15821.34
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 24.000 CYS | 65.00000 1560.00| 50.00000 1200.00| 65.00000 1560.00
DENSE GRADED SUBBASE | | |
0023 303-01180 197.000 TON | 46.00000 9062.00| 29.00000 5713.00| 25.90000 5102.30
COMPACTED AGGREGATE, NO. 53 | | |
0024 303-07449 12.000 TON | 60.00000 720.00| 53.00000 636.00| 29.68000 356.16
COMPACTED AGGREGATE, NO. 73 | | |
0025 402-07432 215.000 TON | 75.00000 16125.00| 86.00000 18490.00| 71.28000 15325.20
HMA SURFACE, TYPE A | | |
0026 402-07435 362.000 TON | 54.00000 19548.00| 64.00000 23168.00| 53.28000 19287.36
HMA INTERMEDIATE, TYPE A | | |
0027 402-07440 590.000 TON | 50.00000 29500.00| 58.50000 34515.00| 48.60000 28674.00
HMA BASE, TYPE A | | |
0028 406-05521 5645.000 SYS | 0.12000 677.40| 0.14000 790.30| 0.12000 677.40
ASPHALT FOR TACK COAT | | |
0029 601-01839 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 1792.80000 1792.80
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 , MODIFIED | | |
0030 601-06374 4.000 EACH | 900.00000 3600.00| 925.00000 3700.00| 837.00000 3348.00
GUARDRAIL TRANSITION, TGS-1 | | |
0031 601-94689 3.000 EACH | 2500.00000 7500.00| 2700.00000 8100.00| 2457.00000 7371.00
GUARDRAIL END TREATMENT, OS | | |
0032 601-99105 175.000 LFT | 15.90000 2782.50| 17.00000 2975.00| 15.66000 2740.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0033 605-06140 173.000 LFT | 30.00000 5190.00| 23.00000 3979.00| 27.51000 4759.23
CURB AND GUTTER, CONCRETE , MODIFIED | | |
0034 605-08636 12.000 LFT | 225.00000 2700.00| 41.00000 492.00| 57.05000 684.60
CURB AND GUTTER, TURNOUT, COMBINED , | | |
MODIFIED | | |
0035 609-06257 148.000 SYS | 90.00000 13320.00| 65.00000 9620.00| 73.84000 10928.32
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0036 610-07486 94.000 TON | 90.00000 8460.00| 105.00000 9870.00| 87.75000 8248.50
HMA FOR APPROACHES, TYPE A | | |
0037 611-08232 2.000 EACH | 210.00000 420.00| 230.00000 460.00| 210.60000 421.20
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0038 615-06490 11.000 EACH | 134.00000 1474.00| 150.00000 1650.00| 131.76000 1449.36
RIGHT OF WAY MARKER | | |
0039 615-06495 1.000 EACH | 220.00000 220.00| 240.00000 240.00| 216.00000 216.00
RIGHT OF WAY MARKER, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -9
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 31-1323837 |( 6 ) 35-1609544
|BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06527 1.000 EACH | 600.00000 600.00| 675.00000 675.00| 594.00000 594.00
MONUMENT, SECTION CORNER | | |
0041 615-92498 1.000 EACH | 355.00000 355.00| 1000.00000 1000.00| 750.00000 750.00
BENCH MARK | | |
0042 616-02320 794.000 SYS | 2.10000 1667.40| 1.40000 1111.60| 1.88000 1492.72
GEOTEXTILES | | |
0043 616-06405 489.000 TON | 25.25000 12347.25| 22.00000 10758.00| 26.60000 13007.40
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 465.00000 930.00| 500.00000 1000.00| 459.00000 918.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-02770 127.000 SYS | 3.55000 450.85| 4.00000 508.00| 3.52000 447.04
EROSION CONTROL BLANKET | | |
0046 621-06545 0.100 TON | 2020.00000 202.00| 2200.00000 220.00| 1987.20000 198.72
FERTILIZER | | |
0047 621-06557 49.000 LBS | 8.00000 392.00| 9.25000 453.25| 7.88000 386.12
SEED MIXTURE, T | | |
0048 621-06559 2967.000 SYS | 0.55000 1631.85| 0.61000 1809.87| 0.52000 1542.84
MULCHED SEEDING, R | | |
0049 621-06565 1.200 TON | 460.00000 552.00| 525.00000 630.00| 459.00000 550.80
MULCHING MATERIAL | | |
0050 621-06567 4.000 kGAL | 1.10000 4.40| 1.15000 4.60| 1.08000 4.32
WATER | | |
0051 621-06574 429.000 SYS | 4.80000 2059.20| 4.00000 1716.00| 3.62000 1552.98
SODDING | | |
0052 621-06575 666.000 SYS | 4.80000 3196.80| 4.00000 2664.00| 3.62000 2410.92
SODDING, NURSERY | | |
0053 622-91786 12.000 EACH | 21.25000 255.00| 24.00000 288.00| 21.06000 252.72
SEEDLING | | |
0054 622-98200 4.000 EACH | 44.00000 176.00| 50.00000 200.00| 43.20000 172.80
SIGN, DO NOT DISTURB | | |
0055 628-09402 10.000 MOS | 1950.00000 19500.00| 2200.00000 22000.00| 2037.88000 20378.80
FIELD OFFICE, B | | |
0056 701-51195 240.000 LFT | 125.00000 30000.00| 80.00000 19200.00| 65.86000 15806.40
PILE, STEEL H, HP 12" X 53 | | |
0057 701-91792 18.000 EACH | 150.00000 2700.00| 105.00000 1890.00| 100.80000 1814.40
PILE TIP, STEEL H | | |
0058 701-92043 112.000 LFT | 325.00000 36400.00| 375.00000 42000.00| 342.85000 38399.20
CORED HOLE IN ROCK, 18 IN. | | |
0059 701-97874 150.000 LFT | 155.00000 23250.00| 100.00000 15000.00| 130.09000 19513.50
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12" X 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -10
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 31-1323837 |( 6 ) 35-1609544
|BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 703-51030 16645.000 LBS | 0.90000 14980.50| 0.80000 13316.00| 0.77000 12816.65
REINFORCING STEEL | | |
0061 703-51032 27086.000 LBS | 0.90000 24377.40| 0.86000 23293.96| 0.84000 22752.24
REINFORCING STEEL, EPOXY COATED | | |
0062 704-51002 206.900 CYS | 625.00000 129312.50| 770.00000 159313.00| 451.86000 93489.83
CONCRETE, C, SUPERSTRUCTURE | | |
0063 706-06344 175.000 LFT | 62.00000 10850.00| 80.00000 14000.00| 61.56000 10773.00
RAILING, TS-1 | | |
0064 709-51821 LUMP | 3050.00000 3050.00| 1700.00000 1700.00| 1544.40000 1544.40
SURFACE SEAL | | |
0065 715-05048 10.000 LFT | 35.00000 350.00| 33.00000 330.00| 11.60000 116.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0066 715-05049 10.000 LFT | 40.00000 400.00| 35.00000 350.00| 23.20000 232.00
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0067 715-05051 10.000 LFT | 42.00000 420.00| 32.00000 320.00| 29.68000 296.80
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0068 715-05052 10.000 LFT | 43.00000 430.00| 40.00000 400.00| 41.27000 412.70
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0069 715-05169 37.000 LFT | 45.00000 1665.00| 31.00000 1147.00| 41.36000 1530.32
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0070 715-05208 10.000 LFT | 45.00000 450.00| 13.50000 135.00| 50.18000 501.80
PIPE, TYPE 4, CIRCULAR, 15 IN. | | |
0071 715-05209 10.000 LFT | 46.00000 460.00| 27.00000 270.00| 59.35000 593.50
PIPE, TYPE 4, CIRCULAR, 18 IN. | | |
0072 715-05211 10.000 LFT | 47.00000 470.00| 37.00000 370.00| 74.19000 741.90
PIPE, TYPE 4, CIRCULAR, 21 IN. | | |
0073 715-05212 10.000 LFT | 50.00000 500.00| 40.00000 400.00| 89.03000 890.30
PIPE, TYPE 4, CIRCULAR, 24 IN. | | |
0074 715-46005 2.000 EACH | 257.53000 515.06| 400.00000 800.00| 307.55000 615.10
PIPE END SECTION, 15 IN. | | |
0075 801-03290 6.000 EACH | 235.83000 1414.98| 300.00000 1800.00| 318.60000 1911.60
CONSTRUCTION SIGN, C | | |
0076 801-04308 6.000 EACH | 433.26000 2599.56| 425.00000 2550.00| 318.60000 1911.60
ROAD CLOSURE SIGN ASSEMBLY | | |
0077 801-06640 16.000 EACH | 180.99000 2895.84| 180.00000 2880.00| 182.52000 2920.32
CONSTRUCTION SIGN, A | | |
0078 801-06775 LUMP | 21924.72000 21924.72| 1300.00000 1300.00| 7484.88000 7484.88
MAINTAINING TRAFFIC | | |
0079 801-07118 48.000 LFT | 8.75000 420.00| 17.00000 816.00| 15.12000 725.76
BARRICADE, III-A | | |
0080 801-07119 128.000 LFT | 9.60000 1228.80| 19.50000 2496.00| 17.28000 2211.84
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -11
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1128289 |( 5 ) 31-1323837 |( 6 ) 35-1609544
|BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 802-76025 6.300 SFT | 23.00000 144.90| 26.00000 163.80| 22.68000 142.88
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0082 802-76035 8.000 SFT | 22.00000 176.00| 25.00000 200.00| 21.60000 172.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0083 802-76055 38.000 LFT | 7.10000 269.80| 8.00000 304.00| 7.02000 266.76
SIGN POST, A | | |
0084 802-91122 2.000 EACH | 165.00000 330.00| 180.00000 360.00| 162.00000 324.00
SIGN, GROUND MOUNTED, RESET | | |
0085 808-75067 14.000 LFT | 27.50000 385.00| 30.00000 420.00| 22.68000 317.52
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 680,196.51| $ 688,152.48| $ 690,396.33
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 680,196.51| $ 688,152.48| $ 690,396.33
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -12
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1618530 |( )
|CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 5600.00000 5600.00| 8000.00000 8000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 35000.00000 35000.00| 36093.90000 36093.90|
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 13000.00000 13000.00| 14437.56000 14437.56|
CLEARING RIGHT OF WAY | | |
0010 202-51330 LUMP | 60000.00000 60000.00| 35000.00000 35000.00|
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 1526.000 CYS | 25.00000 38150.00| 15.00000 22890.00|
EXCAVATION, COMMON | | |
0012 203-02070 1146.000 CYS | 17.00000 19482.00| 21.00000 24066.00|
BORROW | | |
0013 203-51223 568.000 CYS | 16.00000 9088.00| 20.00000 11360.00|
EXCAVATION, WATERWAY | | |
0014 205-06931 27.000 TON | 38.00000 1026.00| 40.00000 1080.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0015 205-06935 1.000 EACH | 1100.00000 1100.00| 7000.00000 7000.00|
TEMPORARY SEDIMENT BASIN | | |
0016 205-06936 24.000 TON | 32.00000 768.00| 40.00000 960.00|
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 2044.000 LFT | 1.32000 2698.08| 1.32000 2698.08|
TEMPORARY SILT FENCE | | |
0018 207-08267 3422.000 SYS | 7.00000 23954.00| 10.00000 34220.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0019 211-09264 11.000 CYS | 21.00000 231.00| 50.00000 550.00|
STRUCTURE BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -13
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1618530 |( )
|CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09267 7.000 CYS | 90.00000 630.00| 150.00000 1050.00|
STRUCTURE BACKFILL, TYPE 4 | | |
0021 301-07448 914.000 TON | 15.00000 13710.00| 20.00000 18280.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 24.000 CYS | 54.00000 1296.00| 80.00000 1920.00|
DENSE GRADED SUBBASE | | |
0023 303-01180 197.000 TON | 15.00000 2955.00| 30.00000 5910.00|
COMPACTED AGGREGATE, NO. 53 | | |
0024 303-07449 12.000 TON | 30.00000 360.00| 30.00000 360.00|
COMPACTED AGGREGATE, NO. 73 | | |
0025 402-07432 215.000 TON | 81.00000 17415.00| 66.00000 14190.00|
HMA SURFACE, TYPE A | | |
0026 402-07435 362.000 TON | 66.00000 23892.00| 49.30000 17846.60|
HMA INTERMEDIATE, TYPE A | | |
0027 402-07440 590.000 TON | 55.00000 32450.00| 45.00000 26550.00|
HMA BASE, TYPE A | | |
0028 406-05521 5645.000 SYS | 0.10000 564.50| 0.11000 620.95|
ASPHALT FOR TACK COAT | | |
0029 601-01839 1.000 EACH | 1660.00000 1660.00| 1660.00000 1660.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 , MODIFIED | | |
0030 601-06374 4.000 EACH | 775.00000 3100.00| 775.00000 3100.00|
GUARDRAIL TRANSITION, TGS-1 | | |
0031 601-94689 3.000 EACH | 2275.00000 6825.00| 2275.00000 6825.00|
GUARDRAIL END TREATMENT, OS | | |
0032 601-99105 175.000 LFT | 14.50000 2537.50| 14.50000 2537.50|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0033 605-06140 173.000 LFT | 40.00000 6920.00| 40.00000 6920.00|
CURB AND GUTTER, CONCRETE , MODIFIED | | |
0034 605-08636 12.000 LFT | 49.00000 588.00| 150.00000 1800.00|
CURB AND GUTTER, TURNOUT, COMBINED , | | |
MODIFIED | | |
0035 609-06257 148.000 SYS | 100.00000 14800.00| 95.00000 14060.00|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0036 610-07486 94.000 TON | 100.00000 9400.00| 81.25000 7637.50|
HMA FOR APPROACHES, TYPE A | | |
0037 611-08232 2.000 EACH | 195.00000 390.00| 195.00000 390.00|
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0038 615-06490 11.000 EACH | 122.00000 1342.00| 122.00000 1342.00|
RIGHT OF WAY MARKER | | |
0039 615-06495 1.000 EACH | 200.00000 200.00| 200.00000 200.00|
RIGHT OF WAY MARKER, RESET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -14
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1618530 |( )
|CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06527 1.000 EACH | 550.00000 550.00| 550.00000 550.00|
MONUMENT, SECTION CORNER | | |
0041 615-92498 1.000 EACH | 100.00000 100.00| 400.00000 400.00|
BENCH MARK | | |
0042 616-02320 794.000 SYS | 3.00000 2382.00| 3.00000 2382.00|
GEOTEXTILES | | |
0043 616-06405 489.000 TON | 26.00000 12714.00| 25.00000 12225.00|
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 425.00000 850.00| 425.00000 850.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-02770 127.000 SYS | 3.26000 414.02| 3.26000 414.02|
EROSION CONTROL BLANKET | | |
0046 621-06545 0.100 TON | 1840.00000 184.00| 1840.00000 184.00|
FERTILIZER | | |
0047 621-06557 49.000 LBS | 7.30000 357.70| 7.30000 357.70|
SEED MIXTURE, T | | |
0048 621-06559 2967.000 SYS | 0.48000 1424.16| 0.48000 1424.16|
MULCHED SEEDING, R | | |
0049 621-06565 1.200 TON | 425.00000 510.00| 425.00000 510.00|
MULCHING MATERIAL | | |
0050 621-06567 4.000 kGAL | 1.00000 4.00| 1.00000 4.00|
WATER | | |
0051 621-06574 429.000 SYS | 3.35000 1437.15| 3.35000 1437.15|
SODDING | | |
0052 621-06575 666.000 SYS | 3.35000 2231.10| 3.35000 2231.10|
SODDING, NURSERY | | |
0053 622-91786 12.000 EACH | 19.50000 234.00| 19.50000 234.00|
SEEDLING | | |
0054 622-98200 4.000 EACH | 40.00000 160.00| 40.00000 160.00|
SIGN, DO NOT DISTURB | | |
0055 628-09402 10.000 MOS | 2500.00000 25000.00| 2500.00000 25000.00|
FIELD OFFICE, B | | |
0056 701-51195 240.000 LFT | 50.00000 12000.00| 125.00000 30000.00|
PILE, STEEL H, HP 12" X 53 | | |
0057 701-91792 18.000 EACH | 120.00000 2160.00| 125.00000 2250.00|
PILE TIP, STEEL H | | |
0058 701-92043 112.000 LFT | 365.00000 40880.00| 350.00000 39200.00|
CORED HOLE IN ROCK, 18 IN. | | |
0059 701-97874 150.000 LFT | 170.00000 25500.00| 350.00000 52500.00|
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12" X 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -15
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1618530 |( )
|CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 703-51030 16645.000 LBS | 1.01000 16811.45| 1.00000 16645.00|
REINFORCING STEEL | | |
0061 703-51032 27086.000 LBS | 1.01000 27356.86| 1.00000 27086.00|
REINFORCING STEEL, EPOXY COATED | | |
0062 704-51002 206.900 CYS | 650.00000 134485.00| 700.00000 144830.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0063 706-06344 175.000 LFT | 64.42000 11273.50| 75.00000 13125.00|
RAILING, TS-1 | | |
0064 709-51821 LUMP | 1430.00000 1430.00| 1430.00000 1430.00|
SURFACE SEAL | | |
0065 715-05048 10.000 LFT | 35.00000 350.00| 20.00000 200.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0066 715-05049 10.000 LFT | 40.00000 400.00| 21.00000 210.00|
PIPE, TYPE 4, CIRCULAR, 8 IN. | | |
0067 715-05051 10.000 LFT | 40.00000 400.00| 22.00000 220.00|
PIPE, TYPE 4, CIRCULAR, 10 IN. | | |
0068 715-05052 10.000 LFT | 48.00000 480.00| 23.00000 230.00|
PIPE, TYPE 4, CIRCULAR, 12 IN. | | |
0069 715-05169 37.000 LFT | 36.00000 1332.00| 50.00000 1850.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0070 715-05208 10.000 LFT | 47.00000 470.00| 24.00000 240.00|
PIPE, TYPE 4, CIRCULAR, 15 IN. | | |
0071 715-05209 10.000 LFT | 49.00000 490.00| 26.00000 260.00|
PIPE, TYPE 4, CIRCULAR, 18 IN. | | |
0072 715-05211 10.000 LFT | 52.00000 520.00| 32.00000 320.00|
PIPE, TYPE 4, CIRCULAR, 21 IN. | | |
0073 715-05212 10.000 LFT | 58.00000 580.00| 46.46000 464.60|
PIPE, TYPE 4, CIRCULAR, 24 IN. | | |
0074 715-46005 2.000 EACH | 500.00000 1000.00| 450.00000 900.00|
PIPE END SECTION, 15 IN. | | |
0075 801-03290 6.000 EACH | 215.00000 1290.00| 215.00000 1290.00|
CONSTRUCTION SIGN, C | | |
0076 801-04308 6.000 EACH | 395.00000 2370.00| 395.00000 2370.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0077 801-06640 16.000 EACH | 165.00000 2640.00| 165.00000 2640.00|
CONSTRUCTION SIGN, A | | |
0078 801-06775 LUMP | 10497.68000 10497.68| 1000.00000 1000.00|
MAINTAINING TRAFFIC | | |
0079 801-07118 48.000 LFT | 8.00000 384.00| 8.00000 384.00|
BARRICADE, III-A | | |
0080 801-07119 128.000 LFT | 8.75000 1120.00| 8.75000 1120.00|
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 450 -16
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : B -29658-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1151771 |( 8 ) 35-1618530 |( )
|CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 802-76025 6.300 SFT | 21.00000 132.30| 21.00000 132.30|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0082 802-76035 8.000 SFT | 20.00000 160.00| 20.00000 160.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0083 802-76055 38.000 LFT | 6.50000 247.00| 6.50000 247.00|
SIGN POST, A | | |
0084 802-91122 2.000 EACH | 150.00000 300.00| 150.00000 300.00|
SIGN, GROUND MOUNTED, RESET | | |
0085 808-75067 14.000 LFT | 25.00000 350.00| 25.00000 350.00|
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 697,100.00| $ 721,878.12| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 697,100.00| $ 721,878.12| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -1
VENDOR RANKING
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 11/15/10
LOCATION : ON 281ST STREET OVER DUCK CREEK PROJECT(S) : 9929043
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1310611 DUNCAN ROBERTSON INC $ 678,710.54 100.0000%
2 35-1385672 FORCE CONSTRUCTION CO INC $ 714,758.99 105.3113%
3 35-1381845 HARVEY GEORGE R & SON INC $ 732,122.16 107.8696%
4 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 805,800.00 118.7251%
5 35-1128289 BEATY CONSTRUCTION INC $ 836,718.24 123.2806%
6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 869,748.38 128.1472%
7 35-1609544 SCHUTT-LOOKABILL CO $ 872,085.94 128.4916%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 947,720.51 139.6354%
9 90-0177865 HIS CONSTRUCTORS LLC $ 1,029,000.00 151.6110%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -2
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 4837.00000 4837.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 35000.00000 35000.00| 38090.00000 38090.00| 36500.00000 36500.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 21000.00000 21000.00| 6343.54000 6343.54| 12300.00000 12300.00
CLEARING RIGHT OF WAY | | |
0009 202-51330 LUMP | 20000.00000 20000.00| 33435.00000 33435.00| 20000.00000 20000.00
PRESENT STRUCTURE, REMOVE | | |
0010 203-02000 690.000 CYS | 10.00000 6900.00| 19.49000 13448.10| 12.50000 8625.00
EXCAVATION, COMMON | | |
0011 203-02070 1865.000 CYS | 10.00000 18650.00| 19.45000 36274.25| 12.50000 23312.50
BORROW | | |
0012 205-02459 LUMP | 500.00000 500.00| 817.85000 817.85| 2000.00000 2000.00
EROSION CONTROL , SILT BASIN | | |
0013 205-02770 433.000 SYS | 1.30000 562.90| 1.20000 519.60| 1.40000 606.20
EROSION CONTROL BLANKET | | |
0014 205-04931 2.000 EACH | 500.00000 1000.00| 709.69000 1419.38| 500.00000 1000.00
SEDIMENT TRAP , TEMPORARY | | |
0015 205-06931 11.000 TON | 15.00000 165.00| 47.51000 522.61| 45.00000 495.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06932 112.500 LFT | 1.00000 112.50| 10.55000 1186.88| 13.00000 1462.50
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 1.000 EACH | 50.00000 50.00| 178.00000 178.00| 200.00000 200.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 802.000 LFT | 1.00000 802.00| 1.38000 1106.76| 1.60000 1283.20
TEMPORARY SILT FENCE | | |
0019 206-51220 80.000 CYS | 100.00000 8000.00| 21.50000 1720.00| 650.00000 52000.00
EXCAVATION, WET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -3
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08264 1486.000 SYS | 5.00000 7430.00| 11.75000 17460.50| 7.00000 10402.00
SUBGRADE TREATMENT, TYPE II | | |
0021 211-06467 16.600 CYS | 50.00000 830.00| 66.50000 1103.90| 50.00000 830.00
AGGREGATE FOR END BENT BACKFILL | | |
0022 211-09264 38.800 CYS | 40.00000 1552.00| 55.32000 2146.42| 22.00000 853.60
STRUCTURE BACKFILL, TYPE 1 | | |
0023 301-07448 693.000 TON | 17.50000 12127.50| 19.41000 13451.13| 20.00000 13860.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-07455 32.000 CYS | 40.00000 1280.00| 41.55000 1329.60| 40.00000 1280.00
DENSE GRADED SUBBASE | | |
0025 303-07449 900.000 TON | 17.50000 15750.00| 17.66000 15894.00| 25.00000 22500.00
COMPACTED AGGREGATE, NO. 73 | | |
0026 304-07492 5.000 TON | 210.00000 1050.00| 200.00000 1000.00| 450.00000 2250.00
WIDENING WITH HMA, TYPE A | | |
0027 306-08034 663.000 SYS | 5.00000 3315.00| 4.82000 3195.66| 9.00000 5967.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 402-07432 150.000 TON | 82.00000 12300.00| 78.00000 11700.00| 99.00000 14850.00
HMA SURFACE, TYPE A | | |
0029 402-07435 248.000 TON | 57.75000 14322.00| 55.00000 13640.00| 72.00000 17856.00
HMA INTERMEDIATE, TYPE A | | |
0030 406-05521 2223.000 SYS | 0.13000 288.99| 0.12000 266.76| 0.11000 244.53
ASPHALT FOR TACK COAT | | |
0031 601-06037 4.000 EACH | 900.00000 3600.00| 850.00000 3400.00| 975.00000 3900.00
GUARDRAIL END TREATMENT, I | | |
0032 601-06374 4.000 EACH | 800.00000 3200.00| 750.00000 3000.00| 860.00000 3440.00
GUARDRAIL TRANSITION, TGS-1 | | |
0033 601-99105 331.250 LFT | 18.00000 5962.50| 17.00000 5631.25| 19.50000 6459.38
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 609-06257 188.000 SYS | 85.00000 15980.00| 74.93000 14086.84| 75.00000 14100.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0035 610-07486 91.000 TON | 95.00000 8645.00| 90.00000 8190.00| 115.00000 10465.00
HMA FOR APPROACHES, TYPE A | | |
0036 611-06497 1.000 EACH | 125.00000 125.00| 185.00000 185.00| 210.00000 210.00
MAILBOX ASSEMBLY, SINGLE | | |
0037 615-06490 11.000 EACH | 100.00000 1100.00| 122.00000 1342.00| 140.00000 1540.00
RIGHT OF WAY MARKER | | |
0038 615-92498 1.000 EACH | 100.00000 100.00| 825.00000 825.00| 1000.00000 1000.00
BENCH MARK | | |
0039 616-02320 1203.000 SYS | 3.25000 3909.75| 1.97000 2369.91| 3.00000 3609.00
GEOTEXTILES | | |
0040 616-06405 690.000 TON | 22.00000 15180.00| 26.89000 18554.10| 25.00000 17250.00
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -4
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 616-06451 52.000 TON | 22.00000 1144.00| 27.68000 1439.36| 30.00000 1560.00
RIPRAP, UNIFORM | | |
0042 621-01004 1.000 EACH | 1000.00000 1000.00| 770.00000 770.00| 885.00000 885.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-06559 3024.000 SYS | 0.65000 1965.60| 0.57000 1723.68| 0.65000 1965.60
MULCHED SEEDING, R | | |
0044 622-05642 23.000 EACH | 60.00000 1380.00| 50.00000 1150.00| 84.00000 1932.00
PLANT, DECIDUOUS SHRUB, OVER 48 IN. | | |
0045 622-98200 4.000 EACH | 80.00000 320.00| 72.50000 290.00| 40.00000 160.00
SIGN, DO NOT DISTURB | | |
0046 628-09402 9.000 MOS | 1500.00000 13500.00| 1509.81000 13588.29| 2200.00000 19800.00
FIELD OFFICE, B | | |
0047 701-51195 1010.000 LFT | 40.00000 40400.00| 48.07000 48550.70| 45.00000 45450.00
PILE, STEEL H, HP 12" X 53 | | |
0048 701-91792 24.000 EACH | 125.00000 3000.00| 111.88000 2685.12| 100.00000 2400.00
PILE TIP, STEEL H | | |
0049 702-51005 98.400 CYS | 450.00000 44280.00| 689.07000 67804.49| 500.00000 49200.00
CONCRETE, A, SUBSTRUCTURE | | |
0050 702-51015 7.400 CYS | 1000.00000 7400.00| 559.97000 4143.78| 835.00000 6179.00
CONCRETE, B, FOOTINGS | | |
0051 703-06029 41772.000 LBS | 0.90000 37594.80| 1.07000 44696.04| 0.80000 33417.60
REINFORCING BARS, EPOXY COATED | | |
0052 704-51002 152.900 CYS | 400.00000 61160.00| 519.11000 79371.92| 450.00000 68805.00
CONCRETE, C, SUPERSTRUCTURE | | |
0053 706-06344 237.500 LFT | 62.00000 14725.00| 58.25000 13834.38| 77.00000 18287.50
RAILING, TS-1 | | |
0054 707-09029 3458.000 SFT | 50.00000 172900.00| 36.22000 125248.76| 38.25000 132268.50
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 12 IN. X 48 IN. | | |
0055 709-51821 LUMP | 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00
SURFACE SEAL | | |
0056 715-05119 77.000 LFT | 35.00000 2695.00| 32.92000 2534.84| 25.00000 1925.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0057 715-05169 130.000 LFT | 35.00000 4550.00| 22.23000 2889.90| 25.00000 3250.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0058 715-05407 100.000 LFT | 10.00000 1000.00| 8.76000 876.00| 10.00000 1000.00
PIPE, END BENT DRAIN, 6 IN. | | |
0059 715-46005 6.000 EACH | 300.00000 1800.00| 341.73000 2050.38| 275.00000 1650.00
PIPE END SECTION, 15 IN. | | |
0060 720-45030 1.000 EACH | 1500.00000 1500.00| 1736.11000 1736.11| 900.00000 900.00
INLET, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -5
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1381845
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |HARVEY GEORGE R & SON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 721-09548 1.000 EACH | 750.00000 750.00| 288.77000 288.77| 850.00000 850.00
AUTOMATIC DRAINAGE GATE , 15 IN X 15 IN | | |
0062 801-03290 5.000 EACH | 250.00000 1250.00| 235.00000 1175.00| 270.00000 1350.00
CONSTRUCTION SIGN, C | | |
0063 801-04308 6.000 EACH | 400.00000 2400.00| 375.00000 2250.00| 430.00000 2580.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 23.000 EACH | 100.00000 2300.00| 95.00000 2185.00| 110.00000 2530.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 26.000 EACH | 135.00000 3510.00| 127.00000 3302.00| 146.00000 3796.00
CONSTRUCTION SIGN, A | | |
0066 801-06645 3.000 EACH | 55.00000 165.00| 50.00000 150.00| 58.00000 174.00
CONSTRUCTION SIGN, B | | |
0067 801-06775 LUMP | 3000.00000 3000.00| 5350.00000 5350.00| 40.00000 40.00
MAINTAINING TRAFFIC | | |
0068 801-07118 72.000 LFT | 9.50000 684.00| 9.00000 648.00| 10.00000 720.00
BARRICADE, III-A | | |
0069 801-07119 72.000 LFT | 13.00000 936.00| 12.50000 900.00| 14.50000 1044.00
BARRICADE, III-B | | |
0070 802-05701 39.000 LFT | 13.75000 536.25| 13.50000 526.50| 15.50000 604.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76020 23.750 SFT | 25.00000 593.75| 21.50000 510.63| 25.00000 593.75
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0072 808-06713 1410.000 LFT | 0.35000 493.50| 0.33000 465.30| 0.38000 535.80
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0073 808-06714 1350.000 LFT | 0.35000 472.50| 0.33000 445.50| 0.38000 513.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0074 808-75067 30.000 LFT | 17.00000 510.00| 16.75000 502.50| 20.00000 600.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 678,710.54| $ 714,758.99| $ 732,122.16
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 678,710.54| $ 714,758.99| $ 732,122.16
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -6
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1128289 |( 6 ) 31-1323837
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 5700.00000 5700.00| 6400.00000 6400.00| 9000.00000 9000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 40000.00000 40000.00| 44500.00000 44500.00| 43000.00000 43000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 7150.76000 7150.76| 17800.00000 17800.00| 20300.00000 20300.00
CLEARING RIGHT OF WAY | | |
0009 202-51330 LUMP | 42000.00000 42000.00| 31565.00000 31565.00| 41650.00000 41650.00
PRESENT STRUCTURE, REMOVE | | |
0010 203-02000 690.000 CYS | 27.00000 18630.00| 5.50000 3795.00| 15.00000 10350.00
EXCAVATION, COMMON | | |
0011 203-02070 1865.000 CYS | 14.00000 26110.00| 13.00000 24245.00| 23.00000 42895.00
BORROW | | |
0012 205-02459 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 3700.00000 3700.00
EROSION CONTROL , SILT BASIN | | |
0013 205-02770 433.000 SYS | 1.20000 519.60| 1.25000 541.25| 5.20000 2251.60
EROSION CONTROL BLANKET | | |
0014 205-04931 2.000 EACH | 800.00000 1600.00| 300.00000 600.00| 170.00000 340.00
SEDIMENT TRAP , TEMPORARY | | |
0015 205-06931 11.000 TON | 39.00000 429.00| 85.00000 935.00| 44.00000 484.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06932 112.500 LFT | 10.55000 1186.88| 11.00000 1237.50| 6.00000 675.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 1.000 EACH | 178.00000 178.00| 125.00000 125.00| 125.00000 125.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 802.000 LFT | 1.39000 1114.78| 1.50000 1203.00| 1.35000 1082.70
TEMPORARY SILT FENCE | | |
0019 206-51220 80.000 CYS | 50.00000 4000.00| 850.00000 68000.00| 10.00000 800.00
EXCAVATION, WET | | |
0020 207-08264 1486.000 SYS | 6.00000 8916.00| 18.30000 27193.80| 5.30000 7875.80
SUBGRADE TREATMENT, TYPE II | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -7
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1128289 |( 6 ) 31-1323837
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 211-06467 16.600 CYS | 39.00000 647.40| 88.50000 1469.10| 80.00000 1328.00
AGGREGATE FOR END BENT BACKFILL | | |
0022 211-09264 38.800 CYS | 32.00000 1241.60| 32.00000 1241.60| 55.00000 2134.00
STRUCTURE BACKFILL, TYPE 1 | | |
0023 301-07448 693.000 TON | 14.00000 9702.00| 22.00000 15246.00| 25.00000 17325.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-07455 32.000 CYS | 56.00000 1792.00| 73.75000 2360.00| 60.00000 1920.00
DENSE GRADED SUBBASE | | |
0025 303-07449 900.000 TON | 22.00000 19800.00| 20.80000 18720.00| 31.00000 27900.00
COMPACTED AGGREGATE, NO. 73 | | |
0026 304-07492 5.000 TON | 250.00000 1250.00| 250.00000 1250.00| 230.00000 1150.00
WIDENING WITH HMA, TYPE A | | |
0027 306-08034 663.000 SYS | 7.00000 4641.00| 8.50000 5635.50| 8.50000 5635.50
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 402-07432 150.000 TON | 80.00000 12000.00| 82.00000 12300.00| 99.00000 14850.00
HMA SURFACE, TYPE A | | |
0029 402-07435 248.000 TON | 75.00000 18600.00| 58.00000 14384.00| 70.00000 17360.00
HMA INTERMEDIATE, TYPE A | | |
0030 406-05521 2223.000 SYS | 0.25000 555.75| 0.12000 266.76| 0.15000 333.45
ASPHALT FOR TACK COAT | | |
0031 601-06037 4.000 EACH | 850.00000 3400.00| 900.00000 3600.00| 975.00000 3900.00
GUARDRAIL END TREATMENT, I | | |
0032 601-06374 4.000 EACH | 750.00000 3000.00| 800.00000 3200.00| 875.00000 3500.00
GUARDRAIL TRANSITION, TGS-1 | | |
0033 601-99105 331.250 LFT | 17.00000 5631.25| 18.00000 5962.50| 19.50000 6459.38
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 609-06257 188.000 SYS | 90.00000 16920.00| 90.00000 16920.00| 70.00000 13160.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0035 610-07486 91.000 TON | 100.00000 9100.00| 95.00000 8645.00| 115.00000 10465.00
HMA FOR APPROACHES, TYPE A | | |
0036 611-06497 1.000 EACH | 185.00000 185.00| 200.00000 200.00| 210.00000 210.00
MAILBOX ASSEMBLY, SINGLE | | |
0037 615-06490 11.000 EACH | 122.00000 1342.00| 125.00000 1375.00| 140.00000 1540.00
RIGHT OF WAY MARKER | | |
0038 615-92498 1.000 EACH | 825.00000 825.00| 870.00000 870.00| 950.00000 950.00
BENCH MARK | | |
0039 616-02320 1203.000 SYS | 3.00000 3609.00| 2.00000 2406.00| 1.00000 1203.00
GEOTEXTILES | | |
0040 616-06405 690.000 TON | 27.00000 18630.00| 25.00000 17250.00| 26.00000 17940.00
RIPRAP, REVETMENT | | |
0041 616-06451 52.000 TON | 30.00000 1560.00| 25.00000 1300.00| 8.00000 416.00
RIPRAP, UNIFORM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -8
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1128289 |( 6 ) 31-1323837
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 621-01004 1.000 EACH | 770.00000 770.00| 815.00000 815.00| 875.00000 875.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-06559 3024.000 SYS | 0.57000 1723.68| 0.60000 1814.40| 0.70000 2116.80
MULCHED SEEDING, R | | |
0044 622-05642 23.000 EACH | 50.00000 1150.00| 55.00000 1265.00| 61.00000 1403.00
PLANT, DECIDUOUS SHRUB, OVER 48 IN. | | |
0045 622-98200 4.000 EACH | 72.50000 290.00| 78.00000 312.00| 88.00000 352.00
SIGN, DO NOT DISTURB | | |
0046 628-09402 9.000 MOS | 2500.00000 22500.00| 1950.00000 17550.00| 2100.00000 18900.00
FIELD OFFICE, B | | |
0047 701-51195 1010.000 LFT | 75.00000 75750.00| 52.00000 52520.00| 49.00000 49490.00
PILE, STEEL H, HP 12" X 53 | | |
0048 701-91792 24.000 EACH | 130.00000 3120.00| 125.00000 3000.00| 110.00000 2640.00
PILE TIP, STEEL H | | |
0049 702-51005 98.400 CYS | 540.00000 53136.00| 800.00000 78720.00| 590.00000 58056.00
CONCRETE, A, SUBSTRUCTURE | | |
0050 702-51015 7.400 CYS | 540.00000 3996.00| 700.00000 5180.00| 350.00000 2590.00
CONCRETE, B, FOOTINGS | | |
0051 703-06029 41772.000 LBS | 0.96000 40101.12| 0.85000 35506.20| 0.95000 39683.40
REINFORCING BARS, EPOXY COATED | | |
0052 704-51002 152.900 CYS | 540.00000 82566.00| 600.00000 91740.00| 440.00000 67276.00
CONCRETE, C, SUPERSTRUCTURE | | |
0053 706-06344 237.500 LFT | 65.54000 15565.75| 62.00000 14725.00| 78.00000 18525.00
RAILING, TS-1 | | |
0054 707-09029 3458.000 SFT | 52.00000 179816.00| 39.00000 134862.00| 70.00000 242060.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 12 IN. X 48 IN. | | |
0055 709-51821 LUMP | 2098.00000 2098.00| 2100.00000 2100.00| 2300.00000 2300.00
SURFACE SEAL | | |
0056 715-05119 77.000 LFT | 35.00000 2695.00| 28.50000 2194.50| 22.25000 1713.25
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0057 715-05169 130.000 LFT | 35.00000 4550.00| 35.00000 4550.00| 26.00000 3380.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0058 715-05407 100.000 LFT | 13.00000 1300.00| 6.00000 600.00| 3.00000 300.00
PIPE, END BENT DRAIN, 6 IN. | | |
0059 715-46005 6.000 EACH | 690.00000 4140.00| 250.00000 1500.00| 600.00000 3600.00
PIPE END SECTION, 15 IN. | | |
0060 720-45030 1.000 EACH | 1500.00000 1500.00| 1200.00000 1200.00| 1400.00000 1400.00
INLET, E7 | | |
0061 721-09548 1.000 EACH | 500.00000 500.00| 1500.00000 1500.00| 250.00000 250.00
AUTOMATIC DRAINAGE GATE , 15 IN X 15 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -9
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( 5 ) 35-1128289 |( 6 ) 31-1323837
|CALUMET CIVIL CONTRACTORS IN |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 801-03290 5.000 EACH | 235.00000 1175.00| 250.00000 1250.00| 270.00000 1350.00
CONSTRUCTION SIGN, C | | |
0063 801-04308 6.000 EACH | 375.00000 2250.00| 400.00000 2400.00| 425.00000 2550.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 23.000 EACH | 95.00000 2185.00| 100.00000 2300.00| 110.00000 2530.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 26.000 EACH | 127.00000 3302.00| 135.00000 3510.00| 150.00000 3900.00
CONSTRUCTION SIGN, A | | |
0066 801-06645 3.000 EACH | 50.00000 150.00| 52.00000 156.00| 59.00000 177.00
CONSTRUCTION SIGN, B | | |
0067 801-06775 LUMP | 2500.00000 2500.00| 7000.00000 7000.00| 3300.00000 3300.00
MAINTAINING TRAFFIC | | |
0068 801-07118 72.000 LFT | 9.00000 648.00| 9.50000 684.00| 11.00000 792.00
BARRICADE, III-A | | |
0069 801-07119 72.000 LFT | 12.50000 900.00| 13.00000 936.00| 15.00000 1080.00
BARRICADE, III-B | | |
0070 802-05701 39.000 LFT | 13.50000 526.50| 14.25000 555.75| 16.00000 624.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76020 23.750 SFT | 21.50000 510.63| 22.50000 534.38| 26.00000 617.50
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0072 808-06713 1410.000 LFT | 0.33000 465.30| 0.35000 493.50| 0.40000 564.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0073 808-06714 1350.000 LFT | 0.33000 445.50| 0.35000 472.50| 0.40000 540.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0074 808-75067 30.000 LFT | 16.75000 502.50| 17.50000 525.00| 20.00000 600.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 805,800.00| $ 836,718.24| $ 869,748.38
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 805,800.00| $ 836,718.24| $ 869,748.38
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -10
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1609544 |( 8 ) 35-1618530 |( 9 ) 90-0177865
|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 6156.00000 6156.00| 7500.00000 7500.00| 5700.00000 5700.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 43604.00000 43604.00| 47386.02000 47386.02| 47408.10000 47408.10
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 15908.94000 15908.94| 28431.61000 28431.61| 45700.00000 45700.00
CLEARING RIGHT OF WAY | | |
0009 202-51330 LUMP | 81437.05000 81437.05| 29000.00000 29000.00| 82400.00000 82400.00
PRESENT STRUCTURE, REMOVE | | |
0010 203-02000 690.000 CYS | 56.97000 39309.30| 22.00000 15180.00| 24.00000 16560.00
EXCAVATION, COMMON | | |
0011 203-02070 1865.000 CYS | 20.63000 38474.95| 22.00000 41030.00| 17.50000 32637.50
BORROW | | |
0012 205-02459 LUMP | 3778.06000 3778.06| 2000.00000 2000.00| 1430.00000 1430.00
EROSION CONTROL , SILT BASIN | | |
0013 205-02770 433.000 SYS | 1.30000 562.90| 1.20000 519.60| 1.40000 606.20
EROSION CONTROL BLANKET | | |
0014 205-04931 2.000 EACH | 2299.56000 4599.12| 900.00000 1800.00| 1430.00000 2860.00
SEDIMENT TRAP , TEMPORARY | | |
0015 205-06931 11.000 TON | 49.91000 549.01| 50.00000 550.00| 55.00000 605.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06932 112.500 LFT | 11.50000 1293.75| 10.55000 1186.88| 12.00000 1350.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 1.000 EACH | 192.24000 192.24| 178.00000 178.00| 200.00000 200.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 802.000 LFT | 1.49000 1194.98| 1.39000 1114.78| 1.50000 1203.00
TEMPORARY SILT FENCE | | |
0019 206-51220 80.000 CYS | 146.88000 11750.40| 125.00000 10000.00| 86.00000 6880.00
EXCAVATION, WET | | |
0020 207-08264 1486.000 SYS | 18.26000 27134.36| 8.00000 11888.00| 8.00000 11888.00
SUBGRADE TREATMENT, TYPE II | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -11
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1609544 |( 8 ) 35-1618530 |( 9 ) 90-0177865
|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 211-06467 16.600 CYS | 65.00000 1079.00| 90.00000 1494.00| 72.00000 1195.20
AGGREGATE FOR END BENT BACKFILL | | |
0022 211-09264 38.800 CYS | 38.32000 1486.82| 30.00000 1164.00| 20.00000 776.00
STRUCTURE BACKFILL, TYPE 1 | | |
0023 301-07448 693.000 TON | 23.86000 16534.98| 25.00000 17325.00| 19.00000 13167.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-07455 32.000 CYS | 65.00000 2080.00| 90.00000 2880.00| 52.00000 1664.00
DENSE GRADED SUBBASE | | |
0025 303-07449 900.000 TON | 31.19000 28071.00| 25.00000 22500.00| 21.00000 18900.00
COMPACTED AGGREGATE, NO. 73 | | |
0026 304-07492 5.000 TON | 216.00000 1080.00| 300.00000 1500.00| 280.00000 1400.00
WIDENING WITH HMA, TYPE A | | |
0027 306-08034 663.000 SYS | 8.67000 5748.21| 10.00000 6630.00| 6.00000 3978.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 402-07432 150.000 TON | 78.00000 11700.00| 78.00000 11700.00| 90.00000 13500.00
HMA SURFACE, TYPE A | | |
0029 402-07435 248.000 TON | 55.00000 13640.00| 55.00000 13640.00| 64.00000 15872.00
HMA INTERMEDIATE, TYPE A | | |
0030 406-05521 2223.000 SYS | 0.13000 288.99| 0.12000 266.76| 0.15000 333.45
ASPHALT FOR TACK COAT | | |
0031 601-06037 4.000 EACH | 918.00000 3672.00| 850.00000 3400.00| 1000.00000 4000.00
GUARDRAIL END TREATMENT, I | | |
0032 601-06374 4.000 EACH | 810.00000 3240.00| 750.00000 3000.00| 880.00000 3520.00
GUARDRAIL TRANSITION, TGS-1 | | |
0033 601-99105 331.250 LFT | 18.36000 6081.75| 17.00000 5631.25| 20.00000 6625.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 609-06257 188.000 SYS | 92.81000 17448.28| 90.00000 16920.00| 95.00000 17860.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0035 610-07486 91.000 TON | 97.20000 8845.20| 90.00000 8190.00| 100.00000 9100.00
HMA FOR APPROACHES, TYPE A | | |
0036 611-06497 1.000 EACH | 199.80000 199.80| 185.00000 185.00| 200.00000 200.00
MAILBOX ASSEMBLY, SINGLE | | |
0037 615-06490 11.000 EACH | 131.76000 1449.36| 122.00000 1342.00| 140.00000 1540.00
RIGHT OF WAY MARKER | | |
0038 615-92498 1.000 EACH | 891.00000 891.00| 825.00000 825.00| 950.00000 950.00
BENCH MARK | | |
0039 616-02320 1203.000 SYS | 1.91000 2297.73| 3.00000 3609.00| 2.00000 2406.00
GEOTEXTILES | | |
0040 616-06405 690.000 TON | 26.98000 18616.20| 25.00000 17250.00| 38.00000 26220.00
RIPRAP, REVETMENT | | |
0041 616-06451 52.000 TON | 53.25000 2769.00| 30.00000 1560.00| 40.00000 2080.00
RIPRAP, UNIFORM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -12
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1609544 |( 8 ) 35-1618530 |( 9 ) 90-0177865
|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 621-01004 1.000 EACH | 831.60000 831.60| 770.00000 770.00| 800.00000 800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-06559 3024.000 SYS | 0.62000 1874.88| 0.57000 1723.68| 0.70000 2116.80
MULCHED SEEDING, R | | |
0044 622-05642 23.000 EACH | 54.00000 1242.00| 50.00000 1150.00| 55.00000 1265.00
PLANT, DECIDUOUS SHRUB, OVER 48 IN. | | |
0045 622-98200 4.000 EACH | 78.30000 313.20| 72.50000 290.00| 80.00000 320.00
SIGN, DO NOT DISTURB | | |
0046 628-09402 9.000 MOS | 2062.20000 18559.80| 2500.00000 22500.00| 3300.00000 29700.00
FIELD OFFICE, B | | |
0047 701-51195 1010.000 LFT | 45.20000 45652.00| 60.00000 60600.00| 72.00000 72720.00
PILE, STEEL H, HP 12" X 53 | | |
0048 701-91792 24.000 EACH | 100.80000 2419.20| 125.00000 3000.00| 150.00000 3600.00
PILE TIP, STEEL H | | |
0049 702-51005 98.400 CYS | 267.43000 26315.11| 650.00000 63960.00| 720.00000 70848.00
CONCRETE, A, SUBSTRUCTURE | | |
0050 702-51015 7.400 CYS | 612.65000 4533.61| 1000.00000 7400.00| 850.00000 6290.00
CONCRETE, B, FOOTINGS | | |
0051 703-06029 41772.000 LBS | 0.87000 36341.64| 1.00000 41772.00| 1.00000 41772.00
REINFORCING BARS, EPOXY COATED | | |
0052 704-51002 152.900 CYS | 361.59000 55287.11| 525.00000 80272.50| 720.00000 110088.00
CONCRETE, C, SUPERSTRUCTURE | | |
0053 706-06344 237.500 LFT | 62.91000 14941.13| 60.00000 14250.00| 68.00000 16150.00
RAILING, TS-1 | | |
0054 707-09029 3458.000 SFT | 58.14000 201048.12| 80.00000 276640.00| 67.00000 231686.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 12 IN. X 48 IN. | | |
0055 709-51821 LUMP | 2160.00000 2160.00| 2000.00000 2000.00| 2400.00000 2400.00
SURFACE SEAL | | |
0056 715-05119 77.000 LFT | 43.85000 3376.45| 50.00000 3850.00| 20.00000 1540.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0057 715-05169 130.000 LFT | 43.75000 5687.50| 50.00000 6500.00| 28.00000 3640.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0058 715-05407 100.000 LFT | 8.00000 800.00| 20.00000 2000.00| 17.00000 1700.00
PIPE, END BENT DRAIN, 6 IN. | | |
0059 715-46005 6.000 EACH | 296.75000 1780.50| 450.00000 2700.00| 300.00000 1800.00
PIPE END SECTION, 15 IN. | | |
0060 720-45030 1.000 EACH | 1322.25000 1322.25| 1500.00000 1500.00| 1750.00000 1750.00
INLET, E7 | | |
0061 721-09548 1.000 EACH | 1846.05000 1846.05| 2000.00000 2000.00| 930.00000 930.00
AUTOMATIC DRAINAGE GATE , 15 IN X 15 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 460 -13
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : B -29681-A COUNTIES : HAMILTON
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1609544 |( 8 ) 35-1618530 |( 9 ) 90-0177865
|SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 801-03290 5.000 EACH | 254.88000 1274.40| 235.00000 1175.00| 320.00000 1600.00
CONSTRUCTION SIGN, C | | |
0063 801-04308 6.000 EACH | 405.00000 2430.00| 375.00000 2250.00| 330.00000 1980.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06625 23.000 EACH | 102.60000 2359.80| 95.00000 2185.00| 160.00000 3680.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0065 801-06640 26.000 EACH | 137.16000 3566.16| 127.00000 3302.00| 250.00000 6500.00
CONSTRUCTION SIGN, A | | |
0066 801-06645 3.000 EACH | 54.00000 162.00| 50.00000 150.00| 55.00000 165.00
CONSTRUCTION SIGN, B | | |
0067 801-06775 LUMP | 8463.81000 8463.81| 1000.00000 1000.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0068 801-07118 72.000 LFT | 9.72000 699.84| 9.00000 648.00| 15.00000 1080.00
BARRICADE, III-A | | |
0069 801-07119 72.000 LFT | 13.50000 972.00| 12.50000 900.00| 17.00000 1224.00
BARRICADE, III-B | | |
0070 802-05701 39.000 LFT | 14.58000 568.62| 13.50000 526.50| 16.00000 624.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0071 802-76020 23.750 SFT | 23.22000 551.48| 21.50000 510.63| 25.00000 593.75
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0072 808-06713 1410.000 LFT | 0.36000 507.60| 0.33000 465.30| 0.80000 1128.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0073 808-06714 1350.000 LFT | 0.36000 486.00| 0.33000 445.50| 0.80000 1080.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0074 808-75067 30.000 LFT | 18.09000 542.70| 16.75000 502.50| 17.00000 510.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 872,085.94| $ 947,720.51| $ 1,029,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 872,085.94| $ 947,720.51| $ 1,029,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -1
VENDOR RANKING
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : NEW BRIDGE COMPLETION DATE : 10/16/10
LOCATION : ON HURON AND WILLIAMS ROAD OVER EAST FORK WHITE RIVER PROJECT(S) : 9947013
SOUTH OF WILLIAMS 9947013
9947013
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 4,986,617.25 100.0000%
2 61-1023045 FAULKNER CONSTRUCTION LLC $ 5,066,663.59 101.6052%
3 35-1385672 FORCE CONSTRUCTION CO INC $ 5,216,776.59 104.6155%
4 35-1878024 RAGLE INC $ 6,106,784.00 122.4635%
5 35-1128289 BEATY CONSTRUCTION INC $ 6,162,534.41 123.5815%
6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 6,401,869.00 128.3810%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 6,483,168.84 130.0114%
8 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 7,265,549.51 145.7010%
9 61-0729748 HAYDON BRIDGE COMPANY $ 7,413,634.94 148.6706%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -2
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1385672
|MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |FORCE CONSTRUCTION CO INC
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 | 18000.00000 18000.00| 159600.00000 159600.00| 15200.00000 15200.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
LIQUIDATED DAMAGES | | |
0003 109-08360 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-08463 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
PROJECT ESTIMATE ADJUSTMENT | | |
0007 110-01001 LUMP | 260000.00000 260000.00| 242000.00000 242000.00| 272084.00000 272084.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 60000.00000 60000.00| 58000.00000 58000.00| 21000.00000 21000.00
CLEARING RIGHT OF WAY | | |
0009 202-01261 1.000 EACH | 500.00000 500.00| 1.00000 1.00| 750.00000 750.00
TESTING FOR ASBESTOS | | |
0010 202-03000 LUMP | 138000.00000 138000.00| 11300.00000 11300.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE | | |
0011 202-96133 21.000 m | 30.00000 630.00| 10.00000 210.00| 50.00000 1050.00
PIPE, REMOVE | | |
0012 203-02000 3009.000 m3 | 12.00000 36108.00| 1.00000 3009.00| 11.00000 33099.00
EXCAVATION, COMMON | | |
0013 203-02010 150.000 m3 | 95.00000 14250.00| 40.00000 6000.00| 55.00000 8250.00
EXCAVATION, ROCK | | |
0014 203-02070 54211.000 m3 | 8.75000 474346.25| 10.10000 547531.10| 8.00000 433688.00
BORROW | | |
0015 205-03371 10.000 m3 | 35.00000 350.00| 10.00000 100.00| 100.00000 1000.00
SEDIMENT REMOVE | | |
0016 205-06931 75.000 Mg | 35.00000 2625.00| 30.00000 2250.00| 42.00000 3150.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06932 4.000 m | 35.00000 140.00| 33.00000 132.00| 15.14000 60.56
TEMPORARY CHECK DAM, STRAW BALES | | |
0018 205-06932 145.000 m | 35.00000 5075.00| 33.00000 4785.00| 14.03000 2034.35
TEMPORARY CHECK DAM, STRAW BALES , | | |
DIVERSION BERM | | |
0019 205-06936 11.000 Mg | 40.00000 440.00| 30.00000 330.00| 90.00000 990.00
TEMPORARY SEDIMENT TRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -3
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1385672
|MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 761.000 m | 5.00000 3805.00| 5.00000 3805.00| 5.00000 3805.00
TEMPORARY SILT FENCE | | |
0021 205-09543 82.000 Mg | 23.00000 1886.00| 40.00000 3280.00| 19.50000 1599.00
NO 2 STONE | | |
0022 207-08267 5975.000 m2 | 9.00000 53775.00| 5.35000 31966.25| 7.70000 46007.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 301-07448 2363.000 Mg | 17.00000 40171.00| 32.00000 75616.00| 19.75000 46669.25
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-07449 1257.000 Mg | 17.00000 21369.00| 33.00000 41481.00| 17.41000 21884.37
COMPACTED AGGREGATE, NO. 73 | | |
0026 306-08034 380.000 m2 | 8.00000 3040.00| 8.00000 3040.00| 7.75000 2945.00
MILLING, ASPHALT, 38 mm | | |
0027 402-07432 566.000 Mg | 97.00000 54902.00| 70.00000 39620.00| 69.00000 39054.00
HMA SURFACE, TYPE A | | |
0028 402-07435 996.000 Mg | 83.00000 82668.00| 60.00000 59760.00| 56.00000 55776.00
HMA INTERMEDIATE, TYPE A | | |
0029 406-05521 5781.000 m2 | 0.15000 867.15| 0.10000 578.10| 0.05000 289.05
ASPHALT FOR TACK COAT | | |
0030 601-01522 4.000 EACH | 2000.00000 8000.00| 2050.00000 8200.00| 988.60000 3954.40
GUARDRAIL TRANSITION TYPE TGB | | |
0031 601-01740 1.000 EACH | 2000.00000 2000.00| 1795.00000 1795.00| 1800.00000 1800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0032 601-06037 3.000 EACH | 920.00000 2760.00| 750.00000 2250.00| 8.25000 24.75
GUARDRAIL END TREATMENT, I | | |
0033 601-99105 49.530 m | 55.00000 2724.15| 71.51000 3541.89| 51.00000 2526.03
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0034 610-07486 147.000 Mg | 125.00000 18375.00| 108.00000 15876.00| 108.00000 15876.00
HMA FOR APPROACHES, TYPE A | | |
0035 615-06490 43.000 EACH | 120.00000 5160.00| 115.00000 4945.00| 118.00000 5074.00
RIGHT OF WAY MARKER | | |
0036 616-02320 9886.000 m2 | 1.40000 13840.40| 2.00000 19772.00| 2.40000 23726.40
GEOTEXTILES | | |
0037 616-05688 1306.000 Mg | 25.00000 32650.00| 40.00000 52240.00| 34.00000 44404.00
RIPRAP, CLASS 1 | | |
0038 616-06405 7024.000 Mg | 23.00000 161552.00| 25.00000 175600.00| 22.60000 158742.40
RIPRAP, REVETMENT | | |
0039 616-06451 641.000 Mg | 23.00000 14743.00| 30.00000 19230.00| 27.00000 17307.00
RIPRAP, UNIFORM | | |
0040 621-01004 3.000 EACH | 650.00000 1950.00| 600.00000 1800.00| 600.00000 1800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -4
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1385672
|MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-02770 150.000 m2 | 2.25000 337.50| 2.20000 330.00| 2.20000 330.00
EROSION CONTROL BLANKET | | |
0042 621-06545 0.960 Mg | 600.00000 576.00| 600.00000 576.00| 600.00000 576.00
FERTILIZER | | |
0043 621-06553 202.000 kg | 7.50000 1515.00| 7.25000 1464.50| 7.25000 1464.50
SEED MIXTURE, R | | |
0044 621-06557 202.000 kg | 2.00000 404.00| 1.95000 393.90| 1.95000 393.90
SEED MIXTURE, T | | |
0045 621-06565 5.000 Mg | 430.00000 2150.00| 420.00000 2100.00| 420.00000 2100.00
MULCHING MATERIAL | | |
0046 621-06574 486.000 m2 | 7.50000 3645.00| 7.00000 3402.00| 7.00000 3402.00
SODDING | | |
0047 622-52436 16.000 EACH | 33.00000 528.00| 32.00000 512.00| 32.00000 512.00
SIGN, DO NOT MOW OR SPRAY | | |
0048 622-91786 133.000 EACH | 7.00000 931.00| 6.50000 864.50| 6.50000 864.50
SEEDLING | | |
0049 628-09402 21.000 MOS | 2000.00000 42000.00| 2000.00000 42000.00| 1576.97000 33116.37
FIELD OFFICE, B | | |
0050 628-09407 21.000 MOS | 175.00000 3675.00| 100.00000 2100.00| 238.13000 5000.73
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0051 715-05125 42.000 m | 140.00000 5880.00| 154.00000 6468.00| 54.00000 2268.00
PIPE, TYPE 1, CIRCULAR, 750 mm | | |
0052 715-05177 37.000 m | 160.00000 5920.00| 158.00000 5846.00| 64.00000 2368.00
PIPE, TYPE 3, CIRCULAR, 900 mm | | |
0053 715-46030 2.000 EACH | 800.00000 1600.00| 1000.00000 2000.00| 745.00000 1490.00
PIPE END SECTION, 750 mm | | |
0054 715-46040 2.000 EACH | 900.00000 1800.00| 1155.00000 2310.00| 833.00000 1666.00
PIPE END SECTION, 900 mm | | |
0055 801-03290 2.000 EACH | 350.00000 700.00| 195.00000 390.00| 350.00000 700.00
CONSTRUCTION SIGN, C | | |
0056 801-04308 4.000 EACH | 450.00000 1800.00| 395.00000 1580.00| 440.00000 1760.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0057 801-06625 15.000 EACH | 225.00000 3375.00| 116.00000 1740.00| 210.00000 3150.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0058 801-06640 16.000 EACH | 330.00000 5280.00| 185.00000 2960.00| 320.00000 5120.00
CONSTRUCTION SIGN, A | | |
0059 801-06645 1.000 EACH | 230.00000 230.00| 60.00000 60.00| 220.00000 220.00
CONSTRUCTION SIGN, B | | |
0060 801-06775 LUMP | 90000.00000 90000.00| 246000.00000 246000.00| 12646.86000 12646.86
MAINTAINING TRAFFIC | | |
0061 801-07118 12.000 m | 150.00000 1800.00| 68.50000 822.00| 150.00000 1800.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -5
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1385672
|MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 801-07119 12.000 m | 155.00000 1860.00| 82.20000 986.40| 150.00000 1800.00
BARRICADE, III-B | | |
0063 802-05701 18.000 m | 55.00000 990.00| 35.95000 647.10| 50.00000 900.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0064 802-76025 3.375 m2 | 240.00000 810.00| 182.92000 617.36| 244.36000 824.72
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0065 808-06713 1840.000 m | 0.60000 1104.00| 0.92000 1692.80| 0.58000 1067.20
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0066 808-06714 1840.000 m | 0.60000 1104.00| 0.92000 1692.80| 0.58000 1067.20
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0135 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0136 211-09264 573.000 m3 | 28.00000 16044.00| 30.00000 17190.00| 22.40000 12835.20
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 1,732,764.95| $ 1,946,394.20| $ 1,395,067.74
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW BRIDGE CONCRETE ALTERNATE
| | |
0067 109-08359 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
LIQUIDATED DAMAGES | | |
0068 109-08360 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
CONTRACT LIENS | | |
0069 109-08463 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
PROJECT ESTIMATE ADJUSTMENT | | |
0070 211-06467 81.000 m3 | 80.00000 6480.00| 45.00000 3645.00| 54.11000 4382.91
AGGREGATE FOR END BENT BACKFILL | | |
0071 302-07455 28.200 m3 | 175.00000 4935.00| 45.00000 1269.00| 56.35000 1589.07
DENSE GRADED SUBBASE | | |
0072 602-06729 38.000 EACH | 13.00000 494.00| 14.00000 532.00| 11.34000 430.92
BARRIER DELINEATOR | | |
0073 609-06257 187.800 m2 | 115.00000 21597.00| 105.00000 19719.00| 72.17000 13553.53
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0074 701-05671 258.840 m | 1000.00000 258840.00| 1235.66000 319838.23| 1404.04000 363421.71
PERMANENT CASING | | |
0078 701-05784 25.000 m | 1000.00000 25000.00| 450.00000 11250.00| 1297.61000 32440.25
TRIAL SHAFT HOLES | | |
0081 701-08122 213.000 m | 200.00000 42600.00| 160.26000 34135.38| 191.89000 40872.57
PILE, CONCRETE, STEEL SHELL ENCASED, 9. | | |
53 mm, 356 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -6
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1385672
|MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 701-91792 10.000 EACH | 120.00000 1200.00| 121.90000 1219.00| 90.00000 900.00
PILE TIP, STEEL H | | |
0084 701-93633 80.000 m | 190.00000 15200.00| 210.00000 16800.00| 275.25000 22020.00
OVERSIZED PREDRILLED PILE HOLES | | |
0085 702-51005 370.100 m3 | 650.00000 240565.00| 1300.00000 481130.00| 621.50000 230017.15
CONCRETE, A, SUBSTRUCTURE | | |
0086 702-51110 1393.600 kg | 8.00000 11148.80| 10.00000 13936.00| 24.45000 34073.52
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0087 703-51030 75902.000 kg | 1.75000 132828.50| 2.20000 166984.40| 1.75000 132828.50
REINFORCING STEEL | | |
0088 703-51032 109354.000 kg | 1.95000 213240.30| 2.00000 218708.00| 1.93000 211053.22
REINFORCING STEEL, EPOXY COATED | | |
0089 704-51002 527.300 m3 | 800.00000 421840.00| 974.00000 513590.20| 619.14000 326472.52
CONCRETE, C, SUPERSTRUCTURE | | |
0090 706-06341 389.440 m | 230.00000 89571.20| 192.50000 74967.20| 233.88000 91082.23
RAILING, PF-2 | | |
0091 706-06352 4.000 EACH | 1300.00000 5200.00| 4220.00000 16880.00| 1068.89000 4275.56
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-2 | | |
0092 706-51020 45.000 m3 | 800.00000 36000.00| 799.53000 35978.85| 783.32000 35249.40
CONCRETE, C, RAILING | | |
0093 707-06404 763.400 m | 500.00000 381700.00| 840.00000 641256.00| 750.92000 573252.33
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM , 1676 mm X 1220 mm | | |
0094 709-51821 LUMP | 11000.00000 11000.00| 9920.00000 9920.00| 11359.72000 11359.72
SURFACE SEAL | | |
0095 713-04858 LUMP | 950000.00000 950000.00| 41479.05000 41479.05| 1214738.00000 1214738.00
TEMPORARY BRIDGE | | |
0096 715-05407 36.000 m | 70.00000 2520.00| 33.00000 1188.00| 26.89000 968.04
PIPE, END BENT DRAIN, 150 mm | | |
0097 715-91361 319.000 m | 48.00000 15312.00| 40.00000 12760.00| 21.69000 6919.11
PIPE, PVC, 150 mm | | |
0098 724-51925 26.050 m | 300.00000 7815.00| 465.31000 12121.33| 339.30000 8838.77
STRUCTURAL EXPANSION JOINT, SS | | |
0099 804-06770 2.000 EACH | 22.00000 44.00| 20.00000 40.00| 45.00000 90.00
DELINEATOR POST | | |
0137 701-51195 145.000 m | 160.00000 23200.00| 113.25000 16421.25| 192.20000 27869.00
PILE, STEEL H, HP 310mm X 79 | | |
0138 701-05785 258.000 m | 840.00000 216720.00| 1140.00000 294120.00| 1048.00000 270384.00
EXPLORATION (SHAFT EXCAVATION) , | | |
UNCLASSIFIED | | |
0139 701-05561 297.000 m | 400.00000 118800.00| 540.00000 160380.00| 547.56000 162625.32
DRILLED SHAFT | | |
SECTION TOTALS | $ 3,253,852.30| $ 3,120,269.39| $ 3,821,708.85
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 NEW BRIDGE STEEL ALTERNATE
| | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -7
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1385672
|MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 109-08359 0.500 DOL | | |
LIQUIDATED DAMAGES | | |
0101 109-08360 0.500 DOL | | |
CONTRACT LIENS | | |
0102 109-08463 0.500 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0103 211-06467 45.000 m3 | | |
AGGREGATE FOR END BENT BACKFILL | | |
0104 302-07455 28.200 m3 | | |
DENSE GRADED SUBBASE | | |
0105 602-06729 38.000 EACH | | |
BARRIER DELINEATOR | | |
0106 609-06257 187.800 m2 | | |
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0107 619-09428 1920.200 m2 | | |
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-1 , STR NO 128 | | |
0108 619-09437 1920.200 m2 | | |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR NO 128 | | |
0109 701-05671 258.840 m | | |
PERMANENT CASING | | |
0113 701-05784 25.000 m | | |
TRIAL SHAFT HOLES | | |
0116 701-08122 219.000 m | | |
PILE, CONCRETE, STEEL SHELL ENCASED, 9. | | |
53 mm, 356 mm | | |
0118 701-91792 10.000 EACH | | |
PILE TIP, STEEL H | | |
0119 701-93633 92.000 m | | |
OVERSIZED PREDRILLED PILE HOLES | | |
0120 702-51005 354.400 m3 | | |
CONCRETE, A, SUBSTRUCTURE | | |
0121 702-51110 1393.600 kg | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0122 703-51030 63841.000 kg | | |
REINFORCING STEEL | | |
0123 703-51032 95088.000 kg | | |
REINFORCING STEEL, EPOXY COATED | | |
0124 704-51002 423.100 m3 | | |
CONCRETE, C, SUPERSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -8
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 61-1023045 |( 3 ) 35-1385672
|MILESTONE CONTRACTORS LP |FAULKNER CONSTRUCTION LLC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0125 706-06341 389.440 m | | |
RAILING, PF-2 | | |
0126 706-06352 4.000 EACH | | |
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-2 | | |
0127 706-51020 45.000 m3 | | |
CONCRETE, C, RAILING | | |
0128 709-51821 LUMP | | |
SURFACE SEAL | | |
0129 711-51035 453032.000 kg | | |
STRUCTURAL STEEL | | |
0130 713-04858 LUMP | | |
TEMPORARY BRIDGE | | |
0131 715-05407 36.000 m | | |
PIPE, END BENT DRAIN, 150 mm | | |
0132 715-91361 315.000 m | | |
PIPE, PVC, 150 mm | | |
0133 724-51925 26.050 m | | |
STRUCTURAL EXPANSION JOINT, SS | | |
0134 804-06770 2.000 EACH | | |
DELINEATOR POST | | |
0140 701-51195 151.000 m | | |
PILE, STEEL H, HP 310mm X 79 | | |
0141 701-05785 254.000 m | | |
EXPLORATION (SHAFT EXCAVATION) , | | |
UNCLASSIFIED | | |
0142 701-05561 293.000 m | | |
DRILLED SHAFT | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,986,617.25| $ 5,066,663.59| $ 5,216,776.59
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -9
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1878024 |( 5 ) 35-1128289 |( 6 ) 35-2040801
|RAGLE INC |BEATY CONSTRUCTION INC |GOHMANN ASPHALT & CONSTR INC
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 | 15000.00000 15000.00| 15000.00000 15000.00| 50000.00000 50000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
LIQUIDATED DAMAGES | | |
0003 109-08360 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-08463 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
PROJECT ESTIMATE ADJUSTMENT | | |
0007 110-01001 LUMP | 305000.00000 305000.00| 300000.00000 300000.00| 325000.00000 325000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 60500.00000 60500.00| 61000.00000 61000.00| 63000.00000 63000.00
CLEARING RIGHT OF WAY | | |
0009 202-01261 1.000 EACH | 750.00000 750.00| 1600.00000 1600.00| 3500.00000 3500.00
TESTING FOR ASBESTOS | | |
0010 202-03000 LUMP | 5000.00000 5000.00| 16600.00000 16600.00| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE | | |
0011 202-96133 21.000 m | 20.00000 420.00| 85.00000 1785.00| 50.00000 1050.00
PIPE, REMOVE | | |
0012 203-02000 3009.000 m3 | 12.00000 36108.00| 15.00000 45135.00| 11.00000 33099.00
EXCAVATION, COMMON | | |
0013 203-02010 150.000 m3 | 30.00000 4500.00| 29.00000 4350.00| 55.00000 8250.00
EXCAVATION, ROCK | | |
0014 203-02070 54211.000 m3 | 11.00000 596321.00| 9.85000 533978.35| 8.00000 433688.00
BORROW | | |
0015 205-03371 10.000 m3 | 31.00000 310.00| 50.00000 500.00| 100.00000 1000.00
SEDIMENT REMOVE | | |
0016 205-06931 75.000 Mg | 40.00000 3000.00| 65.00000 4875.00| 42.00000 3150.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06932 4.000 m | 33.00000 132.00| 15.00000 60.00| 33.00000 132.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0018 205-06932 145.000 m | 33.00000 4785.00| 15.00000 2175.00| 33.00000 4785.00
TEMPORARY CHECK DAM, STRAW BALES , | | |
DIVERSION BERM | | |
0019 205-06936 11.000 Mg | 50.00000 550.00| 132.00000 1452.00| 90.00000 990.00
TEMPORARY SEDIMENT TRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -10
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1878024 |( 5 ) 35-1128289 |( 6 ) 35-2040801
|RAGLE INC |BEATY CONSTRUCTION INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 761.000 m | 5.00000 3805.00| 5.40000 4109.40| 9.50000 7229.50
TEMPORARY SILT FENCE | | |
0021 205-09543 82.000 Mg | 20.00000 1640.00| 32.50000 2665.00| 19.50000 1599.00
NO 2 STONE | | |
0022 207-08267 5975.000 m2 | 9.00000 53775.00| 6.75000 40331.25| 7.70000 46007.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 301-07448 2363.000 Mg | 15.50000 36626.50| 19.00000 44897.00| 19.75000 46669.25
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-07449 1257.000 Mg | 16.25000 20426.25| 19.00000 23883.00| 25.00000 31425.00
COMPACTED AGGREGATE, NO. 73 | | |
0026 306-08034 380.000 m2 | 7.00000 2660.00| 12.00000 4560.00| 12.00000 4560.00
MILLING, ASPHALT, 38 mm | | |
0027 402-07432 566.000 Mg | 69.00000 39054.00| 76.00000 43016.00| 69.00000 39054.00
HMA SURFACE, TYPE A | | |
0028 402-07435 996.000 Mg | 56.00000 55776.00| 62.00000 61752.00| 56.00000 55776.00
HMA INTERMEDIATE, TYPE A | | |
0029 406-05521 5781.000 m2 | 0.05000 289.05| 0.06000 346.86| 0.05000 289.05
ASPHALT FOR TACK COAT | | |
0030 601-01522 4.000 EACH | 1950.00000 7800.00| 2150.00000 8600.00| 1950.00000 7800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0031 601-01740 1.000 EACH | 1800.00000 1800.00| 2000.00000 2000.00| 1800.00000 1800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0032 601-06037 3.000 EACH | 825.00000 2475.00| 910.00000 2730.00| 825.00000 2475.00
GUARDRAIL END TREATMENT, I | | |
0033 601-99105 49.530 m | 51.00000 2526.03| 56.00000 2773.68| 51.00000 2526.03
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0034 610-07486 147.000 Mg | 108.00000 15876.00| 120.00000 17640.00| 108.00000 15876.00
HMA FOR APPROACHES, TYPE A | | |
0035 615-06490 43.000 EACH | 118.00000 5074.00| 130.00000 5590.00| 118.00000 5074.00
RIGHT OF WAY MARKER | | |
0036 616-02320 9886.000 m2 | 2.50000 24715.00| 2.70000 26692.20| 2.00000 19772.00
GEOTEXTILES | | |
0037 616-05688 1306.000 Mg | 28.00000 36568.00| 31.00000 40486.00| 34.00000 44404.00
RIPRAP, CLASS 1 | | |
0038 616-06405 7024.000 Mg | 27.00000 189648.00| 20.00000 140480.00| 26.50000 186136.00
RIPRAP, REVETMENT | | |
0039 616-06451 641.000 Mg | 30.00000 19230.00| 26.00000 16666.00| 27.00000 17307.00
RIPRAP, UNIFORM | | |
0040 621-01004 3.000 EACH | 600.00000 1800.00| 790.00000 2370.00| 600.00000 1800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -11
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1878024 |( 5 ) 35-1128289 |( 6 ) 35-2040801
|RAGLE INC |BEATY CONSTRUCTION INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-02770 150.000 m2 | 2.20000 330.00| 5.00000 750.00| 2.20000 330.00
EROSION CONTROL BLANKET | | |
0042 621-06545 0.960 Mg | 600.00000 576.00| 1380.00000 1324.80| 600.00000 576.00
FERTILIZER | | |
0043 621-06553 202.000 kg | 7.25000 1464.50| 5.60000 1131.20| 7.25000 1464.50
SEED MIXTURE, R | | |
0044 621-06557 202.000 kg | 1.95000 393.90| 2.20000 444.40| 1.95000 393.90
SEED MIXTURE, T | | |
0045 621-06565 5.000 Mg | 420.00000 2100.00| 497.00000 2485.00| 420.00000 2100.00
MULCHING MATERIAL | | |
0046 621-06574 486.000 m2 | 7.00000 3402.00| 9.00000 4374.00| 7.00000 3402.00
SODDING | | |
0047 622-52436 16.000 EACH | 32.00000 512.00| 35.00000 560.00| 32.00000 512.00
SIGN, DO NOT MOW OR SPRAY | | |
0048 622-91786 133.000 EACH | 6.50000 864.50| 24.00000 3192.00| 6.50000 864.50
SEEDLING | | |
0049 628-09402 21.000 MOS | 1200.00000 25200.00| 1750.00000 36750.00| 2000.00000 42000.00
FIELD OFFICE, B | | |
0050 628-09407 21.000 MOS | 50.00000 1050.00| 131.00000 2751.00| 200.00000 4200.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0051 715-05125 42.000 m | 160.00000 6720.00| 110.00000 4620.00| 54.00000 2268.00
PIPE, TYPE 1, CIRCULAR, 750 mm | | |
0052 715-05177 37.000 m | 170.00000 6290.00| 160.00000 5920.00| 64.00000 2368.00
PIPE, TYPE 3, CIRCULAR, 900 mm | | |
0053 715-46030 2.000 EACH | 600.00000 1200.00| 447.00000 894.00| 745.00000 1490.00
PIPE END SECTION, 750 mm | | |
0054 715-46040 2.000 EACH | 900.00000 1800.00| 600.00000 1200.00| 833.00000 1666.00
PIPE END SECTION, 900 mm | | |
0055 801-03290 2.000 EACH | 350.00000 700.00| 385.00000 770.00| 350.00000 700.00
CONSTRUCTION SIGN, C | | |
0056 801-04308 4.000 EACH | 440.00000 1760.00| 185.00000 740.00| 440.00000 1760.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0057 801-06625 15.000 EACH | 210.00000 3150.00| 232.00000 3480.00| 210.00000 3150.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0058 801-06640 16.000 EACH | 320.00000 5120.00| 353.00000 5648.00| 320.00000 5120.00
CONSTRUCTION SIGN, A | | |
0059 801-06645 1.000 EACH | 220.00000 220.00| 244.00000 244.00| 220.00000 220.00
CONSTRUCTION SIGN, B | | |
0060 801-06775 LUMP | 5000.00000 5000.00| 11200.00000 11200.00| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0061 801-07118 12.000 m | 150.00000 1800.00| 166.00000 1992.00| 150.00000 1800.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -12
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1878024 |( 5 ) 35-1128289 |( 6 ) 35-2040801
|RAGLE INC |BEATY CONSTRUCTION INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 801-07119 12.000 m | 150.00000 1800.00| 165.00000 1980.00| 150.00000 1800.00
BARRICADE, III-B | | |
0063 802-05701 18.000 m | 50.00000 900.00| 55.00000 990.00| 50.00000 900.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0064 802-76025 3.375 m2 | 244.36000 824.72| 270.00000 911.25| 243.64000 822.29
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0065 808-06713 1840.000 m | 0.58000 1067.20| 0.65000 1196.00| 0.58000 1067.20
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0066 808-06714 1840.000 m | 0.58000 1067.20| 0.65000 1196.00| 0.58000 1067.20
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0135 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0136 211-09264 573.000 m3 | 41.00000 23493.00| 36.00000 20628.00| 22.40000 12835.20
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 1,652,749.35| $ 1,597,474.89| $ 1,590,104.62
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW BRIDGE CONCRETE ALTERNATE
| | |
0067 109-08359 0.500 DOL | | | 1.00000 0.50
LIQUIDATED DAMAGES | | |
0068 109-08360 0.500 DOL | | | 1.00000 0.50
CONTRACT LIENS | | |
0069 109-08463 0.500 DOL | | | 1.00000 0.50
PROJECT ESTIMATE ADJUSTMENT | | |
0070 211-06467 81.000 m3 | | | 95.00000 7695.00
AGGREGATE FOR END BENT BACKFILL | | |
0071 302-07455 28.200 m3 | | | 140.00000 3948.00
DENSE GRADED SUBBASE | | |
0072 602-06729 38.000 EACH | | | 14.00000 532.00
BARRIER DELINEATOR | | |
0073 609-06257 187.800 m2 | | | 125.00000 23475.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0074 701-05671 258.840 m | | | 1156.84000 299436.47
PERMANENT CASING | | |
0078 701-05784 25.000 m | | | 1100.00000 27500.00
TRIAL SHAFT HOLES | | |
0081 701-08122 213.000 m | | | 195.00000 41535.00
PILE, CONCRETE, STEEL SHELL ENCASED, 9. | | |
53 mm, 356 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -13
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1878024 |( 5 ) 35-1128289 |( 6 ) 35-2040801
|RAGLE INC |BEATY CONSTRUCTION INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 701-91792 10.000 EACH | | | 140.00000 1400.00
PILE TIP, STEEL H | | |
0084 701-93633 80.000 m | | | 650.00000 52000.00
OVERSIZED PREDRILLED PILE HOLES | | |
0085 702-51005 370.100 m3 | | | 1200.00000 444120.00
CONCRETE, A, SUBSTRUCTURE | | |
0086 702-51110 1393.600 kg | | | 11.00000 15329.60
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0087 703-51030 75902.000 kg | | | 1.80000 136623.60
REINFORCING STEEL | | |
0088 703-51032 109354.000 kg | | | 1.95000 213240.30
REINFORCING STEEL, EPOXY COATED | | |
0089 704-51002 527.300 m3 | | | 800.00000 421840.00
CONCRETE, C, SUPERSTRUCTURE | | |
0090 706-06341 389.440 m | | | 250.00000 97360.00
RAILING, PF-2 | | |
0091 706-06352 4.000 EACH | | | 1700.00000 6800.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-2 | | |
0092 706-51020 45.000 m3 | | | 850.00000 38250.00
CONCRETE, C, RAILING | | |
0093 707-06404 763.400 m | | | 1285.00000 980969.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM , 1676 mm X 1220 mm | | |
0094 709-51821 LUMP | | | 11359.72000 11359.72
SURFACE SEAL | | |
0095 713-04858 LUMP | | | 1399945.19000 1399945.19
TEMPORARY BRIDGE | | |
0096 715-05407 36.000 m | | | 20.00000 720.00
PIPE, END BENT DRAIN, 150 mm | | |
0097 715-91361 319.000 m | | | 70.00000 22330.00
PIPE, PVC, 150 mm | | |
0098 724-51925 26.050 m | | | 600.00000 15630.00
STRUCTURAL EXPANSION JOINT, SS | | |
0099 804-06770 2.000 EACH | | | 22.00000 44.00
DELINEATOR POST | | |
0137 701-51195 145.000 m | | | 260.00000 37700.00
PILE, STEEL H, HP 310mm X 79 | | |
0138 701-05785 258.000 m | | | 1075.00000 277350.00
EXPLORATION (SHAFT EXCAVATION) , | | |
UNCLASSIFIED | | |
0139 701-05561 297.000 m | | | 790.00000 234630.00
DRILLED SHAFT | | |
SECTION TOTALS | $ | $ | $ 4,811,764.38
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 NEW BRIDGE STEEL ALTERNATE
| | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -14
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1878024 |( 5 ) 35-1128289 |( 6 ) 35-2040801
|RAGLE INC |BEATY CONSTRUCTION INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 109-08359 0.500 DOL | 1.00000 0.50| 1.00000 0.50|
LIQUIDATED DAMAGES | | |
0101 109-08360 0.500 DOL | 1.00000 0.50| 1.00000 0.50|
CONTRACT LIENS | | |
0102 109-08463 0.500 DOL | 1.00000 0.50| 1.00000 0.50|
PROJECT ESTIMATE ADJUSTMENT | | |
0103 211-06467 45.000 m3 | 60.00000 2700.00| 46.00000 2070.00|
AGGREGATE FOR END BENT BACKFILL | | |
0104 302-07455 28.200 m3 | 75.00000 2115.00| 69.00000 1945.80|
DENSE GRADED SUBBASE | | |
0105 602-06729 38.000 EACH | 6.00000 228.00| 17.00000 646.00|
BARRIER DELINEATOR | | |
0106 609-06257 187.800 m2 | 85.00000 15963.00| 156.00000 29296.80|
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0107 619-09428 1920.200 m2 | 3.00000 5760.60| 3.45000 6624.69|
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-1 , STR NO 128 | | |
0108 619-09437 1920.200 m2 | 1.50000 2880.30| 1.75000 3360.35|
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR NO 128 | | |
0109 701-05671 258.840 m | 564.00000 145985.76| 1275.00000 330021.00|
PERMANENT CASING | | |
0113 701-05784 25.000 m | 450.00000 11250.00| 1215.00000 30375.00|
TRIAL SHAFT HOLES | | |
0116 701-08122 219.000 m | 175.00000 38325.00| 185.00000 40515.00|
PILE, CONCRETE, STEEL SHELL ENCASED, 9. | | |
53 mm, 356 mm | | |
0118 701-91792 10.000 EACH | 250.00000 2500.00| 135.00000 1350.00|
PILE TIP, STEEL H | | |
0119 701-93633 92.000 m | 325.00000 29900.00| 293.00000 26956.00|
OVERSIZED PREDRILLED PILE HOLES | | |
0120 702-51005 354.400 m3 | 1200.00000 425280.00| 1445.00000 512108.00|
CONCRETE, A, SUBSTRUCTURE | | |
0121 702-51110 1393.600 kg | 7.00000 9755.20| 7.50000 10452.00|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0122 703-51030 63841.000 kg | 1.90000 121297.90| 1.75000 111721.75|
REINFORCING STEEL | | |
0123 703-51032 95088.000 kg | 1.95000 185421.60| 1.70000 161649.60|
REINFORCING STEEL, EPOXY COATED | | |
0124 704-51002 423.100 m3 | 900.00000 380790.00| 800.00000 338480.00|
CONCRETE, C, SUPERSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -15
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 4 ) 35-1878024 |( 5 ) 35-1128289 |( 6 ) 35-2040801
|RAGLE INC |BEATY CONSTRUCTION INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0125 706-06341 389.440 m | 226.00000 88013.44| 250.00000 97360.00|
RAILING, PF-2 | | |
0126 706-06352 4.000 EACH | 2100.00000 8400.00| 1700.00000 6800.00|
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-2 | | |
0127 706-51020 45.000 m3 | 840.00000 37800.00| 1340.00000 60300.00|
CONCRETE, C, RAILING | | |
0128 709-51821 LUMP | 11880.00000 11880.00| 12550.00000 12550.00|
SURFACE SEAL | | |
0129 711-51035 453032.000 kg | 2.80000 1268489.60| 3.00000 1359096.00|
STRUCTURAL STEEL | | |
0130 713-04858 LUMP | 995000.00000 995000.00| 763318.28000 763318.28|
TEMPORARY BRIDGE | | |
0131 715-05407 36.000 m | 25.00000 900.00| 16.00000 576.00|
PIPE, END BENT DRAIN, 150 mm | | |
0132 715-91361 315.000 m | 60.00000 18900.00| 235.00000 74025.00|
PIPE, PVC, 150 mm | | |
0133 724-51925 26.050 m | 475.00000 12373.75| 395.00000 10289.75|
STRUCTURAL EXPANSION JOINT, SS | | |
0134 804-06770 2.000 EACH | 22.00000 44.00| 24.00000 48.00|
DELINEATOR POST | | |
0140 701-51195 151.000 m | 130.00000 19630.00| 173.00000 26123.00|
PILE, STEEL H, HP 310mm X 79 | | |
0141 701-05785 254.000 m | 1200.00000 304800.00| 1000.00000 254000.00|
EXPLORATION (SHAFT EXCAVATION) , | | |
UNCLASSIFIED | | |
0142 701-05561 293.000 m | 1050.00000 307650.00| 1000.00000 293000.00|
DRILLED SHAFT | | |
SECTION TOTALS | $ 4,454,034.65| $ 4,565,059.52| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,106,784.00| $ 6,162,534.41| $ 6,401,869.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -16
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 05-0558668 |( 9 ) 61-0729748
|AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU |HAYDON BRIDGE COMPANY
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 | 14000.00000 14000.00| 41120.61000 41120.61| 22500.00000 22500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
LIQUIDATED DAMAGES | | |
0003 109-08360 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-08463 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
PROJECT ESTIMATE ADJUSTMENT | | |
0007 110-01001 LUMP | 324158.44000 324158.44| 362500.00000 362500.00| 345000.00000 345000.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 64831.68000 64831.68| 295018.73000 295018.73| 21000.00000 21000.00
CLEARING RIGHT OF WAY | | |
0009 202-01261 1.000 EACH | 1500.00000 1500.00| 640.81000 640.81| 500.00000 500.00
TESTING FOR ASBESTOS | | |
0010 202-03000 LUMP | 10000.00000 10000.00| 18128.63000 18128.63| 10000.00000 10000.00
HOUSES AND BUILDINGS, REMOVE | | |
0011 202-96133 21.000 m | 50.00000 1050.00| 100.92000 2119.32| 50.00000 1050.00
PIPE, REMOVE | | |
0012 203-02000 3009.000 m3 | 11.00000 33099.00| 22.00000 66198.00| 11.00000 33099.00
EXCAVATION, COMMON | | |
0013 203-02010 150.000 m3 | 55.00000 8250.00| 180.36000 27054.00| 55.00000 8250.00
EXCAVATION, ROCK | | |
0014 203-02070 54211.000 m3 | 8.00000 433688.00| 10.77000 583852.47| 8.00000 433688.00
BORROW | | |
0015 205-03371 10.000 m3 | 100.00000 1000.00| 65.53000 655.30| 100.00000 1000.00
SEDIMENT REMOVE | | |
0016 205-06931 75.000 Mg | 42.00000 3150.00| 34.69000 2601.75| 42.00000 3150.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06932 4.000 m | 13.65000 54.60| 89.74000 358.96| 33.00000 132.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0018 205-06932 145.000 m | 13.65000 1979.25| 85.02000 12327.90| 33.00000 4785.00
TEMPORARY CHECK DAM, STRAW BALES , | | |
DIVERSION BERM | | |
0019 205-06936 11.000 Mg | 90.00000 990.00| 516.63000 5682.93| 90.00000 990.00
TEMPORARY SEDIMENT TRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -17
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 05-0558668 |( 9 ) 61-0729748
|AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU |HAYDON BRIDGE COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 761.000 m | 4.90000 3728.90| 11.19000 8515.59| 5.00000 3805.00
TEMPORARY SILT FENCE | | |
0021 205-09543 82.000 Mg | 19.50000 1599.00| 62.32000 5110.24| 19.50000 1599.00
NO 2 STONE | | |
0022 207-08267 5975.000 m2 | 7.70000 46007.50| 7.42000 44334.50| 7.70000 46007.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 301-07448 2363.000 Mg | 19.75000 46669.25| 17.95000 42415.85| 19.75000 46669.25
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-07449 1257.000 Mg | 30.00000 37710.00| 39.70000 49902.90| 20.00000 25140.00
COMPACTED AGGREGATE, NO. 73 | | |
0026 306-08034 380.000 m2 | 15.00000 5700.00| 10.00000 3800.00| 7.50000 2850.00
MILLING, ASPHALT, 38 mm | | |
0027 402-07432 566.000 Mg | 69.00000 39054.00| 78.56000 44464.96| 71.50000 40469.00
HMA SURFACE, TYPE A | | |
0028 402-07435 996.000 Mg | 56.00000 55776.00| 63.76000 63504.96| 68.20000 67927.20
HMA INTERMEDIATE, TYPE A | | |
0029 406-05521 5781.000 m2 | 0.05000 289.05| 0.06000 346.86| 0.14000 809.34
ASPHALT FOR TACK COAT | | |
0030 601-01522 4.000 EACH | 1950.00000 7800.00| 1950.00000 7800.00| 1950.00000 7800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0031 601-01740 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0032 601-06037 3.000 EACH | 825.00000 2475.00| 825.00000 2475.00| 825.00000 2475.00
GUARDRAIL END TREATMENT, I | | |
0033 601-99105 49.530 m | 51.00000 2526.03| 51.00000 2526.03| 51.00000 2526.03
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0034 610-07486 147.000 Mg | 108.00000 15876.00| 122.96000 18075.12| 99.00000 14553.00
HMA FOR APPROACHES, TYPE A | | |
0035 615-06490 43.000 EACH | 118.00000 5074.00| 118.00000 5074.00| 118.00000 5074.00
RIGHT OF WAY MARKER | | |
0036 616-02320 9886.000 m2 | 2.50000 24715.00| 2.24000 22144.64| 2.50000 24715.00
GEOTEXTILES | | |
0037 616-05688 1306.000 Mg | 34.00000 44404.00| 30.10000 39310.60| 34.00000 44404.00
RIPRAP, CLASS 1 | | |
0038 616-06405 7024.000 Mg | 24.00000 168576.00| 17.77000 124816.48| 26.50000 186136.00
RIPRAP, REVETMENT | | |
0039 616-06451 641.000 Mg | 27.00000 17307.00| 21.82000 13986.62| 27.00000 17307.00
RIPRAP, UNIFORM | | |
0040 621-01004 3.000 EACH | 715.00000 2145.00| 600.00000 1800.00| 600.00000 1800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -18
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 05-0558668 |( 9 ) 61-0729748
|AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU |HAYDON BRIDGE COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-02770 150.000 m2 | 4.65000 697.50| 2.20000 330.00| 2.20000 330.00
EROSION CONTROL BLANKET | | |
0042 621-06545 0.960 Mg | 1250.00000 1200.00| 600.00000 576.00| 600.00000 576.00
FERTILIZER | | |
0043 621-06553 202.000 kg | 5.10000 1030.20| 7.25000 1464.50| 7.25000 1464.50
SEED MIXTURE, R | | |
0044 621-06557 202.000 kg | 2.00000 404.00| 1.95000 393.90| 1.95000 393.90
SEED MIXTURE, T | | |
0045 621-06565 5.000 Mg | 450.00000 2250.00| 420.00000 2100.00| 420.00000 2100.00
MULCHING MATERIAL | | |
0046 621-06574 486.000 m2 | 8.24000 4004.64| 7.00000 3402.00| 7.00000 3402.00
SODDING | | |
0047 622-52436 16.000 EACH | 32.00000 512.00| 32.00000 512.00| 32.00000 512.00
SIGN, DO NOT MOW OR SPRAY | | |
0048 622-91786 133.000 EACH | 22.10000 2939.30| 6.50000 864.50| 6.50000 864.50
SEEDLING | | |
0049 628-09402 21.000 MOS | 2500.00000 52500.00| 1653.37000 34720.77| 2000.00000 42000.00
FIELD OFFICE, B | | |
0050 628-09407 21.000 MOS | 350.00000 7350.00| 178.94000 3757.74| 175.00000 3675.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0051 715-05125 42.000 m | 54.00000 2268.00| 171.82000 7216.44| 54.00000 2268.00
PIPE, TYPE 1, CIRCULAR, 750 mm | | |
0052 715-05177 37.000 m | 64.00000 2368.00| 213.21000 7888.77| 64.00000 2368.00
PIPE, TYPE 3, CIRCULAR, 900 mm | | |
0053 715-46030 2.000 EACH | 745.00000 1490.00| 648.86000 1297.72| 745.00000 1490.00
PIPE END SECTION, 750 mm | | |
0054 715-46040 2.000 EACH | 833.00000 1666.00| 761.15000 1522.30| 833.00000 1666.00
PIPE END SECTION, 900 mm | | |
0055 801-03290 2.000 EACH | 350.00000 700.00| 350.00000 700.00| 475.00000 950.00
CONSTRUCTION SIGN, C | | |
0056 801-04308 4.000 EACH | 440.00000 1760.00| 440.00000 1760.00| 595.00000 2380.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0057 801-06625 15.000 EACH | 210.00000 3150.00| 210.00000 3150.00| 234.00000 3510.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0058 801-06640 16.000 EACH | 320.00000 5120.00| 320.00000 5120.00| 325.00000 5200.00
CONSTRUCTION SIGN, A | | |
0059 801-06645 1.000 EACH | 220.00000 220.00| 220.00000 220.00| 95.00000 95.00
CONSTRUCTION SIGN, B | | |
0060 801-06775 LUMP | 1295.00000 1295.00| 12889.03000 12889.03| 10000.00000 10000.00
MAINTAINING TRAFFIC | | |
0061 801-07118 12.000 m | 150.00000 1800.00| 150.00000 1800.00| 102.00000 1224.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -19
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 05-0558668 |( 9 ) 61-0729748
|AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU |HAYDON BRIDGE COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 801-07119 12.000 m | 150.00000 1800.00| 150.00000 1800.00| 119.00000 1428.00
BARRICADE, III-B | | |
0063 802-05701 18.000 m | 50.00000 900.00| 50.00000 900.00| 50.00000 900.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0064 802-76025 3.375 m2 | 244.00000 823.50| 244.00000 823.50| 244.00000 823.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0065 808-06713 1840.000 m | 0.58000 1067.20| 0.58000 1067.20| 1.35000 2484.00
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0066 808-06714 1840.000 m | 0.58000 1067.20| 0.58000 1067.20| 1.35000 2484.00
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0135 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0136 211-09264 573.000 m3 | 22.40000 12835.20| 33.89000 19418.97| 22.40000 12835.20
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 1,540,204.94| $ 2,037,230.80| $ 1,536,438.42
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 NEW BRIDGE CONCRETE ALTERNATE
| | |
0067 109-08359 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
LIQUIDATED DAMAGES | | |
0068 109-08360 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
CONTRACT LIENS | | |
0069 109-08463 0.500 DOL | 1.00000 0.50| 1.00000 0.50| 1.00000 0.50
PROJECT ESTIMATE ADJUSTMENT | | |
0070 211-06467 81.000 m3 | 95.00000 7695.00| 76.39000 6187.59| 60.00000 4860.00
AGGREGATE FOR END BENT BACKFILL | | |
0071 302-07455 28.200 m3 | 95.00000 2679.00| 102.91000 2902.06| 85.00000 2397.00
DENSE GRADED SUBBASE | | |
0072 602-06729 38.000 EACH | 14.00000 532.00| 10.80000 410.40| 10.00000 380.00
BARRIER DELINEATOR | | |
0073 609-06257 187.800 m2 | 95.00000 17841.00| 102.08000 19170.62| 105.00000 19719.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0074 701-05671 258.840 m | 1175.00000 304137.00| 642.17000 166219.28| 1425.00000 368847.00
PERMANENT CASING | | |
0078 701-05784 25.000 m | 1100.00000 27500.00| 1381.75000 34543.75| 1800.00000 45000.00
TRIAL SHAFT HOLES | | |
0081 701-08122 213.000 m | 250.00000 53250.00| 144.04000 30680.52| 400.00000 85200.00
PILE, CONCRETE, STEEL SHELL ENCASED, 9. | | |
53 mm, 356 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -20
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 05-0558668 |( 9 ) 61-0729748
|AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU |HAYDON BRIDGE COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 701-91792 10.000 EACH | 150.00000 1500.00| 126.90000 1269.00| 145.00000 1450.00
PILE TIP, STEEL H | | |
0084 701-93633 80.000 m | 450.00000 36000.00| 218.13000 17450.40| 400.00000 32000.00
OVERSIZED PREDRILLED PILE HOLES | | |
0085 702-51005 370.100 m3 | 1100.00000 407110.00| 1210.30000 447932.03| 1050.00000 388605.00
CONCRETE, A, SUBSTRUCTURE | | |
0086 702-51110 1393.600 kg | 10.00000 13936.00| 6.09000 8487.02| 8.50000 11845.60
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0087 703-51030 75902.000 kg | 2.00000 151804.00| 2.02000 153322.04| 1.97000 149526.94
REINFORCING STEEL | | |
0088 703-51032 109354.000 kg | 2.10000 229643.40| 2.01000 219801.54| 2.27000 248233.58
REINFORCING STEEL, EPOXY COATED | | |
0089 704-51002 527.300 m3 | 750.00000 395475.00| 806.44000 425235.81| 940.00000 495662.00
CONCRETE, C, SUPERSTRUCTURE | | |
0090 706-06341 389.440 m | 275.00000 107096.00| 226.00000 88013.44| 360.00000 140198.40
RAILING, PF-2 | | |
0091 706-06352 4.000 EACH | 1600.00000 6400.00| 2016.57000 8066.28| 2500.00000 10000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-2 | | |
0092 706-51020 45.000 m3 | 1000.00000 45000.00| 727.15000 32721.75| 1050.00000 47250.00
CONCRETE, C, RAILING | | |
0093 707-06404 763.400 m | 1500.00000 1145100.00| 1085.24000 828472.22| 1150.00000 877910.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM , 1676 mm X 1220 mm | | |
0094 709-51821 LUMP | 11360.00000 11360.00| 14558.74000 14558.74| 15500.00000 15500.00
SURFACE SEAL | | |
0095 713-04858 LUMP | 1450000.00000 1450000.00| 1834919.74000 1834919.74| 1950000.00000 1950000.00
TEMPORARY BRIDGE | | |
0096 715-05407 36.000 m | 60.00000 2160.00| 27.64000 995.04| 34.00000 1224.00
PIPE, END BENT DRAIN, 150 mm | | |
0097 715-91361 319.000 m | 75.00000 23925.00| 156.90000 50051.10| 145.00000 46255.00
PIPE, PVC, 150 mm | | |
0098 724-51925 26.050 m | 500.00000 13025.00| 453.33000 11809.25| 650.00000 16932.50
STRUCTURAL EXPANSION JOINT, SS | | |
0099 804-06770 2.000 EACH | 22.00000 44.00| 22.00000 44.00| 22.00000 44.00
DELINEATOR POST | | |
0137 701-51195 145.000 m | 240.00000 34800.00| 112.69000 16340.05| 185.00000 26825.00
PILE, STEEL H, HP 310mm X 79 | | |
0138 701-05785 258.000 m | 900.00000 232200.00| 1502.43000 387626.94| 1210.00000 312180.00
EXPLORATION (SHAFT EXCAVATION) , | | |
UNCLASSIFIED | | |
0139 701-05561 297.000 m | 750.00000 222750.00| 1417.80000 421086.60| 1950.00000 579150.00
DRILLED SHAFT | | |
SECTION TOTALS | $ 4,942,963.90| $ 5,228,318.71| $ 5,877,196.52
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 NEW BRIDGE STEEL ALTERNATE
| | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -21
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 05-0558668 |( 9 ) 61-0729748
|AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU |HAYDON BRIDGE COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 109-08359 0.500 DOL | | |
LIQUIDATED DAMAGES | | |
0101 109-08360 0.500 DOL | | |
CONTRACT LIENS | | |
0102 109-08463 0.500 DOL | | |
PROJECT ESTIMATE ADJUSTMENT | | |
0103 211-06467 45.000 m3 | | |
AGGREGATE FOR END BENT BACKFILL | | |
0104 302-07455 28.200 m3 | | |
DENSE GRADED SUBBASE | | |
0105 602-06729 38.000 EACH | | |
BARRIER DELINEATOR | | |
0106 609-06257 187.800 m2 | | |
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0107 619-09428 1920.200 m2 | | |
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-1 , STR NO 128 | | |
0108 619-09437 1920.200 m2 | | |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR NO 128 | | |
0109 701-05671 258.840 m | | |
PERMANENT CASING | | |
0113 701-05784 25.000 m | | |
TRIAL SHAFT HOLES | | |
0116 701-08122 219.000 m | | |
PILE, CONCRETE, STEEL SHELL ENCASED, 9. | | |
53 mm, 356 mm | | |
0118 701-91792 10.000 EACH | | |
PILE TIP, STEEL H | | |
0119 701-93633 92.000 m | | |
OVERSIZED PREDRILLED PILE HOLES | | |
0120 702-51005 354.400 m3 | | |
CONCRETE, A, SUBSTRUCTURE | | |
0121 702-51110 1393.600 kg | | |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0122 703-51030 63841.000 kg | | |
REINFORCING STEEL | | |
0123 703-51032 95088.000 kg | | |
REINFORCING STEEL, EPOXY COATED | | |
0124 704-51002 423.100 m3 | | |
CONCRETE, C, SUPERSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 464 -22
TABULATION OF BIDS
CALL ORDER : 464 CONTRACT ID : B -29705-A COUNTIES : LAWRENCE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 05-0558668 |( 9 ) 61-0729748
|AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU |HAYDON BRIDGE COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0125 706-06341 389.440 m | | |
RAILING, PF-2 | | |
0126 706-06352 4.000 EACH | | |
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-2 | | |
0127 706-51020 45.000 m3 | | |
CONCRETE, C, RAILING | | |
0128 709-51821 LUMP | | |
SURFACE SEAL | | |
0129 711-51035 453032.000 kg | | |
STRUCTURAL STEEL | | |
0130 713-04858 LUMP | | |
TEMPORARY BRIDGE | | |
0131 715-05407 36.000 m | | |
PIPE, END BENT DRAIN, 150 mm | | |
0132 715-91361 315.000 m | | |
PIPE, PVC, 150 mm | | |
0133 724-51925 26.050 m | | |
STRUCTURAL EXPANSION JOINT, SS | | |
0134 804-06770 2.000 EACH | | |
DELINEATOR POST | | |
0140 701-51195 151.000 m | | |
PILE, STEEL H, HP 310mm X 79 | | |
0141 701-05785 254.000 m | | |
EXPLORATION (SHAFT EXCAVATION) , | | |
UNCLASSIFIED | | |
0142 701-05561 293.000 m | | |
DRILLED SHAFT | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,483,168.84| $ 7,265,549.51| $ 7,413,634.94
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 466 -1
VENDOR RANKING
CALL ORDER : 466 CONTRACT ID : B -30064-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : BRIDGE MAINTENANCE AND REPAIR COMPLETION DATE : 01/15/10
LOCATION : ON US 12 OVER THE LAKE GEORGE CANAL, IN EAST CHICAGO PROJECT(S) : 0501111
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,244,657.40 100.0000%
2 35-1262778 MIDWESTERN ELECTRIC $ 1,333,994.95 107.1777%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 466 -2
TABULATION OF BIDS
CALL ORDER : 466 CONTRACT ID : B -30064-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-1262778 |( )
|SUPERIOR CONSTRUCTION CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE MAINTENANCE AND REPAIR
| | |
0001 105-06845 LUMP | 83500.00000 83500.00| 18750.00000 18750.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 7800.00000 7800.00| 11038.00000 11038.00|
RADIO , TRANSMITTER/RECEIVER CCTV SYSTE | | |
0003 105-08520 1.000 EACH | 100.00000 100.00| 294.00000 294.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 8.000 MOS | 100.00000 800.00| 52.50000 420.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 63000.00000 63000.00| 62125.55000 62125.55|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-01015 LUMP | 2500.00000 2500.00| 1000.00000 1000.00|
CLEARING AND GRUBBING | | |
0012 205-06937 500.000 LFT | 3.00000 1500.00| 3.50000 1750.00|
TEMPORARY SILT FENCE | | |
0013 210-07887 LUMP | 16200.00000 16200.00| 20300.00000 20300.00|
TRAFFIC SIGNAL AND GATES | | |
0014 210-08379 4.000 EACH | 1250.00000 5000.00| 225.00000 900.00|
STEEL GRID REPAIR | | |
0015 210-09492 LUMP | 84000.00000 84000.00| 87499.50000 87499.50|
PROGRAMMING | | |
0017 210-09494 LUMP | 124445.00000 124445.00| 93256.00000 93256.00|
FLUID , POWER SYSTEM RECONDITIONING | | |
0018 210-09495 LUMP | 125000.00000 125000.00| 64811.00000 64811.00|
REAR , LOCKS | | |
0019 210-09496 LUMP | 15000.00000 15000.00| 28290.00000 28290.00|
LEAF , ALIGNMENT | | |
0022 210-09499 LUMP | 38250.00000 38250.00| 51145.00000 51145.00|
AUXILIARY , EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 466 -3
TABULATION OF BIDS
CALL ORDER : 466 CONTRACT ID : B -30064-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-1262778 |( )
|SUPERIOR CONSTRUCTION CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0023 210-09511 2.000 EACH | 3500.00000 7000.00| 3975.00000 7950.00|
MONITORS CCTV SYSTEM | | |
0024 210-09513 LUMP | 68200.00000 68200.00| 57299.00000 57299.00|
CABINET , CONTROL CONSOLE | | |
0025 210-09513 LUMP | 98250.00000 98250.00| 95524.00000 95524.00|
CABINET , PLC | | |
0026 210-09522 LUMP | 40000.00000 40000.00| 31700.00000 31700.00|
SPAN , BALANCING | | |
0029 628-09401 8.000 MOS | 1615.00000 12920.00| 1700.00000 13600.00|
FIELD OFFICE, A | | |
0030 706-03705 52.000 LFT | 86.00000 4472.00| 86.66000 4506.32|
BRIDGE RAIL BRIDGE RAILING REPAIR | | |
0031 709-51821 LUMP | 2000.00000 2000.00| 300.00000 300.00|
SURFACE SEAL | | |
0032 711-04761 LUMP | 65000.00000 65000.00| 62453.35000 62453.35|
OPERATORS HOUSE, MISCELLANEOUS | | |
0033 715-05087 LUMP | 15000.00000 15000.00| 19800.00000 19800.00|
MAINTENANCE , COUNTERWEIGHT PIT CLEANIN | | |
0034 715-05087 LUMP | 20000.00000 20000.00| 54670.00000 54670.00|
MAINTENANCE , MACHINERY | | |
0035 724-51925 138.000 LFT | 430.00000 59340.00| 1250.00000 172500.00|
STRUCTURAL EXPANSION JOINT, SS REPLACE | | |
0036 729-51875 35.000 SFT | 140.00000 4900.00| 41.00000 1435.00|
CONCRETE, A, PATCHING | | |
0037 801-03290 2.000 EACH | 168.00000 336.00| 176.40000 352.80|
CONSTRUCTION SIGN, C | | |
0038 801-04308 6.000 EACH | 106.00000 636.00| 111.30000 667.80|
ROAD CLOSURE SIGN ASSEMBLY | | |
0039 801-06625 18.000 EACH | 59.00000 1062.00| 61.95000 1115.10|
DETOUR ROUTE MARKER ASSEMBLY | | |
0040 801-06640 14.000 EACH | 92.00000 1288.00| 96.60000 1352.40|
CONSTRUCTION SIGN, A | | |
0041 801-06775 LUMP | 24800.00000 24800.00| 1689.85000 1689.85|
MAINTAINING TRAFFIC | | |
0042 801-06775 LUMP | 4000.00000 4000.00| 1715.30000 1715.30|
MAINTAINING TRAFFIC LAKE GEORGE CANAL | | |
0043 801-07118 128.000 LFT | 6.05000 774.40| 6.36000 814.08|
BARRICADE, III-A | | |
0044 801-09133 2.000 EACH | 2365.00000 4730.00| 2483.25000 4966.50|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0045 805-06138 1.000 EACH | 8375.00000 8375.00| 13560.00000 13560.00|
SERVER CCTV SYSTEM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 466 -4
TABULATION OF BIDS
CALL ORDER : 466 CONTRACT ID : B -30064-A COUNTIES : LAKE
LETTING DATE : 02/11/09 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1035114 |( 2 ) 35-1262778 |( )
|SUPERIOR CONSTRUCTION CO |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0046 805-06997 2.000 EACH | 6800.00000 13600.00| 8169.00000 16338.00|
CAMERA CCTV SYSTEM | | |
0047 805-95663 LUMP | 125590.00000 125590.00| 250250.00000 250250.00|
ELECTRICAL WORK | | |
0048 807-04744 LUMP | 54500.00000 54500.00| 40000.00000 40000.00|
LIGHTING NAVIGATION AND AIDS | | |
0049 210-09493 224.000 LFT | 56.00000 12544.00| 57.20000 12812.80|
MACHINERY , ROOM FLASHING AND EQUIPMENT | | |
0050 210-09497 1220.000 LBS | 2.00000 2440.00| 1.63000 1988.60|
BALANCE , BLOCK | | |
0051 210-09498 LUMP | 22000.00000 22000.00| 17450.00000 17450.00|
LIMITS | | |
0052 202-07601 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00|
TESTING FOR WASTE, A | | |
0053 202-07603 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00|
TESTING FOR WASTE, C | | |
0054 202-05545 20.000 CYS | 30.00000 600.00| 100.00000 2000.00|
REGULATED MATERIALS, DISPOSE, C | | |
0055 202-05550 20.000 CYS | 30.00000 600.00| 30.00000 600.00|
REGULATED MATERIALS, REMOVE, C | | |
0056 202-05555 20.000 CYS | 30.00000 600.00| 50.00000 1000.00|
REGULATED MATERIALS, TRANSPORT, C | | |
SECTION TOTALS | $ 1,244,657.40| $ 1,333,994.95| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,244,657.40| $ 1,333,994.95| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 570 -1
VENDOR RANKING
CALL ORDER : 570 CONTRACT ID : T -30516-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : RAISED PAVEMENT MARKINGS, REFURBISHED COMPLETION DATE : 09/25/09
LOCATION : AT VARIOUS LOCATIONS WITHIN THE FORT WAYNE DISTRICT PROJECT(S) : 0710970
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1983873 M A S MARKERS INC $ 123,948.12 100.0000%
2 31-0989223 TRAFFIC SPECIALISTS INC $ 189,627.20 152.9892%
3 26-1745760 K & S MARKERS INC $ 202,193.60 163.1276%
4 31-1035771 A & A SAFETY INC $ 243,010.52 196.0583%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 570 -2
TABULATION OF BIDS
CALL ORDER : 570 CONTRACT ID : T -30516-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1983873 |( 2 ) 31-0989223 |( 3 ) 26-1745760
|M A S MARKERS INC |TRAFFIC SPECIALISTS INC |K & S MARKERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 RAISED PAVEMENT MARKINGS, REFURBISHED
| | |
0001 105-08520 1.000 EACH | 20.00000 20.00| 100.00000 100.00| 75.00000 75.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 10.00000 40.00| 75.00000 300.00| 80.00000 320.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 20831.46000 20831.46| 5000.00000 5000.00| 5592.50000 5592.50
MOBILIZATION AND DEMOBILIZATION | | |
0009 628-09408 4.000 MOS | 1.50000 6.00| 125.00000 500.00| 350.00000 1400.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0010 628-09409 4.000 MOS | 50.00000 200.00| 100.00000 400.00| 75.00000 300.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0011 801-03290 4.000 EACH | 1.00000 4.00| 150.00000 600.00| 8.00000 32.00
CONSTRUCTION SIGN, C | | |
0012 801-06710 90.000 DAY | 0.50000 45.00| 1.00000 90.00| 1.00000 90.00
FLASHING ARROW SIGN | | |
0013 801-06775 LUMP | 20831.46000 20831.46| 12000.00000 12000.00| 24000.00000 24000.00
MAINTAINING TRAFFIC | | |
0014 801-92448 540.000 DAY | 0.50000 270.00| 0.50000 270.00| 0.75000 405.00
CONSTRUCTION SIGNS, MOBILE | | |
0015 808-75994 38718.000 EACH | 2.00000 77436.00| 2.90000 112282.20| 3.35000 129705.30
PRISMATIC REFLECTOR | | |
0016 808-75996 3872.000 EACH | 0.10000 387.20| 1.00000 3872.00| 2.00000 7744.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0017 808-75998 3872.000 EACH | 1.00000 3872.00| 14.00000 54208.00| 8.40000 32524.80
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 123,948.12| $ 189,627.20| $ 202,193.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 123,948.12| $ 189,627.20| $ 202,193.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 570 -3
TABULATION OF BIDS
CALL ORDER : 570 CONTRACT ID : T -30516-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 31-1035771 |( ) |( )
|A & A SAFETY INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 RAISED PAVEMENT MARKINGS, REFURBISHED
| | |
0001 105-08520 1.000 EACH | 154.00000 154.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 100.00000 400.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 4995.00000 4995.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 628-09408 4.000 MOS | 500.00000 2000.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0010 628-09409 4.000 MOS | 100.00000 400.00| |
MOBILE INTERNET SERVICE , 1 EACH | | |
0011 801-03290 4.000 EACH | 200.00000 800.00| |
CONSTRUCTION SIGN, C | | |
0012 801-06710 90.000 DAY | 1.00000 90.00| |
FLASHING ARROW SIGN | | |
0013 801-06775 LUMP | 35000.00000 35000.00| |
MAINTAINING TRAFFIC | | |
0014 801-92448 540.000 DAY | 1.00000 540.00| |
CONSTRUCTION SIGNS, MOBILE | | |
0015 808-75994 38718.000 EACH | 3.54000 137061.72| |
PRISMATIC REFLECTOR | | |
0016 808-75996 3872.000 EACH | 1.00000 3872.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0017 808-75998 3872.000 EACH | 14.90000 57692.80| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 243,010.52| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 243,010.52| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -1
VENDOR RANKING
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ITS TRAFFIC MANAGEMENT SYSTEM COMPLETION DATE : 06/19/10
LOCATION : ON I-64, I-65, I-69, I-70, I-74, I-465, I-80, I-94, PROJECT(S) : 0710096
AND US 30
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0821499 JAMES H DREW CORPORATION $ 5,857,002.33 100.0000%
2 35-0392360 HOOSIER COMPANY INC THE $ 6,595,253.96 112.6046%
3 04-3815584 GFS FENCE GUARDRAIL & SIGNAGE INC $ 7,332,668.30 125.1949%
4 25-0957436 BRUCE & MERRILEES ELECTRIC COMPANY $ 7,869,847.99 134.3665%
5 35-1262778 MIDWESTERN ELECTRIC $ 8,569,215.68 146.3072%
06-1675328 MARTELL ELECTRIC LLC IRREGULAR
35-1657131 MICHIANA CONTRACTING INC IRREGULAR
43-1012298 COLLINS & HERMANN INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -2
TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-0392360 |( 3 ) 04-3815584
|JAMES H DREW CORPORATION |HOOSIER COMPANY INC THE |GFS FENCE GUARDRAIL & SIGNAGE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM
| | |
0001 105-06845 LUMP | 22050.00000 22050.00| 22600.00000 22600.00| 22145.00000 22145.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 281597.28000 281597.28| 316600.00000 316600.00| 374600.00000 374600.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-02240 750.000 SYS | 31.50000 23625.00| 35.00000 26250.00| 61.80000 46350.00
PAVEMENT REMOVAL | | |
0009 202-02241 282.000 LFT | 10.50000 2961.00| 11.60000 3271.20| 3.90000 1099.80
GUARDRAIL, REMOVE | | |
0010 202-74085 4.000 EACH | 2758.55000 11034.20| 2200.00000 8800.00| 1365.96000 5463.84
OVERHEAD SIGN STRUCTURE, TWIN | | |
CANTILEVER, REMOVE | | |
0011 202-86946 2.000 EACH | 680.18000 1360.36| 476.00000 952.00| 798.25000 1596.50
HANDHOLE, REMOVE | | |
0012 202-94747 2.000 EACH | 85.02000 170.04| 253.00000 506.00| 200.00000 400.00
POST, REMOVE | | |
0013 202-94793 660.000 LFT | 52.50000 34650.00| 56.00000 36960.00| 123.60000 81576.00
BARRIER, MEDIAN, CONCRETE, REMOVE | | |
0014 202-95579 1.000 EACH | 680.18000 680.18| 600.00000 600.00| 1076.35000 1076.35
SERVICE POINT, REMOVE | | |
0015 202-96022 1.000 EACH | 1575.00000 1575.00| 7900.00000 7900.00| 2676.48000 2676.48
CONCRETE FOUNDATION, REMOVE | | |
0016 202-99626 2.000 EACH | 1013.47000 2026.94| 530.00000 1060.00| 499.60000 999.20
FOUNDATION FOR SIGNING, REMOVE | | |
0017 203-02000 288.000 CYS | 42.00000 12096.00| 45.00000 12960.00| 125.66000 36190.08
EXCAVATION, COMMON | | |
0018 203-08607 4060.000 LFT | 63.00000 255780.00| 65.00000 263900.00| 37.08000 150544.80
LINEAR GRADING | | |
0019 205-06937 8000.000 LFT | 1.50000 12000.00| 5.00000 40000.00| 1.47000 11760.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -3
TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-0392360 |( 3 ) 04-3815584
|JAMES H DREW CORPORATION |HOOSIER COMPANY INC THE |GFS FENCE GUARDRAIL & SIGNAGE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 206-51230 100.000 CYS | 157.50000 15750.00| 261.00000 26100.00| 125.66000 12566.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0021 207-08263 1618.000 SYS | 52.50000 84945.00| 55.00000 88990.00| 72.10000 116657.80
SUBGRADE TREATMENT, TYPE IA | | |
0022 211-07454 288.000 CYS | 47.25000 13608.00| 47.00000 13536.00| 158.62000 45682.56
STRUCTURE BACKFILL | | |
0023 302-06464 237.000 CYS | 157.50000 37327.50| 163.00000 38631.00| 221.45000 52483.65
SUBBASE FOR PCCP | | |
0024 303-01180 1118.000 TON | 42.00000 46956.00| 44.00000 49192.00| 67.98000 76001.64
COMPACTED AGGREGATE, NO. 53 | | |
0025 303-07662 200.000 TON | 94.50000 18900.00| 129.00000 25800.00| 29.42000 5884.00
STONE , NO 2. | | |
0026 304-07789 97.000 TON | 383.25000 37175.25| 420.00000 40740.00| 257.50000 24977.50
WIDENING WITH HMA, TYPE D | | |
0027 501-05240 30.000 LFT | 36.75000 1102.50| 37.00000 1110.00| 30.90000 927.00
CONTRACTION JOINT, D1 | | |
0028 502-06329 67.000 SYS | 183.75000 12311.25| 194.00000 12998.00| 260.59000 17459.53
PCCP, 12 IN. | | |
0029 503-03489 200.000 EACH | 42.00000 8400.00| 44.00000 8800.00| 25.75000 5150.00
RETROFITTED TIE BARS | | |
0030 506-06333 750.000 SYS | 183.75000 137812.50| 200.00000 150000.00| 260.59000 195442.50
PCCP PATCHING, FULL DEPTH | | |
0031 601-06238 7.000 EACH | 14000.00000 98000.00| 16600.00000 116200.00| 17395.26000 121766.82
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0032 601-06246 4.000 EACH | 14000.00000 56000.00| 16600.00000 66400.00| 17460.16000 69840.64
IMPACT ATTENUATOR, R2, W1, TL-3 | | |
0033 601-06854 1.000 EACH | 4600.00000 4600.00| 3500.00000 3500.00| 2800.00000 2800.00
GUARDRAIL, W-BEAM, NESTED | | |
0034 601-94689 2.000 EACH | 2595.00000 5190.00| 3800.00000 7600.00| 2450.00000 4900.00
GUARDRAIL END TREATMENT, OS | | |
0035 601-99105 788.000 LFT | 20.00000 15760.00| 32.00000 25216.00| 20.11000 15846.68
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0036 602-06729 42.000 EACH | 15.00000 630.00| 45.00000 1890.00| 20.80000 873.60
BARRIER DELINEATOR | | |
0037 602-91266 418.000 LFT | 288.75000 120697.50| 326.00000 136268.00| 350.20000 146383.60
MEDIAN BARRIER, CONCRETE, MODIFIED | | |
0038 621-03867 11636.000 SYS | 0.65000 7563.40| 3.41000 39678.76| 1.27000 14777.72
MULCHED SEEDING, A | | |
0039 621-06570 1492.000 CYS | 52.50000 78330.00| 56.00000 83552.00| 31.93000 47639.56
TOP SOIL | | |
0040 715-03321 4.000 EACH | 2100.00000 8400.00| 2420.00000 9680.00| 2060.00000 8240.00
SAFETY METAL END SECTION, 6:1, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -4
TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-0392360 |( 3 ) 04-3815584
|JAMES H DREW CORPORATION |HOOSIER COMPANY INC THE |GFS FENCE GUARDRAIL & SIGNAGE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 715-05149 800.000 LFT | 59.85000 47880.00| 68.00000 54400.00| 58.71000 46968.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0042 718-08308 1320.000 LFT | 36.75000 48510.00| 56.00000 73920.00| 51.50000 67980.00
UNDERDRAIN, PATCHING | | |
0043 801-03290 45.000 EACH | 315.00000 14175.00| 326.00000 14670.00| 309.00000 13905.00
CONSTRUCTION SIGN, C | | |
0044 801-06710 1980.000 DAY | 10.00000 19800.00| 15.50000 30690.00| 7.11000 14077.80
FLASHING ARROW SIGN | | |
0045 801-06775 LUMP | 706475.85000 706475.85| 273300.00000 273300.00| 206000.00000 206000.00
MAINTAINING TRAFFIC | | |
0046 801-07024 10.000 EACH | 5300.00000 53000.00| 6600.00000 66000.00| 6801.20000 68012.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0047 801-08401 4700.000 LFT | 1.05000 4935.00| 41.00000 192700.00| 52.53000 246891.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0048 801-08508 9850.000 LFT | 1.05000 10342.50| 45.00000 443250.00| 53.56000 527566.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0049 802-02475 1.000 EACH | 425.11000 425.11| 570.00000 570.00| 951.20000 951.20
SIGN, PANEL, REMOVE AND RELOCATE | | |
0050 802-07053 9.000 EACH | 17850.00000 160650.00| 22600.00000 203400.00| 13997.25000 125975.25
BOX TRUSS SIGN STRUCTURE FOUNDATION , | | |
NO. 2, 45 INCH BARRIER WALL | | |
0051 802-07053 17.000 EACH | 13650.00000 232050.00| 11500.00000 195500.00| 19489.86000 331327.62
BOX TRUSS SIGN STRUCTURE FOUNDATION , | | |
NO. 2, MEDIAN OR SHOULDER | | |
0052 802-07053 2.000 EACH | 16800.00000 33600.00| 22600.00000 45200.00| 12976.48000 25952.96
BOX TRUSS SIGN STRUCTURE FOUNDATION , | | |
NO.2, 33 INCH BARRIER WALL | | |
0053 802-07060 1.000 EACH | 270.05000 270.05| 540.00000 540.00| 131.76000 131.76
SIGN, SHEET, RELOCATE | | |
0054 802-07061 14.000 EACH | 71719.20000 1004068.80| 81600.00000 1142400.00| 97454.46000 1364362.44
OVERHEAD DMS STRUCTURE, BOX TRUSS | | |
0055 802-07151 2.000 EACH | 582.14000 1164.28| 324.00000 648.00| 539.70000 1079.40
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0056 802-09187 LUMP | 21010.00000 21010.00| 14400.00000 14400.00| 3683.28000 3683.28
DMS , SPARE PARTS | | |
0057 802-09483 5.000 EACH | 3841.05000 19205.25| 8500.00000 42500.00| 10226.24000 51131.20
DMS , LADDER RETROFIT | | |
0058 802-09483 28.000 EACH | 61040.13000 1709123.64| 63800.00000 1786400.00| 73954.00000 2070712.00
DMS , OVERHEAD | | |
0059 802-09483 3.000 EACH | 1452.18000 4356.54| 8100.00000 24300.00| 5591.90000 16775.70
DMS , OVERHEAD INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -5
TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-0392360 |( 3 ) 04-3815584
|JAMES H DREW CORPORATION |HOOSIER COMPANY INC THE |GFS FENCE GUARDRAIL & SIGNAGE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 802-09483 21.000 EACH | 1452.18000 30495.78| 3600.00000 75600.00| 8034.00000 168714.00
DMS , REMOVE | | |
0061 802-76095 352.000 LBS | 3.32000 1168.64| 5.20000 1830.40| 5.47000 1925.44
STRUCTURAL STEEL, BREAKAWAY | | |
0062 805-02383 380.000 LFT | 26.27000 9982.60| 26.00000 9880.00| 24.21000 9199.80
CONDUIT, STEEL, GALVANIZED, 2.5 IN. | | |
0063 805-02618 4980.000 LFT | 13.88000 69122.40| 4.73000 23555.40| 9.37000 46662.60
WIRE, NO. 2 COPPER, 3 1C , XHHW | | |
0064 805-92155 4980.000 LFT | 4.09000 20368.20| 2.09000 10408.20| 1.65000 8217.00
WIRE, XHHW, NO. 6 COPPER, 1/C , GREEN | | |
JACKET | | |
0065 807-02191 22.000 EACH | 889.18000 19561.96| 820.00000 18040.00| 1148.45000 25265.90
HANDHOLE, LIGHTING | | |
0066 807-03965 1640.000 LFT | 21.92000 35948.80| 14.90000 24436.00| 28.84000 47297.60
CONDUIT, PVC, 2.50 IN., SCHEDULE 80, | | |
FOR ELECTRIC | | |
0067 807-95492 10.000 EACH | 3690.53000 36905.30| 3800.00000 38000.00| 5356.00000 53560.00
SERVICE POINT, II, BREAKER ENCLOSURE | | |
0068 801-06640 90.000 EACH | 337.05000 30334.50| 326.00000 29340.00| 309.00000 27810.00
CONSTRUCTION SIGN, A | | |
0069 202-07003 LUMP | 8502.23000 8502.23| 2030.00000 2030.00| 1158.75000 1158.75
REMOVE , EXISTING WIRE | | |
0070 210-06048 LUMP | 32500.00000 32500.00| 69100.00000 69100.00| 36590.75000 36590.75
CONNECT , POWER COMPANY CHARGE | | |
SECTION TOTALS | $ 5,857,002.33| $ 6,595,253.96| $ 7,332,668.30
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,857,002.33| $ 6,595,253.96| $ 7,332,668.30
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -6
TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 25-0957436 |( 5 ) 35-1262778 |( )
|BRUCE & MERRILEES ELECTRIC C |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ITS TRAFFIC MANAGEMENT SYSTEM
| | |
0001 105-06845 LUMP | 21000.00000 21000.00| 34840.00000 34840.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0007 110-01001 LUMP | 349000.00000 349000.00| 647120.00000 647120.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 202-02240 750.000 SYS | 46.85000 35137.50| 72.00000 54000.00|
PAVEMENT REMOVAL | | |
0009 202-02241 282.000 LFT | 11.00000 3102.00| 12.50000 3525.00|
GUARDRAIL, REMOVE | | |
0010 202-74085 4.000 EACH | 3064.31000 12257.24| 1580.00000 6320.00|
OVERHEAD SIGN STRUCTURE, TWIN | | |
CANTILEVER, REMOVE | | |
0011 202-86946 2.000 EACH | 229.53000 459.06| 400.00000 800.00|
HANDHOLE, REMOVE | | |
0012 202-94747 2.000 EACH | 152.97000 305.94| 75.00000 150.00|
POST, REMOVE | | |
0013 202-94793 660.000 LFT | 92.71000 61188.60| 137.00000 90420.00|
BARRIER, MEDIAN, CONCRETE, REMOVE | | |
0014 202-95579 1.000 EACH | 1021.56000 1021.56| 350.00000 350.00|
SERVICE POINT, REMOVE | | |
0015 202-96022 1.000 EACH | 9178.04000 9178.04| 1900.00000 1900.00|
CONCRETE FOUNDATION, REMOVE | | |
0016 202-99626 2.000 EACH | 9178.02000 18356.04| 2600.00000 5200.00|
FOUNDATION FOR SIGNING, REMOVE | | |
0017 203-02000 288.000 CYS | 67.98000 19578.24| 55.00000 15840.00|
EXCAVATION, COMMON | | |
0018 203-08607 4060.000 LFT | 26.37000 107062.20| 40.00000 162400.00|
LINEAR GRADING | | |
0019 205-06937 8000.000 LFT | 2.68000 21440.00| 1.65000 13200.00|
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -7
TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 25-0957436 |( 5 ) 35-1262778 |( )
|BRUCE & MERRILEES ELECTRIC C |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 206-51230 100.000 CYS | 126.24000 12624.00| 185.00000 18500.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0021 207-08263 1618.000 SYS | 55.00000 88990.00| 75.00000 121350.00|
SUBGRADE TREATMENT, TYPE IA | | |
0022 211-07454 288.000 CYS | 90.51000 26066.88| 62.00000 17856.00|
STRUCTURE BACKFILL | | |
0023 302-06464 237.000 CYS | 90.51000 21450.87| 250.00000 59250.00|
SUBBASE FOR PCCP | | |
0024 303-01180 1118.000 TON | 53.60000 59924.80| 68.00000 76024.00|
COMPACTED AGGREGATE, NO. 53 | | |
0025 303-07662 200.000 TON | 109.84000 21968.00| 122.00000 24400.00|
STONE , NO 2. | | |
0026 304-07789 97.000 TON | 425.00000 41225.00| 325.00000 31525.00|
WIDENING WITH HMA, TYPE D | | |
0027 501-05240 30.000 LFT | 26.00000 780.00| 30.00000 900.00|
CONTRACTION JOINT, D1 | | |
0028 502-06329 67.000 SYS | 200.00000 13400.00| 250.00000 16750.00|
PCCP, 12 IN. | | |
0029 503-03489 200.000 EACH | 25.00000 5000.00| 30.00000 6000.00|
RETROFITTED TIE BARS | | |
0030 506-06333 750.000 SYS | 190.00000 142500.00| 300.00000 225000.00|
PCCP PATCHING, FULL DEPTH | | |
0031 601-06238 7.000 EACH | 13175.00000 92225.00| 16440.00000 115080.00|
IMPACT ATTENUATOR, R1, W1, TL-3 | | |
0032 601-06246 4.000 EACH | 13175.00000 52700.00| 16340.00000 65360.00|
IMPACT ATTENUATOR, R2, W1, TL-3 | | |
0033 601-06854 1.000 EACH | 2600.00000 2600.00| 5230.00000 5230.00|
GUARDRAIL, W-BEAM, NESTED | | |
0034 601-94689 2.000 EACH | 2600.00000 5200.00| 2993.00000 5986.00|
GUARDRAIL END TREATMENT, OS | | |
0035 601-99105 788.000 LFT | 17.25000 13593.00| 24.00000 18912.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0036 602-06729 42.000 EACH | 20.00000 840.00| 17.00000 714.00|
BARRIER DELINEATOR | | |
0037 602-91266 418.000 LFT | 348.48000 145664.64| 395.00000 165110.00|
MEDIAN BARRIER, CONCRETE, MODIFIED | | |
0038 621-03867 11636.000 SYS | 3.10000 36071.60| 0.88000 10239.68|
MULCHED SEEDING, A | | |
0039 621-06570 1492.000 CYS | 30.00000 44760.00| 34.00000 50728.00|
TOP SOIL | | |
0040 715-03321 4.000 EACH | 2000.00000 8000.00| 2200.00000 8800.00|
SAFETY METAL END SECTION, 6:1, 12 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -8
TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 25-0957436 |( 5 ) 35-1262778 |( )
|BRUCE & MERRILEES ELECTRIC C |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 715-05149 800.000 LFT | 57.00000 45600.00| 64.00000 51200.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0042 718-08308 1320.000 LFT | 40.00000 52800.00| 56.00000 73920.00|
UNDERDRAIN, PATCHING | | |
0043 801-03290 45.000 EACH | 267.97000 12058.65| 332.00000 14940.00|
CONSTRUCTION SIGN, C | | |
0044 801-06710 1980.000 DAY | 71.29000 141154.20| 55.00000 108900.00|
FLASHING ARROW SIGN | | |
0045 801-06775 LUMP | 178044.15000 178044.15| 650000.00000 650000.00|
MAINTAINING TRAFFIC | | |
0046 801-07024 10.000 EACH | 5500.00000 55000.00| 6250.00000 62500.00|
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0047 801-08401 4700.000 LFT | 43.13000 202711.00| 60.00000 282000.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0048 801-08508 9850.000 LFT | 50.85000 500872.50| 60.00000 591000.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0049 802-02475 1.000 EACH | 613.00000 613.00| 2100.00000 2100.00|
SIGN, PANEL, REMOVE AND RELOCATE | | |
0050 802-07053 9.000 EACH | 30472.53000 274252.77| 25410.00000 228690.00|
BOX TRUSS SIGN STRUCTURE FOUNDATION , | | |
NO. 2, 45 INCH BARRIER WALL | | |
0051 802-07053 17.000 EACH | 29354.23000 499021.91| 16840.00000 286280.00|
BOX TRUSS SIGN STRUCTURE FOUNDATION , | | |
NO. 2, MEDIAN OR SHOULDER | | |
0052 802-07053 2.000 EACH | 29806.80000 59613.60| 19950.00000 39900.00|
BOX TRUSS SIGN STRUCTURE FOUNDATION , | | |
NO.2, 33 INCH BARRIER WALL | | |
0053 802-07060 1.000 EACH | 306.61000 306.61| 85.00000 85.00|
SIGN, SHEET, RELOCATE | | |
0054 802-07061 14.000 EACH | 89000.00000 1246000.00| 101744.00000 1424416.00|
OVERHEAD DMS STRUCTURE, BOX TRUSS | | |
0055 802-07151 2.000 EACH | 5118.39000 10236.78| 500.00000 1000.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0056 802-09187 LUMP | 2500.00000 2500.00| 31100.00000 31100.00|
DMS , SPARE PARTS | | |
0057 802-09483 5.000 EACH | 12349.56000 61747.80| 5200.00000 26000.00|
DMS , LADDER RETROFIT | | |
0058 802-09483 28.000 EACH | 91328.39000 2557194.92| 80150.00000 2244200.00|
DMS , OVERHEAD | | |
0059 802-09483 3.000 EACH | 8171.51000 24514.53| 9810.00000 29430.00|
DMS , OVERHEAD INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 580 -9
TABULATION OF BIDS
CALL ORDER : 580 CONTRACT ID : T -31740-A COUNTIES : VARIOUS
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 25-0957436 |( 5 ) 35-1262778 |( )
|BRUCE & MERRILEES ELECTRIC C |MIDWESTERN ELECTRIC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 802-09483 21.000 EACH | 6128.63000 128701.23| 6450.00000 135450.00|
DMS , REMOVE | | |
0061 802-76095 352.000 LBS | 5.11000 1798.72| 4.00000 1408.00|
STRUCTURAL STEEL, BREAKAWAY | | |
0062 805-02383 380.000 LFT | 49.12000 18665.60| 18.00000 6840.00|
CONDUIT, STEEL, GALVANIZED, 2.5 IN. | | |
0063 805-02618 4980.000 LFT | 9.22000 45915.60| 7.00000 34860.00|
WIRE, NO. 2 COPPER, 3 1C , XHHW | | |
0064 805-92155 4980.000 LFT | 1.87000 9312.60| 2.00000 9960.00|
WIRE, XHHW, NO. 6 COPPER, 1/C , GREEN | | |
JACKET | | |
0065 807-02191 22.000 EACH | 1075.51000 23661.22| 876.00000 19272.00|
HANDHOLE, LIGHTING | | |
0066 807-03965 1640.000 LFT | 11.15000 18286.00| 10.00000 16400.00|
CONDUIT, PVC, 2.50 IN., SCHEDULE 80, | | |
FOR ELECTRIC | | |
0067 807-95492 10.000 EACH | 12432.46000 124324.60| 3980.00000 39800.00|
SERVICE POINT, II, BREAKER ENCLOSURE | | |
0068 801-06640 90.000 EACH | 334.43000 30098.70| 330.00000 29700.00|
CONSTRUCTION SIGN, A | | |
0069 202-07003 LUMP | 3064.43000 3064.43| 5240.00000 5240.00|
REMOVE , EXISTING WIRE | | |
0070 210-06048 LUMP | 47101.66000 47101.66| 42840.00000 42840.00|
CONNECT , POWER COMPANY CHARGE | | |
SECTION TOTALS | $ 7,869,847.99| $ 8,569,215.68| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 7,869,847.99| $ 8,569,215.68| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 610 -1
VENDOR RANKING
CALL ORDER : 610 CONTRACT ID : TM-31712-A COUNTIES : MARION
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : LIGHTING MAINTENANCE COMPLETION DATE : 03/31/10
LOCATION : AT VARIOUS LOCATIONS THROUGHOUT MARION COUNTY PROJECT(S) : 0810266
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1262778 MIDWESTERN ELECTRIC $ 175,448.50 100.0000%
2 36-1460460 MEADE ELECTRIC CO $ 305,897.89 174.3520%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 610 -2
TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : TM-31712-A COUNTIES : MARION
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LIGHTING MAINTENANCE
| | |
0001 105-08520 1.000 EACH | 100.00000 100.00| 165.00000 165.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 12.000 MOS | 51.00000 612.00| 110.00000 1320.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 50.00000 50.00| 2200.00000 2200.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 210-05815 50.000 EACH | 1.00000 50.00| 18.60000 930.00|
LIGHTING , STRUCTURE INSPECTION | | |
0009 210-08284 50.000 EACH | 250.00000 12500.00| 297.70000 14885.00|
EMERGENCY , CALLOUT, KNOCK DOWNS | | |
0010 702-90915 10.000 CYS | 350.00000 3500.00| 18.44000 184.40|
CONCRETE, A | | |
0011 715-97122 25.000 LFT | 5.00000 125.00| 1.00000 25.00|
PIPE, PVC, 2 IN. | | |
0012 732-04994 1.000 EACH | 300.00000 300.00| 37.20000 37.20|
METER | | |
0013 732-04994 5.000 EACH | 200.00000 1000.00| 70.54000 352.70|
METER , BASE, INSTALL | | |
0014 803-87715 3.000 EACH | 35.00000 105.00| 32.87000 98.61|
GROUND ROD WITH CONNECTOR | | |
0015 805-04428 6000.000 LFT | 1.25000 7500.00| 4.40000 26400.00|
CABLE DUCT | | |
0016 805-04940 10.000 EACH | 25.00000 250.00| 404.40000 4044.00|
MAST ARM , FT. TO 30 FT., FURNISH AND | | |
INSTALL | | |
0017 805-06592 500.000 LFT | 10.00000 5000.00| 3.68000 1840.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0018 805-86842 1000.000 LFT | 1.50000 1500.00| 0.31000 310.00|
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 2 COPPER | | |
STRANDED, 1/C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 610 -3
TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : TM-31712-A COUNTIES : MARION
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 805-86843 5000.000 LFT | 1.50000 7500.00| 1.08000 5400.00|
WIRE, NO. 4 COPPER, 1C | | |
0020 805-86898 100.000 LFT | 5.00000 500.00| 1.41000 141.00|
CONDUIT, STEEL, GALVANIZED, .75 IN. | | |
0021 805-87408 1.000 EACH | 45.00000 45.00| 1883.00000 1883.00|
SIGNAL, POLE, WOOD, 5, 40 FT. | | |
0022 805-87640 5.000 SET | 225.00000 1125.00| 610.80000 3054.00|
BREAKAWAY COUPLING | | |
0023 805-87746 200.000 LFT | 0.25000 50.00| 0.88000 176.00|
AERIAL CABLE, TRIPLEX | | |
0024 805-87780 10.000 EACH | 75.00000 750.00| 291.80000 2918.00|
CIRCUIT BREAKER | | |
0025 805-91706 10.000 EACH | 75.00000 750.00| 650.40000 6504.00|
ANCHOR BOLT, REPAIR | | |
0026 805-95518 20.000 LFT | 1.50000 30.00| 11.85000 237.00|
FLEXIBLE CONDUIT, 2 IN. | | |
0027 805-95519 10.000 LFT | 1.25000 12.50| 10.20000 102.00|
FLEXIBLE CONDUIT, 0.75 IN. | | |
0028 805-95705 40.000 EACH | 275.00000 11000.00| 284.85000 11394.00|
BREAKAWAY ALUMINUM TRANSFORMER BASE | | |
0029 805-96197 1000.000 LFT | 0.75000 750.00| 1.00000 1000.00|
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 10 | | |
COPPER STRANDED, 1/C | | |
0030 805-98469 10.000 EACH | 300.00000 3000.00| 666.50000 6665.00|
PULL BOX | | |
0031 807-01562 3.000 EACH | 65.00000 195.00| 200.00000 600.00|
POWER DISCONNECT PLUG FOR HIGH MAST | | |
TOWER | | |
0032 807-01563 3.000 EACH | 20.00000 60.00| 30.30000 90.90|
HIGH MAST TOWER LOCATING PIN, STAINLESS | | |
STEEL | | |
0033 807-01564 1.000 EACH | 5.00000 5.00| 176.30000 176.30|
HIGH MAST TOWER, SMALL GEAR OF CHAIN | | |
DRIVE | | |
0034 807-01603 6.000 EACH | 1200.00000 7200.00| 1000.00000 6000.00|
SERVICE POINT, TYPE II | | |
0035 807-01606 3.000 EACH | 150.00000 450.00| 282.57000 847.71|
HIGH MAST TOWER EXTERNAL WINCH ADAPTER | | |
ASSEMBLY AND SAFETY CABLE | | |
0036 807-01617 1.000 EACH | 50.00000 50.00| 533.80000 533.80|
HANDHOLE COVER AND RING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 610 -4
TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : TM-31712-A COUNTIES : MARION
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 807-02109 25.000 EACH | 50.00000 1250.00| 596.82000 14920.50|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, WITH VANDAL SHIELD, 250 | | |
WATT | | |
0038 807-02191 4.000 EACH | 400.00000 1600.00| 64.70000 258.80|
HANDHOLE, LIGHTING | | |
0039 807-02199 3.000 EACH | 100.00000 300.00| 23.40000 70.20|
HANDHOLE COVER, RECTANGULAR | | |
0040 807-07703 10.000 EACH | 250.00000 2500.00| 588.80000 5888.00|
HIGH MAST TOWER , BRAKER | | |
0041 807-84492 1.000 EACH | 50.00000 50.00| 1524.50000 1524.50|
LIGHT POLE, 30 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0042 807-85480 1.000 EACH | 50.00000 50.00| 1464.00000 1464.00|
LIGHT POLE, 30 FT. E.M.H., 5.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0043 807-85488 1.000 EACH | 50.00000 50.00| 1491.50000 1491.50|
LIGHT POLE, 30 FT. E.M.H., 8.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0044 807-85496 3.000 EACH | 50.00000 150.00| 1541.00000 4623.00|
LIGHT POLE, 30 FT. E.M.H., 12.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0045 807-85502 3.000 EACH | 50.00000 150.00| 1590.50000 4771.50|
LIGHT POLE, 30 FT. E.M.H., 15.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0046 807-85740 2.000 EACH | 50.00000 100.00| 1502.50000 3005.00|
LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | |
ARM, BREAKAWAY BASE | | |
0047 807-85752 2.000 EACH | 50.00000 100.00| 1541.00000 3082.00|
LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0048 807-85762 4.000 EACH | 50.00000 200.00| 1634.50000 6538.00|
LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0049 807-86615 20.000 EACH | 220.00000 4400.00| 150.00000 3000.00|
LUMINAIRE, ROADWAY, 250 WATT, HIGH | | |
PRESSURE SODIUM | | |
0050 807-86620 25.000 EACH | 220.00000 5500.00| 150.00000 3750.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0051 807-86665 12.000 EACH | 350.00000 4200.00| 150.00000 1800.00|
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 610 -5
TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : TM-31712-A COUNTIES : MARION
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0052 807-86750 10.000 EACH | 50.00000 500.00| 150.00000 1500.00|
LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | |
PRESSURE SODIUM, 150 WATT | | |
0053 807-86790 50.000 EACH | 10.00000 500.00| 500.00000 25000.00|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
0054 807-86910 50.000 EACH | 20.00000 1000.00| 40.00000 2000.00|
CONNECTOR KIT, UNFUSED | | |
0055 807-86915 50.000 EACH | 20.00000 1000.00| 45.00000 2250.00|
CONNECTOR KIT, FUSED | | |
0056 807-86920 50.000 EACH | 10.00000 500.00| 30.00000 1500.00|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0057 807-86930 50.000 EACH | 10.00000 500.00| 20.00000 1000.00|
INSULATION LINK, NONWATERPROOFED | | |
0058 807-86950 10.000 EACH | 10.00000 100.00| 7.36000 73.60|
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0059 807-86955 1.000 EACH | 5.00000 5.00| 230.00000 230.00|
CABLE DUCT MARKER | | |
0060 807-87022 2880.000 MOS | 12.00000 34560.00| 1.30000 3744.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 400 WATT | | |
0061 807-87085 300.000 HRS | 35.00000 10500.00| 99.20000 29760.00|
ELECTRICIAN | | |
0062 807-87595 6.000 EACH | 3.00000 18.00| 18.82000 112.92|
REPLACEMENT OF CABLE CLAMPS ON HIGHMAST | | |
TOWER LUMINAIRE RING | | |
0063 807-87800 3000.000 LFT | 1.50000 4500.00| 5.93000 17790.00|
CABLE DUCT, INSTALL | | |
0064 807-91704 30.000 EACH | 5.00000 150.00| 10.78000 323.40|
LIGHT POLE HANDHOLE COVER | | |
0065 807-91705 10.000 EACH | 50.00000 500.00| 203.80000 2038.00|
CONDUIT, POLYETHYLENE, REPAIR | | |
0066 807-92870 10.000 EACH | 10.00000 100.00| 32.35000 323.50|
TRANSFORMER BASE HANDHOLE | | |
0067 807-93650 10.000 SET | 125.00000 1250.00| 94.15000 941.50|
FOUNDATION, ANCHOR BOLTS AND | | |
REINFORCING STEEL FOR ROADWAY LIGHT | | |
0068 807-93746 500.000 LFT | 1.50000 750.00| 4.10000 2050.00|
TOWER RING LIFT CABLE, 0.375 | | |
0069 807-93747 500.000 LFT | 1.50000 750.00| 3.80000 1900.00|
TOWER RING, SUSPENSION CABLE, 0.1875 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 610 -6
TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : TM-31712-A COUNTIES : MARION
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0070 807-94480 30.000 EACH | 425.00000 12750.00| 446.50000 13395.00|
LIGHT STANDARD, INSTALL | | |
0071 807-95488 2.000 EACH | 100.00000 200.00| 258.80000 517.60|
NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | |
BREAKER, ENCLOSURE | | |
0072 807-95508 20.000 EACH | 25.00000 500.00| 187.30000 3746.00|
VANDAL SHIELD, LEXAN | | |
0073 807-95513 5.000 EACH | 250.00000 1250.00| 211.90000 1059.50|
SERVICE POINT MAIN BREAKER | | |
0074 807-95514 1.000 EACH | 50.00000 50.00| 187.30000 187.30|
SERVICE POINT RISER | | |
0075 807-95515 1.000 EACH | 25.00000 25.00| 34.90000 34.90|
SERVICE POINT WEATHERHEAD | | |
0076 807-95516 15.000 EACH | 300.00000 4500.00| 543.07000 8146.05|
RELAY SWITCH | | |
0077 807-95523 60.000 EACH | 20.00000 1200.00| 37.80000 2268.00|
WATERPROOFING OF ELECTRICAL CONNECTOR | | |
0078 807-95528 LUMP | 1500.00000 1500.00| 8425.00000 8425.00|
GROUP RELAMP HIGH PRESSURE SODIUM | | |
LUMINAIRES | | |
0079 807-95632 10.000 EACH | 50.00000 500.00| 42.38000 423.80|
SERVICE POINT, OVERRIDE CIRCUIT | | |
0080 807-96183 3.000 EACH | 50.00000 150.00| 1106.20000 3318.60|
SHAFT FOR 30 FT. M.H., TWIN 10 FT. M.A. | | |
0081 807-96184 3.000 EACH | 50.00000 150.00| 1106.20000 3318.60|
SHAFT FOR 30 FT. M.H. TWIN 12 FT. M.A. | | |
0082 807-96204 2.000 EACH | 3000.00000 6000.00| 4000.00000 8000.00|
LOWERING AND RAISING OF TOWER | | |
0083 807-96236 3.000 EACH | 200.00000 600.00| 450.00000 1350.00|
LIGHT POLE, HIGH MAST, TOWER POWER CABL | | |
0084 807-96868 15.000 EACH | 65.00000 975.00| 50.00000 750.00|
LUMINAIRE, INSTALL | | |
0085 807-98716 5.000 EACH | 40.00000 200.00| 10.00000 50.00|
KELLUM GRIP, STAINLESS STEEL | | |
0086 807-09582 1.000 EACH | 750.00000 750.00| 650.00000 650.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT, MONGOOSE | | |
0087 807-87028 1.000 MOS | 88.00000 88.00| 340.00000 340.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 1000 WATT | | |
0088 807-87042 1.000 MOS | 70.00000 70.00| 325.00000 325.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, UNDERPASS, 150 WATT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/02/09
PAGE : 610 -7
TABULATION OF BIDS
CALL ORDER : 610 CONTRACT ID : TM-31712-A COUNTIES : MARION
LETTING DATE : 02/11/09 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0089 807-87050 1.000 MOS | 78.00000 78.00| 175.00000 175.00|
ROUTINE MAINTENANCE, LUMINAIRE, SIGN, | | |
250 WATT | | |
0090 807-96194 1.000 MOS | 61.00000 61.00| 175.00000 175.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 250 WATT | | |
SECTION TOTALS | $ 175,448.50| $ 305,897.89| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 175,448.50| $ 305,897.89| $
====================================================================================================================================