INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 158 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,006,483.05 ROUTE : CALL ORDER : 158 CONTRACT ID : R -27623-B COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/18/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO +ACQ- 1,008,823.47 100.0000+ACU- 2 35-0997978 PHEND +ACY- BROWN, INC. +ACQ- 1,165,984.36 115.5786+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1339168 +AHw-( 2 ) 35-0997978 +AHw-( ) +AHw-LAPORTE CONSTRUCTION CO +AHw-PHEND +ACY- BROWN, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN TRAIL +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 2333.00000 2333.00+AHw- 29500.00000 29500.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 12.000 MOS +AHw- 1500.00000 18000.00+AHw- 1667.00000 20004.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 50000.00000 50000.00+AHw- 59500.00000 59500.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 80000.00000 80000.00+AHw- 73000.00000 73000.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-52710 63.000 SYS +AHw- 10.00000 630.00+AHw- 15.00000 945.00+AHw- SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0008 202-90747 302.000 LFT +AHw- 40.00000 12080.00+AHw- 50.00000 15100.00+AHw- RETAINING WALL, REMOVE , SEAWALL +AHw- +AHw- +AHw- 0009 202-96151 LUMP +AHw- 2500.00000 2500.00+AHw- 1000.00000 1000.00+AHw- TRANSPORTATION OF SALVAGEABLE ITEMS +AHw- +AHw- +AHw- 0010 203-02000 3843.000 CYS +AHw- 30.00000 115290.00+AHw- 25.00000 96075.00+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0011 205-06933 5.000 EACH +AHw- 425.00000 2125.00+AHw- 65.00000 325.00+AHw- TEMPORARY DITCH INLET PROTECTION , PIPE +AHw- +AHw- +AHw- AGGREGATE RING +AHw- +AHw- +AHw- 0012 205-06937 4730.000 LFT +AHw- 3.00000 14190.00+AHw- 1.22000 5770.60+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 158 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,006,483.05 ROUTE : CALL ORDER : 158 CONTRACT ID : R -27623-B COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1339168 +AHw-( 2 ) 35-0997978 +AHw-( ) +AHw-LAPORTE CONSTRUCTION CO +AHw-PHEND +ACY- BROWN, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 211-07454 810.000 CYS +AHw- 23.00000 18630.00+AHw- 25.00000 20250.00+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0014 301-07448 3280.000 TON +AHw- 25.00000 82000.00+AHw- 28.00000 91840.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0015 303-07449 85.000 TON +AHw- 30.00000 2550.00+AHw- 27.00000 2295.00+AHw- COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0016 303-07662 390.000 TON +AHw- 30.00000 11700.00+AHw- 57.00000 22230.00+AHw- STONE , NO. 10F +AHw- +AHw- +AHw- 0017 306-08043 764.000 SYS +AHw- 10.00000 7640.00+AHw- 6.50000 4966.00+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0018 402-07432 1165.000 TON +AHw- 71.00000 82715.00+AHw- 81.00000 94365.00+AHw- HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0019 402-07440 1540.000 TON +AHw- 61.15000 94171.00+AHw- 68.90000 106106.00+AHw- HMA BASE, TYPE A +AHw- +AHw- +AHw- 0020 406-05520 3.000 TON +AHw- 285.00000 855.00+AHw- 420.00000 1260.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0021 601-03970 346.000 LFT +AHw- 31.00000 10726.00+AHw- 25.00000 8650.00+AHw- RAILING, WOOD, 4 FT. 6 IN. +AHw- +AHw- +AHw- 0022 603-04244 5.000 EACH +AHw- 2100.00000 10500.00+AHw- 1600.00000 8000.00+AHw- GATE , BARRIER, STEEL +AHw- +AHw- +AHw- 0023 603-92636 214.000 LFT +AHw- 26.00000 5564.00+AHw- 26.00000 5564.00+AHw- FENCE, CHAIN LINK, 72 IN. +AHw- +AHw- +AHw- 0024 604-07897 27.000 SYS +AHw- 82.00000 2214.00+AHw- 156.00000 4212.00+AHw- CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0025 604-07902 3.000 SYS +AHw- 200.00000 600.00+AHw- 171.00000 513.00+AHw- CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0026 604-07903 35.000 SYS +AHw- 65.00000 2275.00+AHw- 174.00000 6090.00+AHw- CURB RAMP, CONCRETE, K +AHw- +AHw- +AHw- 0027 604-91531 993.000 SYS +AHw- 35.00000 34755.00+AHw- 31.10000 30882.30+AHw- SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0028 610-07486 129.000 TON +AHw- 83.00000 10707.00+AHw- 35.00000 4515.00+AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0029 611-06497 1.000 EACH +AHw- 200.00000 200.00+AHw- 200.00000 200.00+AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0030 615-06496 34.000 EACH +AHw- 60.00000 2040.00+AHw- 75.00000 2550.00+AHw- PARKING BARRIER +AHw- +AHw- +AHw- 0031 616-02320 60.000 SYS +AHw- 3.00000 180.00+AHw- 4.00000 240.00+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0032 621-01004 3.000 EACH +AHw- 400.00000 1200.00+AHw- 400.00000 1200.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 158 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,006,483.05 ROUTE : CALL ORDER : 158 CONTRACT ID : R -27623-B COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1339168 +AHw-( 2 ) 35-0997978 +AHw-( ) +AHw-LAPORTE CONSTRUCTION CO +AHw-PHEND +ACY- BROWN, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-02166 7597.000 SYS +AHw- 0.38000 2886.86+AHw- 0.38000 2886.86+AHw- MULCHED SEEDING, SPECIAL CLASS +AHw- +AHw- +AHw- 0034 621-06545 1.000 TON +AHw- 750.00000 750.00+AHw- 750.00000 750.00+AHw- FERTILIZER +AHw- +AHw- +AHw- 0035 621-06554 146.000 LBS +AHw- 4.55000 664.30+AHw- 4.55000 664.30+AHw- SEED MIXTURE, U +AHw- +AHw- +AHw- 0036 621-06565 4.000 TON +AHw- 570.00000 2280.00+AHw- 570.00000 2280.00+AHw- MULCHING MATERIAL +AHw- +AHw- +AHw- 0037 621-06567 32.000 kGAL +AHw- 5.00000 160.00+AHw- 5.00000 160.00+AHw- WATER +AHw- +AHw- +AHw- 0038 621-06575 8110.000 SYS +AHw- 2.78000 22545.80+AHw- 2.78000 22545.80+AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0039 621-93582 19.000 CYS +AHw- 86.00000 1634.00+AHw- 86.00000 1634.00+AHw- MULCH, STONE +AHw- +AHw- +AHw- 0040 622-05625 19.000 EACH +AHw- 140.00000 2660.00+AHw- 140.00000 2660.00+AHw- PLANT, CONIFEROUS EVERGREEN, CONE, +AHw- +AHw- +AHw- BROAD UPRIGHT, OVER 48 TO 72 IN. +AHw- +AHw- +AHw- 0041 622-05641 39.000 EACH +AHw- 85.00000 3315.00+AHw- 85.00000 3315.00+AHw- PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0042 622-98200 4.000 EACH +AHw- 25.00000 100.00+AHw- 25.00000 100.00+AHw- SIGN, DO NOT DISTURB +AHw- +AHw- +AHw- 0043 701-06027 2.000 EACH +AHw- 1800.00000 3600.00+AHw- 1800.00000 3600.00+AHw- TEST PILE +AHw- +AHw- +AHw- 0044 701-51145 1080.000 LFT +AHw- 20.00000 21600.00+AHw- 20.00000 21600.00+AHw- PILES, TIMBER, FURNISHED +AHw- +AHw- +AHw- 0045 701-51150 1080.000 LFT +AHw- 30.00000 32400.00+AHw- 25.00000 27000.00+AHw- PILES, TIMBER, DRIVEN +AHw- +AHw- +AHw- 0046 711-98897 LUMP +AHw- 129158.78000 129158.78+AHw- 242960.00000 242960.00+AHw- DEADMAN ANCHORS AND SEAWALL +AHw- +AHw- +AHw- 0047 715-05048 748.000 LFT +AHw- 12.00000 8976.00+AHw- 13.00000 9724.00+AHw- PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0048 715-05053 234.000 LFT +AHw- 25.00000 5850.00+AHw- 42.00000 9828.00+AHw- PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0049 715-05696 164.000 LFT +AHw- 40.00000 6560.00+AHw- 64.00000 10496.00+AHw- PIPE, REINFORCED CONCRETE, II, D0.3+AD0-50, +AHw- +AHw- +AHw- 12 IN. +AHw- +AHw- +AHw- 0050 715-46000 11.000 EACH +AHw- 750.00000 8250.00+AHw- 441.00000 4851.00+AHw- PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 158 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,006,483.05 ROUTE : CALL ORDER : 158 CONTRACT ID : R -27623-B COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1339168 +AHw-( 2 ) 35-0997978 +AHw-( ) +AHw-LAPORTE CONSTRUCTION CO +AHw-PHEND +ACY- BROWN, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 718-06531 7.000 EACH +AHw- 450.00000 3150.00+AHw- 865.00000 6055.00+AHw- OUTLET PROTECTOR, 3 +AHw- +AHw- +AHw- 0052 718-52610 106.000 CYS +AHw- 55.00000 5830.00+AHw- 21.00000 2226.00+AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0053 718-99153 457.000 SYS +AHw- 3.00000 1371.00+AHw- 6.40000 2924.80+AHw- GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0054 720-44000 2.000 EACH +AHw- 750.00000 1500.00+AHw- 391.00000 782.00+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0055 801-06640 19.000 EACH +AHw- 240.00000 4560.00+AHw- 238.00000 4522.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0056 801-06775 LUMP +AHw- 1500.00000 1500.00+AHw- 15000.00000 15000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0057 801-07119 120.000 LFT +AHw- 18.65000 2238.00+AHw- 18.65000 2238.00+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0058 802-03821 12.000 EACH +AHw- 170.00000 2040.00+AHw- 170.00000 2040.00+AHw- SIGN, SHEET WITH LEGEND , DIRECTIONAL +AHw- +AHw- +AHw- 0059 802-03821 6.000 EACH +AHw- 260.00000 1560.00+AHw- 260.00000 1560.00+AHw- SIGN, SHEET WITH LEGEND , INTERPRETIVE +AHw- +AHw- +AHw- 0060 802-04675 LUMP +AHw- 5400.00000 5400.00+AHw- 5400.00000 5400.00+AHw- TRAIL MARKERS +AHw- +AHw- +AHw- 0061 802-05701 348.000 LFT +AHw- 10.00000 3480.00+AHw- 10.00000 3480.00+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0062 802-76035 376.000 SFT +AHw- 15.50000 5828.00+AHw- 15.50000 5828.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0063 802-93494 650.000 LFT +AHw- 41.00000 26650.00+AHw- 30.00000 19500.00+AHw- POST, ROUND, GALVANIZED BOLLARDS, WITH +AHw- +AHw- +AHw- CHAIN, FENCE +AHw- +AHw- +AHw- 0064 802-96248 454.000 LFT +AHw- 10.00000 4540.00+AHw- 7.15000 3246.10+AHw- POST, WOOD, 4 IN. X 4 IN. +AHw- +AHw- +AHw- 0065 808-03441 1.000 EACH +AHw- 257.50000 257.50+AHw- 75.00000 75.00+AHw- PAVEMENT MESSAGE MARKINGS, PAINT, WORD +AHw- +AHw- +AHw- (BIKE) +AHw- +AHw- +AHw- 0066 808-03442 5.000 EACH +AHw- 128.75000 643.75+AHw- 75.00000 375.00+AHw- PAVEMENT MESSAGE MARKINGS, PAINT, BIKE +AHw- +AHw- +AHw- SYMBOL +AHw- +AHw- +AHw- 0067 808-06713 5970.000 LFT +AHw- 0.22000 1313.40+AHw- 0.40000 2388.00+AHw- LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 158 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,006,483.05 ROUTE : CALL ORDER : 158 CONTRACT ID : R -27623-B COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1339168 +AHw-( 2 ) 35-0997978 +AHw-( ) +AHw-LAPORTE CONSTRUCTION CO +AHw-PHEND +ACY- BROWN, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 808-06714 1769.000 LFT +AHw- 0.22000 389.18+AHw- 0.40000 707.60+AHw- LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0069 808-06723 4.000 EACH +AHw- 247.00000 988.00+AHw- 70.00000 280.00+AHw- PAVEMENT MESSAGE MARKINGS, PAINT, LANE +AHw- +AHw- +AHw- INDICATION ARROW +AHw- +AHw- +AHw- 0070 808-06723 7.000 EACH +AHw- 127.00000 889.00+AHw- 70.00000 490.00+AHw- PAVEMENT MESSAGE MARKINGS, PAINT, LANE +AHw- +AHw- +AHw- INDICATION ARROW , BICYCLE, HALF SIZE +AHw- +AHw- +AHw- 0071 808-06726 111.000 LFT +AHw- 11.25000 1248.75+AHw- 3.50000 388.50+AHw- TRANSVERSE MARKINGS, PAINT, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0072 808-08258 675.000 LFT +AHw- 0.64000 432.00+AHw- 2.25000 1518.75+AHw- TRANSVERSE MARKINGS , PAINT, SOLID, +AHw- +AHw- +AHw- WHITE CROSSHATCH +AHw- +AHw- +AHw- 0073 808-75007 287.000 LFT +AHw- 2.45000 703.15+AHw- 1.00000 287.00+AHw- LINE, PAINT, SOLID, WHITE, 6 IN. +AHw- +AHw- +AHw- 0074 808-75015 113.000 LFT +AHw- 1.50000 169.50+AHw- 1.75000 197.75+AHw- LINE, PAINT, SOLID, WHITE, 12 IN. +AHw- +AHw- +AHw- 0075 808-97222 3.000 EACH +AHw- 126.50000 379.50+AHw- 90.00000 270.00+AHw- PAVEMENT MESSAGE MARKINGS, PAINT, +AHw- +AHw- +AHw- HANDICAP SYMBOL +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,008,823.47+AHw- +ACQ- 1,165,984.36+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,008,823.47+AHw- +ACQ- 1,165,984.36+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. +ACQ- 1,989,033.86 100.0000+ACU- 2 35-1310611 DUNCAN ROBERTSON INC +ACQ- 2,162,997.19 108.7461+ACU- 3 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 2,309,210.00 116.0971+ACU- 4 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 2,320,800.00 116.6798+ACU- 5 35-1139301 E +ACY- B PAVING, INC. +ACQ- 2,322,500.00 116.7652+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1310611 +AHw-( 3 ) 35-0918397 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DUNCAN ROBERTSON INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 20000.00000 20000.00+AHw- 25000.00000 25000.00+AHw- 20000.00000 20000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 12.000 MOS +AHw- 1800.00000 21600.00+AHw- 1500.00000 18000.00+AHw- 2110.00000 25320.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 100000.00000 100000.00+AHw- 110000.00000 110000.00+AHw- 115252.00000 115252.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 38500.00000 38500.00+AHw- 44000.00000 44000.00+AHw- 45962.00000 45962.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-02255 1.000 EACH +AHw- 900.00000 900.00+AHw- 1000.00000 1000.00+AHw- 810.00000 810.00 TREE, 18 IN., REMOVE +AHw- +AHw- +AHw- 0008 202-51330 LUMP +AHw- 25000.00000 25000.00+AHw- 50000.00000 50000.00+AHw- 23424.00000 23424.00 PRESENT STRUCTURE, REMOVE +AHw- +AHw- +AHw- 0009 202-91385 1.000 EACH +AHw- 430.00000 430.00+AHw- 473.00000 473.00+AHw- 500.00000 500.00 INLET, REMOVE +AHw- +AHw- +AHw- 0010 202-96133 516.000 LFT +AHw- 17.00000 8772.00+AHw- 18.70000 9649.20+AHw- 19.00000 9804.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0011 203-02000 2151.000 CYS +AHw- 34.00000 73134.00+AHw- 37.40000 80447.40+AHw- 18.00000 38718.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1310611 +AHw-( 3 ) 35-0918397 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DUNCAN ROBERTSON INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02070 6630.000 CYS +AHw- 16.00000 106080.00+AHw- 17.60000 116688.00+AHw- 20.00000 132600.00 BORROW +AHw- +AHw- +AHw- 0013 203-51223 2890.000 CYS +AHw- 6.50000 18785.00+AHw- 10.00000 28900.00+AHw- 11.00000 31790.00 EXCAVATION, WATERWAY +AHw- +AHw- +AHw- 0014 205-06931 101.570 TON +AHw- 46.00000 4672.22+AHw- 50.00000 5078.50+AHw- 100.00000 10157.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0015 205-06933 26.000 EACH +AHw- 75.66000 1967.16+AHw- 83.00000 2158.00+AHw- 83.00000 2158.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 830.000 LFT +AHw- 1.28000 1062.40+AHw- 1.40000 1162.00+AHw- 2.00000 1660.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 206-51230 90.000 CYS +AHw- 150.00000 13500.00+AHw- 200.00000 18000.00+AHw- 150.00000 13500.00 EXCAVATION, FOUNDATION, UNCLASSIFIED +AHw- +AHw- +AHw- 0018 207-08264 12270.000 SYS +AHw- 3.24000 39754.80+AHw- 4.00000 49080.00+AHw- 3.00000 36810.00 SUBGRADE TREATMENT, TYPE II +AHw- +AHw- +AHw- 0019 211-06467 33.600 CYS +AHw- 51.00000 1713.60+AHw- 35.00000 1176.00+AHw- 55.00000 1848.00 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0020 211-07454 598.900 CYS +AHw- 16.50000 9881.85+AHw- 18.15000 10870.04+AHw- 30.00000 17967.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0021 301-07448 3299.000 TON +AHw- 18.00000 59382.00+AHw- 19.80000 65320.20+AHw- 25.00000 82475.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0022 302-07455 44.000 CYS +AHw- 70.00000 3080.00+AHw- 35.00000 1540.00+AHw- 70.00000 3080.00 DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0023 303-01180 50.100 TON +AHw- 19.00000 951.90+AHw- 20.90000 1047.09+AHw- 40.00000 2004.00 COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0024 304-07489 22.900 TON +AHw- 95.00000 2175.50+AHw- 104.50000 2393.05+AHw- 250.00000 5725.00 HMA PATCHING, TYPE A +AHw- +AHw- +AHw- 0025 304-07492 19.000 TON +AHw- 82.00000 1558.00+AHw- 90.00000 1710.00+AHw- 145.00000 2755.00 WIDENING WITH HMA, TYPE A +AHw- +AHw- +AHw- 0026 306-08034 419.400 SYS +AHw- 6.75000 2830.95+AHw- 7.40000 3103.56+AHw- 20.00000 8388.00 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0027 401-06264 LUMP +AHw- 1000.00000 1000.00+AHw- 1100.00000 1100.00+AHw- 3000.00000 3000.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0028 401-07320 863.000 TON +AHw- 55.00000 47465.00+AHw- 60.50000 52211.50+AHw- 70.00000 60410.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0029 401-07389 751.000 TON +AHw- 50.00000 37550.00+AHw- 55.00000 41305.00+AHw- 70.00000 52570.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0030 401-07422 3571.000 TON +AHw- 47.00000 167837.00+AHw- 51.70000 184620.70+AHw- 60.00000 214260.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0031 401-08333 1473.000 TON +AHw- 56.00000 82488.00+AHw- 61.60000 90736.80+AHw- 60.00000 88380.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1310611 +AHw-( 3 ) 35-0918397 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DUNCAN ROBERTSON INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 406-05520 10.230 TON +AHw- 200.00000 2046.00+AHw- 220.00000 2250.60+AHw- 100.00000 1023.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0033 601-01128 4.000 EACH +AHw- 929.84000 3719.36+AHw- 1320.00000 5280.00+AHw- 930.00000 3720.00 GUARDRAIL TRANSITION TYPE WGB +AHw- +AHw- +AHw- 0034 601-05071 1.000 EACH +AHw- 2069.93000 2069.93+AHw- 1980.00000 1980.00+AHw- 2070.00000 2070.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, +AHw- +AHw- +AHw- CURVED, 7 +AHw- +AHw- +AHw- 0035 601-06037 3.000 EACH +AHw- 747.84000 2243.52+AHw- 1100.00000 3300.00+AHw- 750.00000 2250.00 GUARDRAIL END TREATMENT, I +AHw- +AHw- +AHw- 0036 601-99105 200.000 LFT +AHw- 14.72000 2944.00+AHw- 24.20000 4840.00+AHw- 15.00000 3000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0037 602-06729 12.000 EACH +AHw- 8.00000 96.00+AHw- 10.00000 120.00+AHw- 11.00000 132.00 BARRIER DELINEATOR +AHw- +AHw- +AHw- 0038 605-06140 763.000 LFT +AHw- 27.00000 20601.00+AHw- 15.00000 11445.00+AHw- 21.00000 16023.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0039 605-06145 98.900 LFT +AHw- 41.00000 4054.90+AHw- 15.00000 1483.50+AHw- 30.00000 2967.00 CURB AND GUTTER, B, CONCRETE +AHw- +AHw- +AHw- 0040 609-06259 264.200 SYS +AHw- 77.00000 20343.40+AHw- 80.00000 21136.00+AHw- 77.00000 20343.40 REINFORCED CONCRETE BRIDGE APPROACH 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0041 610-07486 970.400 TON +AHw- 69.00000 66957.60+AHw- 75.90000 73653.36+AHw- 80.00000 77632.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0042 610-07712 478.000 SYS +AHw- 39.00000 18642.00+AHw- 44.00000 21032.00+AHw- 60.00000 28680.00 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0043 611-06497 28.000 EACH +AHw- 172.00000 4816.00+AHw- 150.00000 4200.00+AHw- 172.00000 4816.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0044 615-06490 39.000 EACH +AHw- 113.00000 4407.00+AHw- 143.00000 5577.00+AHw- 124.00000 4836.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0045 615-06505 4.000 EACH +AHw- 530.00000 2120.00+AHw- 495.00000 1980.00+AHw- 584.00000 2336.00 MONUMENT, B +AHw- +AHw- +AHw- 0046 615-06527 1.000 EACH +AHw- 485.00000 485.00+AHw- 385.00000 385.00+AHw- 534.00000 534.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0047 616-02320 1710.000 SYS +AHw- 1.72000 2941.20+AHw- 2.00000 3420.00+AHw- 4.00000 6840.00 GEOTEXTILES +AHw- +AHw- +AHw- 0048 616-05688 1070.000 TON +AHw- 48.00000 51360.00+AHw- 42.50000 45475.00+AHw- 53.00000 56710.00 RIPRAP, CLASS 1 +AHw- +AHw- +AHw- 0049 616-06405 115.000 TON +AHw- 30.00000 3450.00+AHw- 33.00000 3795.00+AHw- 52.00000 5980.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0050 616-06451 199.000 TON +AHw- 31.00000 6169.00+AHw- 34.00000 6766.00+AHw- 38.00000 7562.00 RIPRAP, UNIFORM +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1310611 +AHw-( 3 ) 35-0918397 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DUNCAN ROBERTSON INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 621-06575 16681.000 SYS +AHw- 3.44000 57382.64+AHw- 2.70000 45038.70+AHw- 5.00000 83405.00 SODDING, NURSERY +AHw- +AHw- +AHw- 0052 622-05650 50.000 EACH +AHw- 350.00000 17500.00+AHw- 385.00000 19250.00+AHw- 386.00000 19300.00 PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 2 TO 2.5 IN. (UNDISTRIBUTED) +AHw- +AHw- +AHw- 0053 701-51195 730.000 LFT +AHw- 44.00000 32120.00+AHw- 50.00000 36500.00+AHw- 48.00000 35040.00 PILE, STEEL H, HP 12 X 53 +AHw- +AHw- +AHw- 0054 701-91792 30.000 EACH +AHw- 115.00000 3450.00+AHw- 125.00000 3750.00+AHw- 127.00000 3810.00 PILE TIP, STEEL H +AHw- +AHw- +AHw- 0055 702-51005 112.400 CYS +AHw- 700.00000 78680.00+AHw- 600.00000 67440.00+AHw- 770.00000 86548.00 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0056 702-51015 13.800 CYS +AHw- 800.00000 11040.00+AHw- 600.00000 8280.00+AHw- 880.00000 12144.00 CONCRETE, B, FOOTINGS +AHw- +AHw- +AHw- 0057 703-06029 91646.000 LBS +AHw- 0.85000 77899.10+AHw- 0.85000 77899.10+AHw- 1.00000 91646.00 REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- 0058 704-51002 265.900 CYS +AHw- 500.00000 132950.00+AHw- 650.00000 172835.00+AHw- 550.00000 146245.00 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0059 706-05733 4.000 EACH +AHw- 1650.00000 6600.00+AHw- 1540.00000 6160.00+AHw- 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, WBC +AHw- +AHw- +AHw- 0060 706-51020 27.000 CYS +AHw- 530.00000 14310.00+AHw- 500.00000 13500.00+AHw- 694.00000 18738.00 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0061 707-05973 2355.000 SFT +AHw- 60.00000 141300.00+AHw- 60.00000 141300.00+AHw- 66.00000 155430.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, +AHw- +AHw- +AHw- CB, 27 IN. X 36 IN. +AHw- +AHw- +AHw- 0062 709-51821 LUMP +AHw- 5000.00000 5000.00+AHw- 3000.00000 3000.00+AHw- 5000.00000 5000.00 SURFACE SEAL +AHw- +AHw- +AHw- 0063 715-03475 2.000 EACH +AHw- 500.00000 1000.00+AHw- 1100.00000 2200.00+AHw- 881.00000 1762.00 SAFETY METAL END SECTION, 4:1, 15 IN. +AHw- +AHw- +AHw- 0064 715-05048 4666.000 LFT +AHw- 2.75000 12831.50+AHw- 3.00000 13998.00+AHw- 3.00000 13998.00 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0065 715-05053 411.500 LFT +AHw- 13.75000 5658.13+AHw- 15.00000 6172.50+AHw- 14.00000 5761.00 PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0066 715-05149 1401.000 LFT +AHw- 29.00000 40629.00+AHw- 33.00000 46233.00+AHw- 31.00000 43431.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0067 715-05151 1843.000 LFT +AHw- 31.00000 57133.00+AHw- 34.00000 62662.00+AHw- 34.00000 62662.00 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0068 715-05152 841.000 LFT +AHw- 30.00000 25230.00+AHw- 33.00000 27753.00+AHw- 37.00000 31117.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0069 715-05154 414.000 LFT +AHw- 38.00000 15732.00+AHw- 41.80000 17305.20+AHw- 44.00000 18216.00 PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1310611 +AHw-( 3 ) 35-0918397 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DUNCAN ROBERTSON INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 715-05407 116.000 LFT +AHw- 3.00000 348.00+AHw- 10.00000 1160.00+AHw- 3.00000 348.00 PIPE, END BENT DRAIN, 6 IN. +AHw- +AHw- +AHw- 0071 715-46005 1.000 EACH +AHw- 600.00000 600.00+AHw- 379.50000 379.50+AHw- 541.00000 541.00 PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0072 715-46010 2.000 EACH +AHw- 650.00000 1300.00+AHw- 396.00000 792.00+AHw- 563.00000 1126.00 PIPE END SECTION, 18 IN. +AHw- +AHw- +AHw- 0073 715-46020 1.000 EACH +AHw- 700.00000 700.00+AHw- 418.00000 418.00+AHw- 690.00000 690.00 PIPE END SECTION, 24 IN. +AHw- +AHw- +AHw- 0074 715-91361 30.000 LFT +AHw- 33.00000 990.00+AHw- 36.30000 1089.00+AHw- 31.00000 930.00 PIPE, PVC, 6 IN. +AHw- +AHw- +AHw- 0075 715-99384 2.000 LFT +AHw- 165.00000 330.00+AHw- 181.50000 363.00+AHw- 253.00000 506.00 PIPE, REINFORCED CONCRETE, 15 IN. +AHw- +AHw- +AHw- 0076 718-06528 2.000 EACH +AHw- 600.00000 1200.00+AHw- 700.00000 1400.00+AHw- 661.00000 1322.00 OUTLET PROTECTOR, 1 +AHw- +AHw- +AHw- 0077 718-06532 3281.000 LFT +AHw- 1.05000 3445.05+AHw- 1.00000 3281.00+AHw- 1.00000 3281.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0078 718-52610 369.800 CYS +AHw- 33.95000 12554.71+AHw- 38.00000 14052.40+AHw- 40.00000 14792.00 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0079 718-99153 3554.800 SYS +AHw- 1.60000 5687.68+AHw- 1.80000 6398.64+AHw- 1.60000 5687.68 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0080 720-44000 1.000 EACH +AHw- 500.00000 500.00+AHw- 550.00000 550.00+AHw- 419.92000 419.92 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0081 720-45205 19.000 EACH +AHw- 2150.00000 40850.00+AHw- 2365.00000 44935.00+AHw- 2174.00000 41306.00 CATCH BASIN, A2 +AHw- +AHw- +AHw- 0082 720-45265 3.000 EACH +AHw- 1350.00000 4050.00+AHw- 1485.00000 4455.00+AHw- 725.00000 2175.00 PIPE CATCH BASIN, 15 IN. +AHw- +AHw- +AHw- 0083 720-45270 3.000 EACH +AHw- 1400.00000 4200.00+AHw- 1540.00000 4620.00+AHw- 837.00000 2511.00 PIPE CATCH BASIN, 18 IN. +AHw- +AHw- +AHw- 0084 720-45410 2.000 EACH +AHw- 1990.00000 3980.00+AHw- 2189.00000 4378.00+AHw- 2760.00000 5520.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0085 720-90984 1.000 EACH +AHw- 2100.00000 2100.00+AHw- 2310.00000 2310.00+AHw- 2900.00000 2900.00 MANHOLE, C2 +AHw- +AHw- +AHw- 0086 720-91352 1.000 EACH +AHw- 1450.00000 1450.00+AHw- 1595.00000 1595.00+AHw- 1420.00000 1420.00 CATCH BASIN, F7 +AHw- +AHw- +AHw- 0087 720-98174 1.000 EACH +AHw- 1900.00000 1900.00+AHw- 2090.00000 2090.00+AHw- 2512.00000 2512.00 INLET, B15 +AHw- +AHw- +AHw- 0088 720-98555 1.000 EACH +AHw- 1900.00000 1900.00+AHw- 2090.00000 2090.00+AHw- 2557.00000 2557.00 INLET, C15 +AHw- +AHw- +AHw- 0089 720-99416 1.000 EACH +AHw- 2150.00000 2150.00+AHw- 2365.00000 2365.00+AHw- 2192.00000 2192.00 CATCH BASIN, B15 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1310611 +AHw-( 3 ) 35-0918397 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DUNCAN ROBERTSON INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 720-99417 1.000 EACH +AHw- 2250.00000 2250.00+AHw- 2475.00000 2475.00+AHw- 2222.00000 2222.00 CATCH BASIN, C15 +AHw- +AHw- +AHw- 0091 801-04308 3.000 EACH +AHw- 500.00000 1500.00+AHw- 302.50000 907.50+AHw- 500.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0092 801-06625 16.000 EACH +AHw- 200.00000 3200.00+AHw- 159.50000 2552.00+AHw- 200.00000 3200.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0093 801-06640 6.000 EACH +AHw- 250.00000 1500.00+AHw- 286.00000 1716.00+AHw- 250.00000 1500.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0094 801-06775 LUMP +AHw- 10000.00000 10000.00+AHw- 20000.00000 20000.00+AHw- 23400.00000 23400.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0095 801-07118 48.000 LFT +AHw- 25.00000 1200.00+AHw- 15.40000 739.20+AHw- 25.00000 1200.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0096 801-07119 24.000 LFT +AHw- 25.00000 600.00+AHw- 15.40000 369.60+AHw- 25.00000 600.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0097 802-05701 114.300 LFT +AHw- 14.85000 1697.36+AHw- 19.80000 2263.14+AHw- 20.00000 2286.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0098 802-76025 63.000 SFT +AHw- 24.50000 1543.50+AHw- 25.30000 1593.90+AHw- 27.00000 1701.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0099 802-76035 21.500 SFT +AHw- 36.00000 774.00+AHw- 36.30000 780.45+AHw- 40.00000 860.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0100 808-03631 436.000 LFT +AHw- 5.00000 2180.00+AHw- 4.95000 2158.20+AHw- 5.00000 2180.00 LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0101 808-03632 436.000 LFT +AHw- 5.00000 2180.00+AHw- 4.95000 2158.20+AHw- 5.00000 2180.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0102 808-06703 4375.000 LFT +AHw- 0.45000 1968.75+AHw- 0.40000 1750.00+AHw- 1.00000 4375.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0103 808-75245 4188.000 LFT +AHw- 0.45000 1884.60+AHw- 0.40000 1675.20+AHw- 1.00000 4188.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0104 808-75297 104.000 LFT +AHw- 10.00000 1040.00+AHw- 4.40000 457.60+AHw- 10.00000 1040.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0105 808-75998 59.000 EACH +AHw- 40.00000 2360.00+AHw- 39.60000 2336.40+AHw- 40.00000 2360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0106 801-06203 8563.000 LFT +AHw- 0.35000 2997.05+AHw- 0.27000 2312.01+AHw- 1.00000 8563.00 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1310611 +AHw-( 3 ) 35-0918397 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DUNCAN ROBERTSON INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 801-06207 9435.000 LFT +AHw- 1.10000 10378.50+AHw- 1.15000 10850.25+AHw- 1.20000 11322.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0108 801-06216 104.000 LFT +AHw- 5.00000 520.00+AHw- 2.75000 286.00+AHw- 5.00000 520.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0109 801-06218 104.000 LFT +AHw- 10.00000 1040.00+AHw- 7.00000 728.00+AHw- 10.00000 1040.00 TEMPORARY TRANSVERSE PAVMENT MARKING, +AHw- +AHw- +AHw- REMOVABLE, 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,989,033.86+AHw- +ACQ- 2,162,997.19+AHw- +ACQ- 2,309,210.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,989,033.86+AHw- +ACQ- 2,162,997.19+AHw- +ACQ- 2,309,210.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1139301 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 28000.00000 28000.00+AHw- 25000.00000 25000.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 12.000 MOS +AHw- 2050.00000 24600.00+AHw- 2100.00000 25200.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 115000.00000 115000.00+AHw- 116000.00000 116000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 45000.00000 45000.00+AHw- 85000.00000 85000.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-02255 1.000 EACH +AHw- 2000.00000 2000.00+AHw- 3000.00000 3000.00+AHw- TREE, 18 IN., REMOVE +AHw- +AHw- +AHw- 0008 202-51330 LUMP +AHw- 171000.00000 171000.00+AHw- 93100.00000 93100.00+AHw- PRESENT STRUCTURE, REMOVE +AHw- +AHw- +AHw- 0009 202-91385 1.000 EACH +AHw- 500.00000 500.00+AHw- 500.00000 500.00+AHw- INLET, REMOVE +AHw- +AHw- +AHw- 0010 202-96133 516.000 LFT +AHw- 13.50000 6966.00+AHw- 18.00000 9288.00+AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0011 203-02000 2151.000 CYS +AHw- 28.00000 60228.00+AHw- 69.00000 148419.00+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0012 203-02070 6630.000 CYS +AHw- 16.00000 106080.00+AHw- 14.00000 92820.00+AHw- BORROW +AHw- +AHw- +AHw- 0013 203-51223 2890.000 CYS +AHw- 15.00000 43350.00+AHw- 12.00000 34680.00+AHw- EXCAVATION, WATERWAY +AHw- +AHw- +AHw- 0014 205-06931 101.570 TON +AHw- 40.00000 4062.80+AHw- 75.00000 7617.75+AHw- TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0015 205-06933 26.000 EACH +AHw- 88.00000 2288.00+AHw- 75.66000 1967.16+AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 830.000 LFT +AHw- 2.00000 1660.00+AHw- 1.28000 1062.40+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 206-51230 90.000 CYS +AHw- 55.00000 4950.00+AHw- 139.00000 12510.00+AHw- EXCAVATION, FOUNDATION, UNCLASSIFIED +AHw- +AHw- +AHw- 0018 207-08264 12270.000 SYS +AHw- 3.50000 42945.00+AHw- 5.50000 67485.00+AHw- SUBGRADE TREATMENT, TYPE II +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1139301 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-06467 33.600 CYS +AHw- 125.00000 4200.00+AHw- 60.00000 2016.00+AHw- AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0020 211-07454 598.900 CYS +AHw- 28.00000 16769.20+AHw- 48.00000 28747.20+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0021 301-07448 3299.000 TON +AHw- 23.25000 76701.75+AHw- 25.00000 82475.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0022 302-07455 44.000 CYS +AHw- 140.00000 6160.00+AHw- 60.00000 2640.00+AHw- DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0023 303-01180 50.100 TON +AHw- 30.00000 1503.00+AHw- 35.00000 1753.50+AHw- COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0024 304-07489 22.900 TON +AHw- 93.00000 2129.70+AHw- 130.00000 2977.00+AHw- HMA PATCHING, TYPE A +AHw- +AHw- +AHw- 0025 304-07492 19.000 TON +AHw- 110.00000 2090.00+AHw- 130.00000 2470.00+AHw- WIDENING WITH HMA, TYPE A +AHw- +AHw- +AHw- 0026 306-08034 419.400 SYS +AHw- 9.50000 3984.30+AHw- 11.00000 4613.40+AHw- MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0027 401-06264 LUMP +AHw- 900.00000 900.00+AHw- 2500.00000 2500.00+AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0028 401-07320 863.000 TON +AHw- 69.00000 59547.00+AHw- 65.00000 56095.00+AHw- QC/QA-HMA, 1, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0029 401-07389 751.000 TON +AHw- 67.00000 50317.00+AHw- 60.00000 45060.00+AHw- QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0030 401-07422 3571.000 TON +AHw- 55.50000 198190.50+AHw- 49.00000 174979.00+AHw- QC/QA-HMA, 1, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0031 401-08333 1473.000 TON +AHw- 62.00000 91326.00+AHw- 50.00000 73650.00+AHw- QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0032 406-05520 10.230 TON +AHw- 325.00000 3324.75+AHw- 300.00000 3069.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0033 601-01128 4.000 EACH +AHw- 970.00000 3880.00+AHw- 1200.00000 4800.00+AHw- GUARDRAIL TRANSITION TYPE WGB +AHw- +AHw- +AHw- 0034 601-05071 1.000 EACH +AHw- 2100.00000 2100.00+AHw- 1800.00000 1800.00+AHw- GUARDRAIL TERMINAL SYSTEM, W-BEAM, +AHw- +AHw- +AHw- CURVED, 7 +AHw- +AHw- +AHw- 0035 601-06037 3.000 EACH +AHw- 780.00000 2340.00+AHw- 1000.00000 3000.00+AHw- GUARDRAIL END TREATMENT, I +AHw- +AHw- +AHw- 0036 601-99105 200.000 LFT +AHw- 15.20000 3040.00+AHw- 22.00000 4400.00+AHw- GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0037 602-06729 12.000 EACH +AHw- 20.00000 240.00+AHw- 12.00000 144.00+AHw- BARRIER DELINEATOR +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1139301 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 605-06140 763.000 LFT +AHw- 29.00000 22127.00+AHw- 13.00000 9919.00+AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0039 605-06145 98.900 LFT +AHw- 40.00000 3956.00+AHw- 13.00000 1285.70+AHw- CURB AND GUTTER, B, CONCRETE +AHw- +AHw- +AHw- 0040 609-06259 264.200 SYS +AHw- 90.00000 23778.00+AHw- 68.00000 17965.60+AHw- REINFORCED CONCRETE BRIDGE APPROACH 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0041 610-07486 970.400 TON +AHw- 90.00000 87336.00+AHw- 80.00000 77632.00+AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0042 610-07712 478.000 SYS +AHw- 45.00000 21510.00+AHw- 40.00000 19120.00+AHw- PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0043 611-06497 28.000 EACH +AHw- 175.00000 4900.00+AHw- 125.00000 3500.00+AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0044 615-06490 39.000 EACH +AHw- 118.00000 4602.00+AHw- 130.00000 5070.00+AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0045 615-06505 4.000 EACH +AHw- 550.00000 2200.00+AHw- 450.00000 1800.00+AHw- MONUMENT, B +AHw- +AHw- +AHw- 0046 615-06527 1.000 EACH +AHw- 495.00000 495.00+AHw- 350.00000 350.00+AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0047 616-02320 1710.000 SYS +AHw- 3.20000 5472.00+AHw- 3.45000 5899.50+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0048 616-05688 1070.000 TON +AHw- 37.00000 39590.00+AHw- 39.00000 41730.00+AHw- RIPRAP, CLASS 1 +AHw- +AHw- +AHw- 0049 616-06405 115.000 TON +AHw- 35.00000 4025.00+AHw- 45.00000 5175.00+AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0050 616-06451 199.000 TON +AHw- 35.50000 7064.50+AHw- 45.00000 8955.00+AHw- RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0051 621-06575 16681.000 SYS +AHw- 3.50000 58383.50+AHw- 3.20000 53379.20+AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0052 622-05650 50.000 EACH +AHw- 352.50000 17625.00+AHw- 350.00000 17500.00+AHw- PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 2 TO 2.5 IN. (UNDISTRIBUTED) +AHw- +AHw- +AHw- 0053 701-51195 730.000 LFT +AHw- 58.00000 42340.00+AHw- 47.50000 34675.00+AHw- PILE, STEEL H, HP 12 X 53 +AHw- +AHw- +AHw- 0054 701-91792 30.000 EACH +AHw- 95.00000 2850.00+AHw- 115.00000 3450.00+AHw- PILE TIP, STEEL H +AHw- +AHw- +AHw- 0055 702-51005 112.400 CYS +AHw- 575.00000 64630.00+AHw- 354.00000 39789.60+AHw- CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0056 702-51015 13.800 CYS +AHw- 575.00000 7935.00+AHw- 520.00000 7176.00+AHw- CONCRETE, B, FOOTINGS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1139301 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 703-06029 91646.000 LBS +AHw- 0.85000 77899.10+AHw- 0.90000 82481.40+AHw- REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- 0058 704-51002 265.900 CYS +AHw- 575.00000 152892.50+AHw- 495.00000 131620.50+AHw- CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0059 706-05733 4.000 EACH +AHw- 1550.00000 6200.00+AHw- 1610.00000 6440.00+AHw- CONCRETE BRIDGE RAILING TRANSITION, WBC +AHw- +AHw- +AHw- 0060 706-51020 27.000 CYS +AHw- 450.00000 12150.00+AHw- 472.00000 12744.00+AHw- CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0061 707-05973 2355.000 SFT +AHw- 60.00000 141300.00+AHw- 44.30000 104326.50+AHw- STRUCTURAL MEMBERS, CONCRETE BOX BEAM, +AHw- +AHw- +AHw- CB, 27 IN. X 36 IN. +AHw- +AHw- +AHw- 0062 709-51821 LUMP +AHw- 4200.00000 4200.00+AHw- 6417.00000 6417.00+AHw- SURFACE SEAL +AHw- +AHw- +AHw- 0063 715-03475 2.000 EACH +AHw- 495.00000 990.00+AHw- 700.00000 1400.00+AHw- SAFETY METAL END SECTION, 4:1, 15 IN. +AHw- +AHw- +AHw- 0064 715-05048 4666.000 LFT +AHw- 2.90000 13531.40+AHw- 4.25000 19830.50+AHw- PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0065 715-05053 411.500 LFT +AHw- 14.40000 5925.60+AHw- 22.50000 9258.75+AHw- PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0066 715-05149 1401.000 LFT +AHw- 25.00000 35025.00+AHw- 35.00000 49035.00+AHw- PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0067 715-05151 1843.000 LFT +AHw- 27.00000 49761.00+AHw- 39.00000 71877.00+AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0068 715-05152 841.000 LFT +AHw- 28.00000 23548.00+AHw- 43.00000 36163.00+AHw- PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0069 715-05154 414.000 LFT +AHw- 36.00000 14904.00+AHw- 45.00000 18630.00+AHw- PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0070 715-05407 116.000 LFT +AHw- 25.00000 2900.00+AHw- 10.00000 1160.00+AHw- PIPE, END BENT DRAIN, 6 IN. +AHw- +AHw- +AHw- 0071 715-46005 1.000 EACH +AHw- 280.00000 280.00+AHw- 750.00000 750.00+AHw- PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0072 715-46010 2.000 EACH +AHw- 330.00000 660.00+AHw- 980.00000 1960.00+AHw- PIPE END SECTION, 18 IN. +AHw- +AHw- +AHw- 0073 715-46020 1.000 EACH +AHw- 440.00000 440.00+AHw- 1100.00000 1100.00+AHw- PIPE END SECTION, 24 IN. +AHw- +AHw- +AHw- 0074 715-91361 30.000 LFT +AHw- 22.50000 675.00+AHw- 150.00000 4500.00+AHw- PIPE, PVC, 6 IN. +AHw- +AHw- +AHw- 0075 715-99384 2.000 LFT +AHw- 130.00000 260.00+AHw- 200.00000 400.00+AHw- PIPE, REINFORCED CONCRETE, 15 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1139301 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 718-06528 2.000 EACH +AHw- 625.00000 1250.00+AHw- 1100.00000 2200.00+AHw- OUTLET PROTECTOR, 1 +AHw- +AHw- +AHw- 0077 718-06532 3281.000 LFT +AHw- 1.10000 3609.10+AHw- 1.00000 3281.00+AHw- VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0078 718-52610 369.800 CYS +AHw- 36.00000 13312.80+AHw- 40.00000 14792.00+AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0079 718-99153 3554.800 SYS +AHw- 1.70000 6043.16+AHw- 2.00000 7109.60+AHw- GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0080 720-44000 1.000 EACH +AHw- 280.00000 280.00+AHw- 575.00000 575.00+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0081 720-45205 19.000 EACH +AHw- 2215.00000 42085.00+AHw- 2400.00000 45600.00+AHw- CATCH BASIN, A2 +AHw- +AHw- +AHw- 0082 720-45265 3.000 EACH +AHw- 1285.00000 3855.00+AHw- 1300.00000 3900.00+AHw- PIPE CATCH BASIN, 15 IN. +AHw- +AHw- +AHw- 0083 720-45270 3.000 EACH +AHw- 1395.00000 4185.00+AHw- 1250.00000 3750.00+AHw- PIPE CATCH BASIN, 18 IN. +AHw- +AHw- +AHw- 0084 720-45410 2.000 EACH +AHw- 2230.00000 4460.00+AHw- 2600.00000 5200.00+AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0085 720-90984 1.000 EACH +AHw- 2345.00000 2345.00+AHw- 2850.00000 2850.00+AHw- MANHOLE, C2 +AHw- +AHw- +AHw- 0086 720-91352 1.000 EACH +AHw- 1500.00000 1500.00+AHw- 2000.00000 2000.00+AHw- CATCH BASIN, F7 +AHw- +AHw- +AHw- 0087 720-98174 1.000 EACH +AHw- 2340.00000 2340.00+AHw- 2700.00000 2700.00+AHw- INLET, B15 +AHw- +AHw- +AHw- 0088 720-98555 1.000 EACH +AHw- 2400.00000 2400.00+AHw- 2700.00000 2700.00+AHw- INLET, C15 +AHw- +AHw- +AHw- 0089 720-99416 1.000 EACH +AHw- 2450.00000 2450.00+AHw- 2800.00000 2800.00+AHw- CATCH BASIN, B15 +AHw- +AHw- +AHw- 0090 720-99417 1.000 EACH +AHw- 2530.00000 2530.00+AHw- 2800.00000 2800.00+AHw- CATCH BASIN, C15 +AHw- +AHw- +AHw- 0091 801-04308 3.000 EACH +AHw- 550.00000 1650.00+AHw- 275.00000 825.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0092 801-06625 16.000 EACH +AHw- 155.00000 2480.00+AHw- 145.00000 2320.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0093 801-06640 6.000 EACH +AHw- 310.00000 1860.00+AHw- 260.00000 1560.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0094 801-06775 LUMP +AHw- 37544.17000 37544.17+AHw- 50572.48000 50572.48+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0095 801-07118 48.000 LFT +AHw- 32.50000 1560.00+AHw- 14.00000 672.00+AHw- BARRICADE, III-A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 170 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,058,421.34 ROUTE : CR 100 N CALL ORDER : 170 CONTRACT ID : R -28278-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1139301 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-07119 24.000 LFT +AHw- 41.00000 984.00+AHw- 14.00000 336.00+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0097 802-05701 114.300 LFT +AHw- 15.05000 1720.22+AHw- 22.00000 2514.60+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0098 802-76025 63.000 SFT +AHw- 25.50000 1606.50+AHw- 24.00000 1512.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0099 802-76035 21.500 SFT +AHw- 40.00000 860.00+AHw- 26.00000 559.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0100 808-03631 436.000 LFT +AHw- 5.85000 2550.60+AHw- 4.50000 1962.00+AHw- LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0101 808-03632 436.000 LFT +AHw- 5.95000 2594.20+AHw- 4.50000 1962.00+AHw- LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0102 808-06703 4375.000 LFT +AHw- 0.43000 1881.25+AHw- 0.37000 1618.75+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0103 808-75245 4188.000 LFT +AHw- 0.45000 1884.60+AHw- 0.37000 1549.56+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0104 808-75297 104.000 LFT +AHw- 8.40000 873.60+AHw- 4.00000 416.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0105 808-75998 59.000 EACH +AHw- 42.30000 2495.70+AHw- 35.00000 2065.00+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0106 801-06203 8563.000 LFT +AHw- 0.30000 2568.90+AHw- 0.25000 2140.75+AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0107 801-06207 9435.000 LFT +AHw- 1.12000 10567.20+AHw- 1.20000 11322.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0108 801-06216 104.000 LFT +AHw- 1.55000 161.20+AHw- 2.50000 260.00+AHw- TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0109 801-06218 104.000 LFT +AHw- 5.55000 577.20+AHw- 7.40000 769.60+AHw- TEMPORARY TRANSVERSE PAVMENT MARKING, +AHw- +AHw- +AHw- REMOVABLE, 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,320,800.00+AHw- +ACQ- 2,322,500.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,320,800.00+AHw- +ACQ- 2,322,500.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 05/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. +ACQ- 2,543,948.25 100.0000+ACU- 2 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 2,738,157.70 107.6342+ACU- 3 35-1139301 E +ACY- B PAVING, INC. +ACQ- 2,781,000.00 109.3183+ACU- 4 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 2,922,500.00 114.8805+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1139301 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD AND BRIDGE REHABILITATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 25000.00000 25000.00+AHw- 30000.00000 30000.00+AHw- 40000.00000 40000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 12.000 MOS +AHw- 1200.00000 14400.00+AHw- 2200.00000 26400.00+AHw- 2600.00000 31200.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 128000.00000 128000.00+AHw- 98000.00000 98000.00+AHw- 139000.00000 139000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 30000.00000 30000.00+AHw- 40000.00000 40000.00+AHw- 50000.00000 50000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 202-02241 193.000 m +AHw- 7.85000 1515.05+AHw- 8.00000 1544.00+AHw- 16.00000 3088.00 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0009 202-02271 9.000 EACH +AHw- 499.07000 4491.63+AHw- 235.00000 2115.00+AHw- 500.00000 4500.00 HEADWALL, REMOVE +AHw- +AHw- +AHw- 0010 202-02279 136.000 m +AHw- 29.72000 4041.92+AHw- 22.00000 2992.00+AHw- 35.00000 4760.00 CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0011 202-51328 LUMP +AHw- 79000.00000 79000.00+AHw- 50000.00000 50000.00+AHw- 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1139301 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-51368 98.000 m2 +AHw- 35.00000 3430.00+AHw- 35.00000 3430.00+AHw- 30.00000 2940.00 SLOPEWALL, REMOVE +AHw- +AHw- +AHw- 0013 202-52710 12.000 m2 +AHw- 35.54000 426.48+AHw- 28.00000 336.00+AHw- 25.00000 300.00 SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0014 202-74045 12.000 EACH +AHw- 28.00000 336.00+AHw- 29.00000 348.00+AHw- 10.00000 120.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0015 202-91385 1.000 EACH +AHw- 378.84000 378.84+AHw- 540.00000 540.00+AHw- 370.00000 370.00 INLET, REMOVE +AHw- +AHw- +AHw- 0016 202-93047 1.000 EACH +AHw- 378.84000 378.84+AHw- 890.00000 890.00+AHw- 730.00000 730.00 MANHOLE, REMOVE +AHw- +AHw- +AHw- 0017 202-96133 94.000 m +AHw- 43.77000 4114.38+AHw- 120.00000 11280.00+AHw- 100.00000 9400.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0018 203-02000 3842.000 m3 +AHw- 42.40000 162900.80+AHw- 39.00000 149838.00+AHw- 68.00000 261256.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0019 203-02070 3320.000 m3 +AHw- 14.59000 48438.80+AHw- 1.00000 3320.00+AHw- 8.00000 26560.00 BORROW +AHw- +AHw- +AHw- 0020 203-51223 54.800 m3 +AHw- 30.00000 1644.00+AHw- 54.00000 2959.20+AHw- 28.00000 1534.40 EXCAVATION, WATERWAY +AHw- +AHw- +AHw- 0021 205-06931 12.000 Mg +AHw- 84.91000 1018.92+AHw- 400.00000 4800.00+AHw- 100.00000 1200.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0022 205-06933 24.000 EACH +AHw- 67.00000 1608.00+AHw- 69.00000 1656.00+AHw- 67.00000 1608.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0023 205-06936 15.000 Mg +AHw- 67.40000 1011.00+AHw- 355.00000 5325.00+AHw- 100.00000 1500.00 TEMPORARY SEDIMENT TRAP +AHw- +AHw- +AHw- 0024 205-06937 1520.000 m +AHw- 3.77000 5730.40+AHw- 6.00000 9120.00+AHw- 3.77000 5730.40 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0025 207-08268 19382.000 m2 +AHw- 10.41000 201766.62+AHw- 16.00000 310112.00+AHw- 11.75000 227738.50 SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0026 211-06467 32.400 m3 +AHw- 85.00000 2754.00+AHw- 138.00000 4471.20+AHw- 65.00000 2106.00 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0027 211-07454 269.000 m3 +AHw- 17.24000 4637.56+AHw- 19.00000 5111.00+AHw- 100.00000 26900.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0028 213-52830 72.000 m3 +AHw- 156.78000 11288.16+AHw- 197.00000 14184.00+AHw- 85.00000 6120.00 FLOWABLE MORTAR +AHw- +AHw- +AHw- 0029 301-07448 4123.000 Mg +AHw- 23.59000 97261.57+AHw- 35.00000 144305.00+AHw- 25.00000 103075.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0030 302-07455 23.400 m3 +AHw- 40.00000 936.00+AHw- 145.00000 3393.00+AHw- 65.00000 1521.00 DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0031 306-08034 265.000 m2 +AHw- 8.11000 2149.15+AHw- 28.00000 7420.00+AHw- 15.00000 3975.00 MILLING, ASPHALT, 38 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1139301 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 401-06264 LUMP +AHw- 1200.00000 1200.00+AHw- 4000.00000 4000.00+AHw- 4100.00000 4100.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0033 401-07334 1199.000 Mg +AHw- 85.86000 102946.14+AHw- 85.00000 101915.00+AHw- 80.00000 95920.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0034 401-07403 2017.000 Mg +AHw- 60.13000 121282.21+AHw- 55.00000 110935.00+AHw- 52.00000 104884.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0035 401-07408 5717.000 Mg +AHw- 47.15000 269556.55+AHw- 49.00000 280133.00+AHw- 48.00000 274416.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0036 401-07429 2827.000 Mg +AHw- 57.92000 163739.84+AHw- 56.00000 158312.00+AHw- 52.00000 147004.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0037 402-07432 488.000 Mg +AHw- 75.61000 36897.68+AHw- 79.00000 38552.00+AHw- 72.00000 35136.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0038 402-07440 1464.000 Mg +AHw- 51.14000 74868.96+AHw- 47.00000 68808.00+AHw- 52.00000 76128.00 HMA BASE, TYPE A +AHw- +AHw- +AHw- 0039 406-05520 14.600 Mg +AHw- 200.00000 2920.00+AHw- 335.00000 4891.00+AHw- 400.00000 5840.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0040 601-01522 4.000 EACH +AHw- 1665.00000 6660.00+AHw- 1720.00000 6880.00+AHw- 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0041 601-01740 1.000 EACH +AHw- 1805.00000 1805.00+AHw- 1861.00000 1861.00+AHw- 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 4 +AHw- +AHw- +AHw- 0042 601-94689 3.000 EACH +AHw- 2120.00000 6360.00+AHw- 2185.00000 6555.00+AHw- 2500.00000 7500.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0043 601-99105 114.300 m +AHw- 46.85000 5354.96+AHw- 48.00000 5486.40+AHw- 70.00000 8001.00 GUARDRAIL, W BEAM, 1.905 m SPACING +AHw- +AHw- +AHw- 0044 602-06729 8.000 EACH +AHw- 8.00000 64.00+AHw- 9.00000 72.00+AHw- 12.00000 96.00 BARRIER DELINEATOR +AHw- +AHw- +AHw- 0045 604-05528 4.000 Mg +AHw- 414.93000 1659.72+AHw- 289.00000 1156.00+AHw- 400.00000 1600.00 SIDEWALK, HMA +AHw- +AHw- +AHw- 0046 604-07901 12.300 m2 +AHw- 205.02000 2521.75+AHw- 239.54000 2946.34+AHw- 180.00000 2214.00 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0047 605-06140 31.000 m +AHw- 112.20000 3478.20+AHw- 124.00000 3844.00+AHw- 120.00000 3720.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0048 605-97937 61.000 m +AHw- 96.26000 5871.86+AHw- 85.00000 5185.00+AHw- 82.00000 5002.00 CURB AND GUTTER, CONCRETE, ROLL +AHw- +AHw- +AHw- 0049 609-06259 155.600 m2 +AHw- 85.00000 13226.00+AHw- 127.00000 19761.20+AHw- 82.00000 12759.20 REINFORCED CONCRETE BRIDGE APPROACH, +AHw- +AHw- +AHw- 300 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1139301 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 610-07486 633.000 Mg +AHw- 102.16000 64667.28+AHw- 139.00000 87987.00+AHw- 120.00000 75960.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0051 610-07487 662.000 Mg +AHw- 87.38000 57845.56+AHw- 90.00000 59580.00+AHw- 94.00000 62228.00 HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0052 611-05330 332.000 m2 +AHw- 79.06000 26247.92+AHw- 58.00000 19256.00+AHw- 49.00000 16268.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, +AHw- +AHw- +AHw- 150 mm +AHw- +AHw- +AHw- 0053 611-06497 31.000 EACH +AHw- 196.00000 6076.00+AHw- 202.00000 6262.00+AHw- 145.00000 4495.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0054 615-06505 10.000 EACH +AHw- 450.00000 4500.00+AHw- 460.00000 4600.00+AHw- 425.00000 4250.00 MONUMENT, B +AHw- +AHw- +AHw- 0055 615-06527 4.000 EACH +AHw- 400.00000 1600.00+AHw- 450.00000 1800.00+AHw- 325.00000 1300.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0056 616-02320 816.000 m2 +AHw- 2.61000 2129.76+AHw- 6.00000 4896.00+AHw- 3.00000 2448.00 GEOTEXTILES +AHw- +AHw- +AHw- 0057 616-06405 569.000 Mg +AHw- 25.76000 14657.44+AHw- 40.00000 22760.00+AHw- 28.50000 16216.50 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0058 616-06451 108.000 Mg +AHw- 46.67000 5040.36+AHw- 100.00000 10800.00+AHw- 45.00000 4860.00 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0059 621-06560 2406.000 m2 +AHw- 1.11000 2670.66+AHw- 0.45000 1082.70+AHw- 0.42000 1010.52 MULCHED SEEDING, U +AHw- +AHw- +AHw- 0060 621-06567 183.000 kL +AHw- 1.00000 183.00+AHw- 1.00000 183.00+AHw- 1.00000 183.00 WATER +AHw- +AHw- +AHw- 0061 621-06574 24.800 m2 +AHw- 13.63000 338.02+AHw- 3.00000 74.40+AHw- 3.00000 74.40 SODDING +AHw- +AHw- +AHw- 0062 621-06575 10145.000 m2 +AHw- 3.60000 36522.00+AHw- 3.00000 30435.00+AHw- 4.00000 40580.00 SODDING, NURSERY +AHw- +AHw- +AHw- 0063 701-98647 102.000 m +AHw- 175.00000 17850.00+AHw- 212.00000 21624.00+AHw- 164.04000 16732.08 PILE, CONCRETE, STEEL SHELL ENCASED, 5. +AHw- +AHw- +AHw- 16 mm, 356 mm +AHw- +AHw- +AHw- 0064 702-51005 21.600 m3 +AHw- 1200.00000 25920.00+AHw- 2000.00000 43200.00+AHw- 872.00000 18835.20 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0065 702-51863 192.000 EACH +AHw- 15.00000 2880.00+AHw- 12.00000 2304.00+AHw- 12.00000 2304.00 FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0066 703-51030 2014.000 kg +AHw- 1.70000 3423.80+AHw- 2.00000 4028.00+AHw- 1.85000 3725.90 REINFORCING STEEL +AHw- +AHw- +AHw- 0067 703-51032 16190.000 kg +AHw- 1.85000 29951.50+AHw- 2.25000 36427.50+AHw- 2.05000 33189.50 REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0068 704-51002 69.400 m3 +AHw- 1000.00000 69400.00+AHw- 1300.00000 90220.00+AHw- 803.00000 55728.20 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1139301 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 706-05732 4.000 EACH +AHw- 1500.00000 6000.00+AHw- 1800.00000 7200.00+AHw- 1652.00000 6608.00 CONCRETE BRIDGE RAILING TRANSITION, TBC +AHw- +AHw- +AHw- 0070 706-51020 12.200 m3 +AHw- 600.00000 7320.00+AHw- 900.00000 10980.00+AHw- 648.00000 7905.60 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0071 707-05984 48.770 m +AHw- 1500.00000 73155.00+AHw- 1068.00000 52086.36+AHw- 955.00000 46575.35 STRUCTURAL MEMBERS, CONCRETE I-BEAM, +AHw- +AHw- +AHw- III, 1143 mm X 406 mm +AHw- +AHw- +AHw- 0072 709-51821 LUMP +AHw- 2000.00000 2000.00+AHw- 3300.00000 3300.00+AHw- 2052.00000 2052.00 SURFACE SEAL +AHw- +AHw- +AHw- 0073 715-05048 2722.000 m +AHw- 9.18000 24987.96+AHw- 9.50000 25859.00+AHw- 15.00000 40830.00 PIPE, TYPE 4, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0074 715-05053 200.000 m +AHw- 56.45000 11290.00+AHw- 58.00000 11600.00+AHw- 70.00000 14000.00 PIPE, UNDERDRAIN OUTLET, 150 mm +AHw- +AHw- +AHw- 0075 715-05149 296.500 m +AHw- 98.08000 29080.72+AHw- 84.00000 24906.00+AHw- 98.00000 29057.00 PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0076 715-05151 326.000 m +AHw- 86.64000 28244.64+AHw- 90.00000 29340.00+AHw- 116.00000 37816.00 PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0077 715-05152 93.000 m +AHw- 113.10000 10518.30+AHw- 93.00000 8649.00+AHw- 118.00000 10974.00 PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0078 715-05154 168.000 m +AHw- 98.79000 16596.72+AHw- 120.00000 20160.00+AHw- 145.00000 24360.00 PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0079 715-05169 29.600 m +AHw- 157.84000 4672.06+AHw- 90.00000 2664.00+AHw- 163.00000 4824.80 PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0080 715-05171 9.500 m +AHw- 162.01000 1539.10+AHw- 93.00000 883.50+AHw- 186.00000 1767.00 PIPE, TYPE 3, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0081 715-05343 215.000 m +AHw- 497.32000 106923.80+AHw- 613.00000 131795.00+AHw- 555.00000 119325.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.08 +AHw- +AHw- +AHw- m2 +AHw- +AHw- +AHw- 0082 715-05407 35.000 m +AHw- 60.00000 2100.00+AHw- 58.00000 2030.00+AHw- 33.00000 1155.00 PIPE, END BENT DRAIN, 150 mm +AHw- +AHw- +AHw- 0083 715-07090 2.000 EACH +AHw- 2459.61000 4919.22+AHw- 720.00000 1440.00+AHw- 1750.00000 3500.00 CONCRETE ANCHOR, MIN. AREA 1.08 m2 +AHw- +AHw- +AHw- 0084 715-46000 1.000 EACH +AHw- 758.78000 758.78+AHw- 715.00000 715.00+AHw- 580.00000 580.00 PIPE END SECTION, 300 mm +AHw- +AHw- +AHw- 0085 715-46005 7.000 EACH +AHw- 467.23000 3270.61+AHw- 740.00000 5180.00+AHw- 750.00000 5250.00 PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0086 718-06529 5.000 EACH +AHw- 550.00000 2750.00+AHw- 600.00000 3000.00+AHw- 880.00000 4400.00 OUTLET PROTECTOR, 2 +AHw- +AHw- +AHw- 0087 718-52610 572.000 m3 +AHw- 37.55000 21478.60+AHw- 40.00000 22880.00+AHw- 45.00000 25740.00 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1139301 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 718-99153 7815.000 m2 +AHw- 1.75000 13676.25+AHw- 1.80000 14067.00+AHw- 1.00000 7815.00 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0089 720-01894 3.000 EACH +AHw- 1100.11000 3300.33+AHw- 1400.00000 4200.00+AHw- 850.00000 2550.00 CASTING, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- 0090 720-45030 5.000 EACH +AHw- 1421.26000 7106.30+AHw- 1300.00000 6500.00+AHw- 1250.00000 6250.00 INLET, E7 +AHw- +AHw- +AHw- 0091 720-45035 14.000 EACH +AHw- 1199.58000 16794.12+AHw- 1300.00000 18200.00+AHw- 1250.00000 17500.00 INLET, F7 +AHw- +AHw- +AHw- 0092 720-45040 5.000 EACH +AHw- 1429.52000 7147.60+AHw- 1950.00000 9750.00+AHw- 1700.00000 8500.00 INLET, G7 +AHw- +AHw- +AHw- 0093 720-92883 3.000 EACH +AHw- 12093.88000 36281.64+AHw- 7400.00000 22200.00+AHw- 12000.00000 36000.00 MANHOLE, M4, MODIFIED +AHw- +AHw- +AHw- 0094 720-98174 1.000 EACH +AHw- 2204.84000 2204.84+AHw- 2300.00000 2300.00+AHw- 2500.00000 2500.00 INLET, B15 +AHw- +AHw- +AHw- 0095 720-98555 1.000 EACH +AHw- 2204.84000 2204.84+AHw- 2300.00000 2300.00+AHw- 2500.00000 2500.00 INLET, C15 +AHw- +AHw- +AHw- 0096 801-04308 11.000 EACH +AHw- 225.00000 2475.00+AHw- 232.00000 2552.00+AHw- 450.00000 4950.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0097 801-06625 27.000 EACH +AHw- 84.00000 2268.00+AHw- 86.00000 2322.00+AHw- 75.00000 2025.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0098 801-06640 14.000 EACH +AHw- 198.00000 2772.00+AHw- 204.00000 2856.00+AHw- 195.00000 2730.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0099 801-06645 2.000 EACH +AHw- 55.00000 110.00+AHw- 57.00000 114.00+AHw- 55.00000 110.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0100 801-06775 LUMP +AHw- 40386.81000 40386.81+AHw- 60000.00000 60000.00+AHw- 69838.51000 69838.51 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0101 801-07118 50.400 m +AHw- 24.00000 1209.60+AHw- 25.00000 1260.00+AHw- 33.00000 1663.20 BARRICADE, III-A +AHw- +AHw- +AHw- 0102 801-07119 14.400 m +AHw- 28.00000 403.20+AHw- 28.00000 403.20+AHw- 42.00000 604.80 BARRICADE, III-B +AHw- +AHw- +AHw- 0103 802-05701 73.100 m +AHw- 33.85000 2474.44+AHw- 71.00000 5190.10+AHw- 50.00000 3655.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0104 802-76025 5.222 m2 +AHw- 254.90000 1331.09+AHw- 443.00000 2313.35+AHw- 300.00000 1566.60 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0105 808-03631 74.400 m +AHw- 14.00000 1041.60+AHw- 14.00000 1041.60+AHw- 33.60000 2499.84 LINE, EPOXY, SOLID, WHITE, 100 mm +AHw- +AHw- +AHw- 0106 808-03632 74.400 m +AHw- 14.00000 1041.60+AHw- 14.00000 1041.60+AHw- 33.60000 2499.84 LINE, EPOXY, SOLID, YELLOW, 100 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1139301 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. +AHw-E +ACY- B PAVING, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 808-06703 3372.000 m +AHw- 0.83000 2798.76+AHw- 0.85000 2866.20+AHw- 0.98000 3304.56 LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0108 808-75245 2821.000 m +AHw- 0.83000 2341.43+AHw- 0.85000 2397.85+AHw- 0.98000 2764.58 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0109 808-75297 54.000 m +AHw- 12.50000 675.00+AHw- 13.00000 702.00+AHw- 11.70000 631.80 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0110 808-75320 1.000 EACH +AHw- 150.00000 150.00+AHw- 155.00000 155.00+AHw- 171.00000 171.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0111 808-75325 1.000 EACH +AHw- 150.00000 150.00+AHw- 155.00000 155.00+AHw- 246.00000 246.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0112 808-75998 150.000 EACH +AHw- 20.50000 3075.00+AHw- 26.00000 3900.00+AHw- 25.00000 3750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0113 808-92027 380.000 m +AHw- 4.20000 1596.00+AHw- 4.30000 1634.00+AHw- 3.90000 1482.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- 0114 808-96016 56.000 m +AHw- 6.25000 350.00+AHw- 6.50000 364.00+AHw- 5.87000 328.72 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,543,948.25+AHw- +ACQ- 238,157.70+AHw- +ACQ- 2,781,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,543,948.25+AHw- +ACQ- 2,738,157.70+AHw- +ACQ- 2,781,000.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD AND BRIDGE REHABILITATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 40000.00000 40000.00+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 12.000 MOS +AHw- 2500.00000 30000.00+AHw- +AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 149991.97000 149991.97+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 60000.00000 60000.00+AHw- +AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 202-02241 193.000 m +AHw- 12.00000 2316.00+AHw- +AHw- GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0009 202-02271 9.000 EACH +AHw- 175.00000 1575.00+AHw- +AHw- HEADWALL, REMOVE +AHw- +AHw- +AHw- 0010 202-02279 136.000 m +AHw- 26.00000 3536.00+AHw- +AHw- CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0011 202-51328 LUMP +AHw- 95000.00000 95000.00+AHw- +AHw- PRESENT STRUCTURE, REMOVE PORTIONS +AHw- +AHw- +AHw- 0012 202-51368 98.000 m2 +AHw- 30.50000 2989.00+AHw- +AHw- SLOPEWALL, REMOVE +AHw- +AHw- +AHw- 0013 202-52710 12.000 m2 +AHw- 32.00000 384.00+AHw- +AHw- SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0014 202-74045 12.000 EACH +AHw- 40.50000 486.00+AHw- +AHw- SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0015 202-91385 1.000 EACH +AHw- 500.00000 500.00+AHw- +AHw- INLET, REMOVE +AHw- +AHw- +AHw- 0016 202-93047 1.000 EACH +AHw- 900.00000 900.00+AHw- +AHw- MANHOLE, REMOVE +AHw- +AHw- +AHw- 0017 202-96133 94.000 m +AHw- 65.00000 6110.00+AHw- +AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0018 203-02000 3842.000 m3 +AHw- 60.00000 230520.00+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02070 3320.000 m3 +AHw- 17.00000 56440.00+AHw- +AHw- BORROW +AHw- +AHw- +AHw- 0020 203-51223 54.800 m3 +AHw- 28.50000 1561.80+AHw- +AHw- EXCAVATION, WATERWAY +AHw- +AHw- +AHw- 0021 205-06931 12.000 Mg +AHw- 100.00000 1200.00+AHw- +AHw- TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0022 205-06933 24.000 EACH +AHw- 68.00000 1632.00+AHw- +AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0023 205-06936 15.000 Mg +AHw- 100.00000 1500.00+AHw- +AHw- TEMPORARY SEDIMENT TRAP +AHw- +AHw- +AHw- 0024 205-06937 1520.000 m +AHw- 3.80000 5776.00+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0025 207-08268 19382.000 m2 +AHw- 16.00000 310112.00+AHw- +AHw- SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0026 211-06467 32.400 m3 +AHw- 66.00000 2138.40+AHw- +AHw- AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0027 211-07454 269.000 m3 +AHw- 20.00000 5380.00+AHw- +AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0028 213-52830 72.000 m3 +AHw- 100.00000 7200.00+AHw- +AHw- FLOWABLE MORTAR +AHw- +AHw- +AHw- 0029 301-07448 4123.000 Mg +AHw- 25.00000 103075.00+AHw- +AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0030 302-07455 23.400 m3 +AHw- 66.00000 1544.40+AHw- +AHw- DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0031 306-08034 265.000 m2 +AHw- 17.00000 4505.00+AHw- +AHw- MILLING, ASPHALT, 38 mm +AHw- +AHw- +AHw- 0032 401-06264 LUMP +AHw- 2000.00000 2000.00+AHw- +AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0033 401-07334 1199.000 Mg +AHw- 85.00000 101915.00+AHw- +AHw- QC/QA-HMA, 3, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0034 401-07403 2017.000 Mg +AHw- 60.00000 121020.00+AHw- +AHw- QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0035 401-07408 5717.000 Mg +AHw- 51.00000 291567.00+AHw- +AHw- QC/QA-HMA, 3, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0036 401-07429 2827.000 Mg +AHw- 55.00000 155485.00+AHw- +AHw- QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0037 402-07432 488.000 Mg +AHw- 85.00000 41480.00+AHw- +AHw- HMA SURFACE, TYPE A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 402-07440 1464.000 Mg +AHw- 55.00000 80520.00+AHw- +AHw- HMA BASE, TYPE A +AHw- +AHw- +AHw- 0039 406-05520 14.600 Mg +AHw- 350.00000 5110.00+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0040 601-01522 4.000 EACH +AHw- 1740.00000 6960.00+AHw- +AHw- GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0041 601-01740 1.000 EACH +AHw- 2200.00000 2200.00+AHw- +AHw- GUARDRAIL TERMINAL SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 4 +AHw- +AHw- +AHw- 0042 601-94689 3.000 EACH +AHw- 2500.00000 7500.00+AHw- +AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0043 601-99105 114.300 m +AHw- 54.00000 6172.20+AHw- +AHw- GUARDRAIL, W BEAM, 1.905 m SPACING +AHw- +AHw- +AHw- 0044 602-06729 8.000 EACH +AHw- 12.00000 96.00+AHw- +AHw- BARRIER DELINEATOR +AHw- +AHw- +AHw- 0045 604-05528 4.000 Mg +AHw- 200.00000 800.00+AHw- +AHw- SIDEWALK, HMA +AHw- +AHw- +AHw- 0046 604-07901 12.300 m2 +AHw- 200.00000 2460.00+AHw- +AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0047 605-06140 31.000 m +AHw- 100.00000 3100.00+AHw- +AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0048 605-97937 61.000 m +AHw- 100.00000 6100.00+AHw- +AHw- CURB AND GUTTER, CONCRETE, ROLL +AHw- +AHw- +AHw- 0049 609-06259 155.600 m2 +AHw- 83.00000 12914.80+AHw- +AHw- REINFORCED CONCRETE BRIDGE APPROACH, +AHw- +AHw- +AHw- 300 mm +AHw- +AHw- +AHw- 0050 610-07486 633.000 Mg +AHw- 110.00000 69630.00+AHw- +AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0051 610-07487 662.000 Mg +AHw- 110.00000 72820.00+AHw- +AHw- HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0052 611-05330 332.000 m2 +AHw- 55.00000 18260.00+AHw- +AHw- CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, +AHw- +AHw- +AHw- 150 mm +AHw- +AHw- +AHw- 0053 611-06497 31.000 EACH +AHw- 132.00000 4092.00+AHw- +AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0054 615-06505 10.000 EACH +AHw- 637.00000 6370.00+AHw- +AHw- MONUMENT, B +AHw- +AHw- +AHw- 0055 615-06527 4.000 EACH +AHw- 765.00000 3060.00+AHw- +AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 616-02320 816.000 m2 +AHw- 3.20000 2611.20+AHw- +AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0057 616-06405 569.000 Mg +AHw- 30.00000 17070.00+AHw- +AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0058 616-06451 108.000 Mg +AHw- 100.00000 10800.00+AHw- +AHw- RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0059 621-06560 2406.000 m2 +AHw- 0.43000 1034.58+AHw- +AHw- MULCHED SEEDING, U +AHw- +AHw- +AHw- 0060 621-06567 183.000 kL +AHw- 1.00000 183.00+AHw- +AHw- WATER +AHw- +AHw- +AHw- 0061 621-06574 24.800 m2 +AHw- 3.00000 74.40+AHw- +AHw- SODDING +AHw- +AHw- +AHw- 0062 621-06575 10145.000 m2 +AHw- 3.00000 30435.00+AHw- +AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0063 701-98647 102.000 m +AHw- 167.00000 17034.00+AHw- +AHw- PILE, CONCRETE, STEEL SHELL ENCASED, 5. +AHw- +AHw- +AHw- 16 mm, 356 mm +AHw- +AHw- +AHw- 0064 702-51005 21.600 m3 +AHw- 890.00000 19224.00+AHw- +AHw- CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0065 702-51863 192.000 EACH +AHw- 12.20000 2342.40+AHw- +AHw- FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0066 703-51030 2014.000 kg +AHw- 1.90000 3826.60+AHw- +AHw- REINFORCING STEEL +AHw- +AHw- +AHw- 0067 703-51032 16190.000 kg +AHw- 2.10000 33999.00+AHw- +AHw- REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0068 704-51002 69.400 m3 +AHw- 820.00000 56908.00+AHw- +AHw- CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0069 706-05732 4.000 EACH +AHw- 1685.00000 6740.00+AHw- +AHw- CONCRETE BRIDGE RAILING TRANSITION, TBC +AHw- +AHw- +AHw- 0070 706-51020 12.200 m3 +AHw- 660.00000 8052.00+AHw- +AHw- CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0071 707-05984 48.770 m +AHw- 975.00000 47550.75+AHw- +AHw- STRUCTURAL MEMBERS, CONCRETE I-BEAM, +AHw- +AHw- +AHw- III, 1143 mm X 406 mm +AHw- +AHw- +AHw- 0072 709-51821 LUMP +AHw- 2100.00000 2100.00+AHw- +AHw- SURFACE SEAL +AHw- +AHw- +AHw- 0073 715-05048 2722.000 m +AHw- 9.35000 25450.70+AHw- +AHw- PIPE, TYPE 4, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0074 715-05053 200.000 m +AHw- 57.00000 11400.00+AHw- +AHw- PIPE, UNDERDRAIN OUTLET, 150 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 715-05149 296.500 m +AHw- 100.00000 29650.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0076 715-05151 326.000 m +AHw- 120.00000 39120.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0077 715-05152 93.000 m +AHw- 135.00000 12555.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0078 715-05154 168.000 m +AHw- 150.00000 25200.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0079 715-05169 29.600 m +AHw- 120.00000 3552.00+AHw- +AHw- PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0080 715-05171 9.500 m +AHw- 135.00000 1282.50+AHw- +AHw- PIPE, TYPE 3, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0081 715-05343 215.000 m +AHw- 600.00000 129000.00+AHw- +AHw- PIPE, TYPE 2, DEFORMED, MIN. AREA 1.08 +AHw- +AHw- +AHw- m2 +AHw- +AHw- +AHw- 0082 715-05407 35.000 m +AHw- 34.00000 1190.00+AHw- +AHw- PIPE, END BENT DRAIN, 150 mm +AHw- +AHw- +AHw- 0083 715-07090 2.000 EACH +AHw- 1500.00000 3000.00+AHw- +AHw- CONCRETE ANCHOR, MIN. AREA 1.08 m2 +AHw- +AHw- +AHw- 0084 715-46000 1.000 EACH +AHw- 430.00000 430.00+AHw- +AHw- PIPE END SECTION, 300 mm +AHw- +AHw- +AHw- 0085 715-46005 7.000 EACH +AHw- 480.00000 3360.00+AHw- +AHw- PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0086 718-06529 5.000 EACH +AHw- 560.00000 2800.00+AHw- +AHw- OUTLET PROTECTOR, 2 +AHw- +AHw- +AHw- 0087 718-52610 572.000 m3 +AHw- 38.00000 21736.00+AHw- +AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0088 718-99153 7815.000 m2 +AHw- 1.80000 14067.00+AHw- +AHw- GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0089 720-01894 3.000 EACH +AHw- 700.00000 2100.00+AHw- +AHw- CASTING, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- 0090 720-45030 5.000 EACH +AHw- 1720.00000 8600.00+AHw- +AHw- INLET, E7 +AHw- +AHw- +AHw- 0091 720-45035 14.000 EACH +AHw- 1760.00000 24640.00+AHw- +AHw- INLET, F7 +AHw- +AHw- +AHw- 0092 720-45040 5.000 EACH +AHw- 2300.00000 11500.00+AHw- +AHw- INLET, G7 +AHw- +AHw- +AHw- 0093 720-92883 3.000 EACH +AHw- 9700.00000 29100.00+AHw- +AHw- MANHOLE, M4, MODIFIED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 720-98174 1.000 EACH +AHw- 2420.00000 2420.00+AHw- +AHw- INLET, B15 +AHw- +AHw- +AHw- 0095 720-98555 1.000 EACH +AHw- 2460.00000 2460.00+AHw- +AHw- INLET, C15 +AHw- +AHw- +AHw- 0096 801-04308 11.000 EACH +AHw- 460.00000 5060.00+AHw- +AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0097 801-06625 27.000 EACH +AHw- 76.00000 2052.00+AHw- +AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0098 801-06640 14.000 EACH +AHw- 200.00000 2800.00+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0099 801-06645 2.000 EACH +AHw- 56.00000 112.00+AHw- +AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0100 801-06775 LUMP +AHw- 75000.00000 75000.00+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0101 801-07118 50.400 m +AHw- 33.50000 1688.40+AHw- +AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0102 801-07119 14.400 m +AHw- 42.50000 612.00+AHw- +AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0103 802-05701 73.100 m +AHw- 41.00000 2997.10+AHw- +AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0104 802-76025 5.222 m2 +AHw- 300.00000 1566.60+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0105 808-03631 74.400 m +AHw- 34.00000 2529.60+AHw- +AHw- LINE, EPOXY, SOLID, WHITE, 100 mm +AHw- +AHw- +AHw- 0106 808-03632 74.400 m +AHw- 34.00000 2529.60+AHw- +AHw- LINE, EPOXY, SOLID, YELLOW, 100 mm +AHw- +AHw- +AHw- 0107 808-06703 3372.000 m +AHw- 1.00000 3372.00+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0108 808-75245 2821.000 m +AHw- 1.00000 2821.00+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0109 808-75297 54.000 m +AHw- 12.00000 648.00+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0110 808-75320 1.000 EACH +AHw- 175.00000 175.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,732,444.04 ROUTE : CR 900 N CALL ORDER : 180 CONTRACT ID : R -28418-A COUNTIES : JOHNSON LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 808-75325 1.000 EACH +AHw- 250.00000 250.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0112 808-75998 150.000 EACH +AHw- 25.50000 3825.00+AHw- +AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0113 808-92027 380.000 m +AHw- 4.00000 1520.00+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- 0114 808-96016 56.000 m +AHw- 6.00000 336.00+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 300 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,922,500.00+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,922,500.00+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 616,956.52 ROUTE : 19 CALL ORDER : 190 CONTRACT ID : R -28432-A COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/03/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 432,532.29 100.0000+ACU- 2 35-1817530 PIONEER ASSOCIATES, INC. +ACQ- 474,474.65 109.6969+ACU- 3 90-0177865 HIS CONSTRUCTORS LLC +ACQ- 481,043.00 111.2155+ACU- 4 32-0154474 JCI BRIDGE GROUP INC +ACQ- 490,559.19 113.4156+ACU- 5 35-1339168 LAPORTE CONSTRUCTION CO +ACQ- 500,205.71 115.6459+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1817530 +AHw-( 3 ) 90-0177865 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-PIONEER ASSOCIATES, INC. +AHw-HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 5000.00000 5000.00+AHw- 7100.00000 7100.00+AHw- 8200.00000 8200.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 1000.00000 6000.00+AHw- 1800.00000 10800.00+AHw- 1575.00000 9450.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 1.000 EACH +AHw- 1.00000 1.00+AHw- 240.00000 240.00+AHw- 62.00000 62.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 6.000 MOS +AHw- 100.00000 600.00+AHw- 150.00000 900.00+AHw- 250.00000 1500.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 21000.00000 21000.00+AHw- 23700.00000 23700.00+AHw- 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 4000.00000 4000.00+AHw- 4745.00000 4745.00+AHw- 4800.00000 4800.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 202-02286 1.000 EACH +AHw- 29274.00000 29274.00+AHw- 41661.30000 41661.30+AHw- 13298.30000 13298.30 PRESENT STRUCTURE, REMOVE +AHw- +AHw- +AHw- 0009 203-02000 725.000 CYS +AHw- 10.60000 7685.00+AHw- 25.00000 18125.00+AHw- 33.00000 23925.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0010 203-02070 665.000 CYS +AHw- 18.74000 12462.10+AHw- 10.00000 6650.00+AHw- 22.00000 14630.00 BORROW +AHw- +AHw- +AHw- 0011 205-06931 40.000 TON +AHw- 68.50000 2740.00+AHw- 75.00000 3000.00+AHw- 54.00000 2160.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 616,956.52 ROUTE : 19 CALL ORDER : 190 CONTRACT ID : R -28432-A COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1817530 +AHw-( 3 ) 90-0177865 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-PIONEER ASSOCIATES, INC. +AHw-HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06932 100.000 LFT +AHw- 11.35000 1135.00+AHw- 9.95000 995.00+AHw- 10.00000 1000.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0013 207-08265 3047.000 SYS +AHw- 8.00000 24376.00+AHw- 5.50000 16758.50+AHw- 6.00000 18282.00 SUBGRADE TREATMENT, TYPE IIA +AHw- +AHw- +AHw- 0014 211-07454 96.300 CYS +AHw- 53.00000 5103.90+AHw- 50.00000 4815.00+AHw- 43.00000 4140.90 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0015 213-04324 107.400 CYS +AHw- 98.00000 10525.20+AHw- 90.00000 9666.00+AHw- 87.00000 9343.80 FLOWABLE FILL +AHw- +AHw- +AHw- 0016 301-07448 15.000 TON +AHw- 55.00000 825.00+AHw- 35.00000 525.00+AHw- 42.00000 630.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0017 306-08037 462.000 SYS +AHw- 9.50000 4389.00+AHw- 4.60000 2125.20+AHw- 4.50000 2079.00 MILLING, ASPHALT, 3 IN. +AHw- +AHw- +AHw- 0018 402-07433 295.000 TON +AHw- 54.00000 15930.00+AHw- 57.60000 16992.00+AHw- 56.00000 16520.00 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0019 402-07438 492.000 TON +AHw- 49.00000 24108.00+AHw- 49.20000 24206.40+AHw- 48.00000 23616.00 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0020 402-07441 1191.400 TON +AHw- 44.00000 52421.60+AHw- 47.00000 55995.80+AHw- 42.00000 50038.80 HMA BASE, TYPE B +AHw- +AHw- +AHw- 0021 406-05520 1.690 TON +AHw- 680.00000 1149.20+AHw- 290.00000 490.10+AHw- 375.00000 633.75 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0022 601-01701 1.000 EACH +AHw- 1800.00000 1800.00+AHw- 1670.00000 1670.00+AHw- 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 2 +AHw- +AHw- +AHw- 0023 601-06854 2.000 EACH +AHw- 2400.00000 4800.00+AHw- 2570.00000 5140.00+AHw- 2700.00000 5400.00 GUARDRAIL, W-BEAM, NESTED +AHw- +AHw- +AHw- 0024 601-94689 3.000 EACH +AHw- 2600.00000 7800.00+AHw- 2170.00000 6510.00+AHw- 2300.00000 6900.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0025 601-99105 631.250 LFT +AHw- 18.00000 11362.50+AHw- 15.00000 9468.75+AHw- 16.00000 10100.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0026 610-07486 14.300 TON +AHw- 87.00000 1244.10+AHw- 96.00000 1372.80+AHw- 80.00000 1144.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0027 615-06490 15.000 EACH +AHw- 130.00000 1950.00+AHw- 115.00000 1725.00+AHw- 120.00000 1800.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0028 615-06505 2.000 EACH +AHw- 550.00000 1100.00+AHw- 535.00000 1070.00+AHw- 550.00000 1100.00 MONUMENT, B +AHw- +AHw- +AHw- 0029 615-06527 1.000 EACH +AHw- 450.00000 450.00+AHw- 500.00000 500.00+AHw- 525.00000 525.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0030 616-02320 577.000 SYS +AHw- 1.40000 807.80+AHw- 3.40000 1961.80+AHw- 2.45000 1413.65 GEOTEXTILES +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 616,956.52 ROUTE : 19 CALL ORDER : 190 CONTRACT ID : R -28432-A COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1817530 +AHw-( 3 ) 90-0177865 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-PIONEER ASSOCIATES, INC. +AHw-HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 616-06405 489.000 TON +AHw- 36.00000 17604.00+AHw- 35.00000 17115.00+AHw- 40.00000 19560.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0032 621-01004 1.000 EACH +AHw- 425.00000 425.00+AHw- 425.00000 425.00+AHw- 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0033 621-06559 3205.000 SYS +AHw- 0.56000 1794.80+AHw- 0.60000 1923.00+AHw- 0.60000 1923.00 MULCHED SEEDING, R +AHw- +AHw- +AHw- 0034 621-06575 133.300 SYS +AHw- 14.95000 1992.84+AHw- 15.00000 1999.50+AHw- 16.00000 2132.80 SODDING, NURSERY +AHw- +AHw- +AHw- 0035 714-26718 72.500 LFT +AHw- 1000.00000 72500.00+AHw- 1175.00000 85187.50+AHw- 1000.00000 72500.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 10 FT. 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X 6 FT. +AHw- +AHw- +AHw- 0036 715-03475 2.000 EACH +AHw- 556.04000 1112.08+AHw- 1500.00000 3000.00+AHw- SAFETY METAL END SECTION, 4:1, 15 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 616,956.52 ROUTE : 19 CALL ORDER : 190 CONTRACT ID : R -28432-A COUNTIES : KOSCIUSKO LETTING DATE : 06/21/06 10:00 AM DISTRICT : FT. 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INC. +ACQ- 636,063.54 112.2795+ACU- 4 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 642,500.00 113.4157+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1151771 +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw-CALUMET ASPHALT PAVING CO. 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IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 402-07433 437.000 TON +AHw- 60.00000 26220.00+AHw- 68.00000 29716.00+AHw- 65.00000 28405.00 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0014 402-07438 679.000 TON +AHw- 49.00000 33271.00+AHw- 57.00000 38703.00+AHw- 50.00000 33950.00 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0015 402-07441 2299.000 TON +AHw- 45.00000 103455.00+AHw- 51.00000 117249.00+AHw- 42.00000 96558.00 HMA BASE, TYPE B +AHw- +AHw- +AHw- 0016 406-05520 4.000 TON +AHw- 300.00000 1200.00+AHw- 350.00000 1400.00+AHw- 200.00000 800.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0017 604-07897 15.000 SYS +AHw- 140.00000 2100.00+AHw- 150.00000 2250.00+AHw- 135.00000 2025.00 CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0018 604-07901 10.000 SYS +AHw- 140.00000 1400.00+AHw- 150.00000 1500.00+AHw- 140.45000 1404.50 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0019 604-91531 698.000 SYS +AHw- 32.00000 22336.00+AHw- 42.50000 29665.00+AHw- 42.00000 29316.00 SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0020 605-06120 817.000 LFT +AHw- 15.00000 12255.00+AHw- 26.50000 21650.50+AHw- 17.50000 14297.50 CURB, CONCRETE +AHw- +AHw- +AHw- 0021 605-06140 2121.000 LFT +AHw- 9.50000 20149.50+AHw- 20.00000 42420.00+AHw- 15.00000 31815.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0022 615-06505 5.000 EACH +AHw- 525.00000 2625.00+AHw- 560.00000 2800.00+AHw- 525.00000 2625.00 MONUMENT, B +AHw- +AHw- +AHw- 0023 621-06574 3082.000 SYS +AHw- 2.55000 7859.10+AHw- 2.70000 8321.40+AHw- 4.00000 12328.00 SODDING +AHw- +AHw- +AHw- 0024 715-05151 652.000 LFT +AHw- 41.00000 26732.00+AHw- 29.00000 18908.00+AHw- 56.00000 36512.00 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0025 715-05152 214.000 LFT +AHw- 37.00000 7918.00+AHw- 31.00000 6634.00+AHw- 50.00000 10700.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0026 720-45035 1.000 EACH +AHw- 1925.00000 1925.00+AHw- 1400.00000 1400.00+AHw- 2050.00000 2050.00 INLET, F7 +AHw- +AHw- +AHw- 0027 720-45045 3.000 EACH +AHw- 2145.00000 6435.00+AHw- 1700.00000 5100.00+AHw- 2050.00000 6150.00 INLET, J10 +AHw- +AHw- +AHw- 0028 720-45410 4.000 EACH +AHw- 3325.00000 13300.00+AHw- 1800.00000 7200.00+AHw- 3200.00000 12800.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0029 720-98174 3.000 EACH +AHw- 2565.00000 7695.00+AHw- 2200.00000 6600.00+AHw- 2450.00000 7350.00 INLET, B15 +AHw- +AHw- +AHw- 0030 720-98555 7.000 EACH +AHw- 2565.00000 17955.00+AHw- 2200.00000 15400.00+AHw- 2450.00000 17150.00 INLET, C15 +AHw- +AHw- +AHw- 0031 801-04308 3.000 EACH +AHw- 300.00000 900.00+AHw- 300.00000 900.00+AHw- 225.00000 675.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0032 801-06640 13.000 EACH +AHw- 150.00000 1950.00+AHw- 136.00000 1768.00+AHw- 145.00000 1885.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 194 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 810,263.22 ROUTE : CALL ORDER : 194 CONTRACT ID : R -28466-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1151771 +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw-CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06775 LUMP +AHw- 6166.73000 6166.73+AHw- 15000.00000 15000.00+AHw- 29000.00000 29000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0034 801-07119 192.000 LFT +AHw- 12.50000 2400.00+AHw- 10.50000 2016.00+AHw- 12.00000 2304.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0035 802-05701 60.000 LFT +AHw- 14.50000 870.00+AHw- 15.25000 915.00+AHw- 14.50000 870.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0036 802-76025 30.200 SFT +AHw- 13.10000 395.62+AHw- 13.80000 416.76+AHw- 13.10000 395.62 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0037 805-01842 2.000 EACH +AHw- 950.00000 1900.00+AHw- 1000.00000 2000.00+AHw- 950.00000 1900.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0038 805-03793 1.000 EACH +AHw- 1450.00000 1450.00+AHw- 1525.00000 1525.00+AHw- 1450.00000 1450.00 DETECTOR CARD RACK AND DETECTOR MODULES +AHw- +AHw- +AHw- 0039 805-06592 165.000 LFT +AHw- 18.00000 2970.00+AHw- 19.00000 3135.00+AHw- 18.00000 2970.00 CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0040 805-78510 560.000 LFT +AHw- 1.50000 840.00+AHw- 1.60000 896.00+AHw- 1.50000 840.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0041 805-78746 550.000 LFT +AHw- 9.50000 5225.00+AHw- 10.00000 5500.00+AHw- 9.50000 5225.00 PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- 0042 805-92504 1.000 EACH +AHw- 250.00000 250.00+AHw- 265.00000 265.00+AHw- 250.00000 250.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0043 808-06703 220.000 LFT +AHw- 0.50000 110.00+AHw- 0.80000 176.00+AHw- 0.75000 165.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0044 808-75240 214.000 LFT +AHw- 0.50000 107.00+AHw- 0.80000 171.20+AHw- 0.75000 160.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0045 808-75245 2493.000 LFT +AHw- 0.50000 1246.50+AHw- 0.80000 1994.40+AHw- 0.68000 1695.24 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0046 808-75297 105.000 LFT +AHw- 4.00000 420.00+AHw- 4.75000 498.75+AHw- 4.05000 425.25 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0047 808-75300 213.000 LFT +AHw- 1.60000 340.80+AHw- 1.25000 266.25+AHw- 1.10000 234.30 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0048 808-75320 3.000 EACH +AHw- 72.00000 216.00+AHw- 89.50000 268.50+AHw- 85.00000 255.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 194 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 810,263.22 ROUTE : CALL ORDER : 194 CONTRACT ID : R -28466-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( 3 ) 35-1151771 +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw-CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-75325 3.000 EACH +AHw- 77.00000 231.00+AHw- 140.00000 420.00+AHw- 120.00000 360.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0050 203-02070 300.000 CYS +AHw- 27.75000 8325.00+AHw- 17.00000 5100.00+AHw- 32.00000 9600.00 BORROW +AHw- +AHw- +AHw- 0051 610-07712 542.000 SYS +AHw- 39.00000 21138.00+AHw- 41.00000 22222.00+AHw- 58.00000 31436.00 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 566,500.00+AHw- +ACQ- 577,781.56+AHw- +ACQ- 636,063.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 566,500.00+AHw- +ACQ- 577,781.56+AHw- +ACQ- 636,063.54 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 194 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 810,263.22 ROUTE : CALL ORDER : 194 CONTRACT ID : R -28466-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 15000.00000 15000.00+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07038 6.000 MOS +AHw- 2200.00000 13200.00+AHw- +AHw- FIELD OFFICE, A +AHw- +AHw- +AHw- 0003 110-01001 LUMP +AHw- 32626.28000 32626.28+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0004 201-52370 LUMP +AHw- 19000.00000 19000.00+AHw- +AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0005 203-02000 997.000 CYS +AHw- 60.00000 59820.00+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0006 205-06933 1.000 EACH +AHw- 93.98000 93.98+AHw- +AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0007 205-06937 1051.000 LFT +AHw- 1.23000 1292.73+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0008 207-08262 6219.000 SYS +AHw- 4.00000 24876.00+AHw- +AHw- SUBGRADE TREATMENT, TYPE I +AHw- +AHw- +AHw- 0009 211-07454 357.000 CYS +AHw- 30.00000 10710.00+AHw- +AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0010 303-01180 302.000 TON +AHw- 35.00000 10570.00+AHw- +AHw- COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0011 304-07490 15.000 TON +AHw- 460.00000 6900.00+AHw- +AHw- HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0012 306-08034 357.000 SYS +AHw- 17.00000 6069.00+AHw- +AHw- MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0013 402-07433 437.000 TON +AHw- 64.00000 27968.00+AHw- +AHw- HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0014 402-07438 679.000 TON +AHw- 55.00000 37345.00+AHw- +AHw- HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0015 402-07441 2299.000 TON +AHw- 50.00000 114950.00+AHw- +AHw- HMA BASE, TYPE B +AHw- +AHw- +AHw- 0016 406-05520 4.000 TON +AHw- 320.00000 1280.00+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0017 604-07897 15.000 SYS +AHw- 200.00000 3000.00+AHw- +AHw- CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0018 604-07901 10.000 SYS +AHw- 200.00000 2000.00+AHw- +AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0019 604-91531 698.000 SYS +AHw- 40.00000 27920.00+AHw- +AHw- SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 194 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 810,263.22 ROUTE : CALL ORDER : 194 CONTRACT ID : R -28466-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 605-06120 817.000 LFT +AHw- 30.00000 24510.00+AHw- +AHw- CURB, CONCRETE +AHw- +AHw- +AHw- 0021 605-06140 2121.000 LFT +AHw- 15.00000 31815.00+AHw- +AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0022 615-06505 5.000 EACH +AHw- 525.00000 2625.00+AHw- +AHw- MONUMENT, B +AHw- +AHw- +AHw- 0023 621-06574 3082.000 SYS +AHw- 2.55000 7859.10+AHw- +AHw- SODDING +AHw- +AHw- +AHw- 0024 715-05151 652.000 LFT +AHw- 45.00000 29340.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0025 715-05152 214.000 LFT +AHw- 55.00000 11770.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0026 720-45035 1.000 EACH +AHw- 1800.00000 1800.00+AHw- +AHw- INLET, F7 +AHw- +AHw- +AHw- 0027 720-45045 3.000 EACH +AHw- 2000.00000 6000.00+AHw- +AHw- INLET, J10 +AHw- +AHw- +AHw- 0028 720-45410 4.000 EACH +AHw- 3000.00000 12000.00+AHw- +AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0029 720-98174 3.000 EACH +AHw- 2500.00000 7500.00+AHw- +AHw- INLET, B15 +AHw- +AHw- +AHw- 0030 720-98555 7.000 EACH +AHw- 2500.00000 17500.00+AHw- +AHw- INLET, C15 +AHw- +AHw- +AHw- 0031 801-04308 3.000 EACH +AHw- 225.00000 675.00+AHw- +AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0032 801-06640 13.000 EACH +AHw- 145.00000 1885.00+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0033 801-06775 LUMP +AHw- 17000.00000 17000.00+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0034 801-07119 192.000 LFT +AHw- 12.00000 2304.00+AHw- +AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0035 802-05701 60.000 LFT +AHw- 14.50000 870.00+AHw- +AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0036 802-76025 30.200 SFT +AHw- 13.10000 395.62+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0037 805-01842 2.000 EACH +AHw- 950.00000 1900.00+AHw- +AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0038 805-03793 1.000 EACH +AHw- 1450.00000 1450.00+AHw- +AHw- DETECTOR CARD RACK AND DETECTOR MODULES +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 194 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 810,263.22 ROUTE : CALL ORDER : 194 CONTRACT ID : R -28466-A COUNTIES : HANCOCK LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 805-06592 165.000 LFT +AHw- 18.00000 2970.00+AHw- +AHw- CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0040 805-78510 560.000 LFT +AHw- 1.50000 840.00+AHw- +AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0041 805-78746 550.000 LFT +AHw- 9.50000 5225.00+AHw- +AHw- PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- 0042 805-92504 1.000 EACH +AHw- 250.00000 250.00+AHw- +AHw- LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0043 808-06703 220.000 LFT +AHw- 0.75000 165.00+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0044 808-75240 214.000 LFT +AHw- 0.75000 160.50+AHw- +AHw- LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0045 808-75245 2493.000 LFT +AHw- 0.68000 1695.24+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0046 808-75297 105.000 LFT +AHw- 4.05000 425.25+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0047 808-75300 213.000 LFT +AHw- 1.10000 234.30+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0048 808-75320 3.000 EACH +AHw- 85.00000 255.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0049 808-75325 3.000 EACH +AHw- 120.00000 360.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0050 203-02070 300.000 CYS +AHw- 30.00000 9000.00+AHw- +AHw- BORROW +AHw- +AHw- +AHw- 0051 610-07712 542.000 SYS +AHw- 50.00000 27100.00+AHw- +AHw- PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 642,500.00+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 642,500.00+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1487672 MAC CONSTRUCTION +ACY- EXCAVATING, INC. +ACQ- 3,132,079.77 100.0000+ACU- 2 35-2040801 GOHMANN ASPHALT +ACY- CONSTRUCTION, INC. +ACQ- 3,493,000.00 111.5233+ACU- 3 35-1618530 AMERICAN CONTRACTING +ACY- SERVICES +ACQ- 3,690,302.60 117.8228+ACU- 4 35-1357381 O+AGA-MARA, DAVE CONTRACTOR +ACQ- 4,286,339.30 136.8528+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 82000.00000 82000.00+AHw- 162000.00000 162000.00+AHw- 175000.00000 175000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 20.000 MOS +AHw- 2200.00000 44000.00+AHw- 2000.00000 40000.00+AHw- 1500.00000 30000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 150000.00000 150000.00+AHw- 173811.63000 173811.63+AHw- 180000.00000 180000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 40000.00000 40000.00+AHw- 52000.00000 52000.00+AHw- 45000.00000 45000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-02240 292.740 m2 +AHw- 10.00000 2927.40+AHw- 3.50000 1024.59+AHw- 15.00000 4391.10 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0008 202-03000 LUMP +AHw- 6400.00000 6400.00+AHw- 500.00000 500.00+AHw- 12500.00000 12500.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL +AHw- +AHw- +AHw- 26A, SHED, RELOCATE +AHw- +AHw- +AHw- 0009 202-03000 LUMP +AHw- 358.00000 358.00+AHw- 5000.00000 5000.00+AHw- 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL 40 +AHw- +AHw- +AHw- 0010 202-74045 4.000 EACH +AHw- 68.50000 274.00+AHw- 68.50000 274.00+AHw- 26.00000 104.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0011 202-86946 1.000 EACH +AHw- 397.00000 397.00+AHw- 397.30000 397.30+AHw- 310.00000 310.00 HANDHOLE, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-90277 3.000 EACH +AHw- 397.00000 1191.00+AHw- 397.30000 1191.90+AHw- 290.00000 870.00 DETECTOR HOUSING, REMOVE +AHw- +AHw- +AHw- 0013 203-02000 17103.900 m3 +AHw- 22.00000 376285.80+AHw- 20.00000 342078.00+AHw- 15.00000 256558.50 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0014 205-06932 121.000 m +AHw- 23.00000 2783.00+AHw- 11.40000 1379.40+AHw- 12.00000 1452.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0015 205-06933 9.000 EACH +AHw- 65.00000 585.00+AHw- 85.00000 765.00+AHw- 90.00000 810.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 931.000 m +AHw- 4.11000 3826.41+AHw- 2.27000 2113.37+AHw- 2.30000 2141.30 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 207-08268 15231.300 m2 +AHw- 13.00000 198006.90+AHw- 13.50000 205622.55+AHw- 14.00000 213238.20 SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0018 211-07454 1084.730 m3 +AHw- 23.00000 24948.79+AHw- 50.00000 54236.50+AHw- 18.00000 19525.14 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0019 213-08058 93.250 m3 +AHw- 150.00000 13987.50+AHw- 140.00000 13055.00+AHw- 150.00000 13987.50 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0020 301-07448 1521.030 Mg +AHw- 16.00000 24336.48+AHw- 17.60000 26770.13+AHw- 25.00000 38025.75 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0021 306-08034 597.000 m2 +AHw- 3.00000 1791.00+AHw- 6.00000 3582.00+AHw- 12.00000 7164.00 MILLING, ASPHALT, 38 mm +AHw- +AHw- +AHw- 0022 306-08432 113.000 m2 +AHw- 3.00000 339.00+AHw- 6.00000 678.00+AHw- 12.00000 1356.00 MILLING, APPROACH +AHw- +AHw- +AHw- 0023 401-07327 1405.470 Mg +AHw- 64.00000 89950.08+AHw- 63.00000 88544.61+AHw- 65.00000 91355.55 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM +AHw- +AHw- +AHw- 0024 401-07397 3710.670 Mg +AHw- 60.00000 222640.20+AHw- 53.00000 196665.51+AHw- 57.00000 211508.19 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0025 401-07407 2789.300 Mg +AHw- 50.00000 139465.00+AHw- 49.00000 136675.70+AHw- 52.00000 145043.60 QC/QA-HMA, 2, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0026 401-07423 2585.510 Mg +AHw- 55.00000 142203.05+AHw- 46.00000 118933.46+AHw- 55.00000 142203.05 QC/QA-HMA, 2, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0027 401-08333 2322.630 Mg +AHw- 61.00000 141680.43+AHw- 52.00000 120776.76+AHw- 60.00000 139357.80 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0028 406-05520 16.700 Mg +AHw- 310.00000 5177.00+AHw- 350.00000 5845.00+AHw- 325.00000 5427.50 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0029 601-94689 4.000 EACH +AHw- 2800.00000 11200.00+AHw- 3660.00000 14640.00+AHw- 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0030 601-99123 4.000 EACH +AHw- 2900.00000 11600.00+AHw- 3660.00000 14640.00+AHw- 2800.00000 11200.00 GUARDRAIL TRANSITION, GP +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 603-06060 250.000 m +AHw- 32.00000 8000.00+AHw- 28.10000 7025.00+AHw- 45.00000 11250.00 FENCE, FARM FIELD, RESET +AHw- +AHw- +AHw- 0032 603-95104 2.000 EACH +AHw- 900.00000 1800.00+AHw- 1296.00000 2592.00+AHw- 1200.00000 2400.00 FENCE GATE, FARM FIELD, RESET +AHw- +AHw- +AHw- 0033 604-07900 49.220 m2 +AHw- 160.00000 7875.20+AHw- 175.00000 8613.50+AHw- 190.00000 9351.80 CURB RAMP, CONCRETE, F +AHw- +AHw- +AHw- 0034 604-07901 30.180 m2 +AHw- 160.00000 4828.80+AHw- 175.00000 5281.50+AHw- 185.00000 5583.30 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0035 604-07902 4.880 m2 +AHw- 160.00000 780.80+AHw- 175.00000 854.00+AHw- 185.00000 902.80 CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0036 604-07903 29.160 m2 +AHw- 160.00000 4665.60+AHw- 175.00000 5103.00+AHw- 180.00000 5248.80 CURB RAMP, CONCRETE, K +AHw- +AHw- +AHw- 0037 604-91531 3272.560 m2 +AHw- 40.00000 130902.40+AHw- 37.00000 121084.72+AHw- 28.00000 91631.68 SIDEWALK, CONCRETE, 100 mm +AHw- +AHw- +AHw- 0038 605-06120 23.600 m +AHw- 89.36000 2108.90+AHw- 120.00000 2832.00+AHw- 60.00000 1416.00 CURB, CONCRETE +AHw- +AHw- +AHw- 0039 605-06155 2599.160 m +AHw- 36.00000 93569.76+AHw- 32.00000 83173.12+AHw- 32.00000 83173.12 CURB AND GUTTER, CONCRETE, MODIFIED +AHw- +AHw- +AHw- 0040 607-06335 144.670 m +AHw- 120.00000 17360.40+AHw- 82.00000 11862.94+AHw- 60.00000 8680.20 PAVED SIDE DITCH, A +AHw- +AHw- +AHw- 0041 610-07487 1044.940 Mg +AHw- 73.00000 76280.62+AHw- 75.00000 78370.50+AHw- 85.00000 88819.90 HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0042 611-05330 1722.300 m2 +AHw- 46.00000 79225.80+AHw- 44.00000 75781.20+AHw- 40.00000 68892.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, +AHw- +AHw- +AHw- 150 mm +AHw- +AHw- +AHw- 0043 611-06497 15.000 EACH +AHw- 145.00000 2175.00+AHw- 105.00000 1575.00+AHw- 190.00000 2850.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0044 611-06498 6.000 EACH +AHw- 175.00000 1050.00+AHw- 155.00000 930.00+AHw- 275.00000 1650.00 MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0045 611-95023 8.000 EACH +AHw- 120.00000 960.00+AHw- 245.00000 1960.00+AHw- 190.00000 1520.00 MAILBOX ASSEMBLY, RESET +AHw- +AHw- +AHw- 0046 614-06480 33.700 m +AHw- 41.00000 1381.70+AHw- 358.00000 12064.60+AHw- 26.00000 876.20 HEADER, CEMENT CONCRETE, C +AHw- +AHw- +AHw- 0047 615-06490 86.000 EACH +AHw- 140.00000 12040.00+AHw- 95.00000 8170.00+AHw- 125.00000 10750.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0048 615-06505 11.000 EACH +AHw- 550.00000 6050.00+AHw- 495.00000 5445.00+AHw- 500.00000 5500.00 MONUMENT, B +AHw- +AHw- +AHw- 0049 615-06527 1.000 EACH +AHw- 450.00000 450.00+AHw- 425.00000 425.00+AHw- 500.00000 500.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 616-02320 505.200 m2 +AHw- 1.30000 656.76+AHw- 3.00000 1515.60+AHw- 4.00000 2020.80 GEOTEXTILES +AHw- +AHw- +AHw- 0051 616-06405 530.500 Mg +AHw- 23.00000 12201.50+AHw- 33.00000 17506.50+AHw- 25.00000 13262.50 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0052 621-01004 3.000 EACH +AHw- 500.00000 1500.00+AHw- 400.00000 1200.00+AHw- 425.00000 1275.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0053 621-02770 631.550 m2 +AHw- 1.20000 757.86+AHw- 1.40000 884.17+AHw- 1.50000 947.33 EROSION CONTROL BLANKET +AHw- +AHw- +AHw- 0054 621-06560 3992.000 m2 +AHw- 0.30000 1197.60+AHw- 0.39000 1556.88+AHw- 0.40000 1596.80 MULCHED SEEDING, U +AHw- +AHw- +AHw- 0055 621-06567 212.900 kL +AHw- 1.00000 212.90+AHw- 1.00000 212.90+AHw- 1.00000 212.90 WATER +AHw- +AHw- +AHw- 0056 621-06574 69.870 m2 +AHw- 2.75000 192.14+AHw- 2.99000 208.91+AHw- 3.00000 209.61 SODDING +AHw- +AHw- +AHw- 0057 621-06575 11666.000 m2 +AHw- 2.75000 32081.50+AHw- 2.99000 34881.34+AHw- 3.00000 34998.00 SODDING, NURSERY +AHw- +AHw- +AHw- 0058 703-51030 4422.000 kg +AHw- 1.50000 6633.00+AHw- 2.10000 9286.20+AHw- 3.00000 13266.00 REINFORCING STEEL +AHw- +AHw- +AHw- 0059 709-51821 LUMP +AHw- 1400.00000 1400.00+AHw- 1400.00000 1400.00+AHw- 1500.00000 1500.00 SURFACE SEAL +AHw- +AHw- +AHw- 0060 714-44240 124.510 m3 +AHw- 430.00000 53539.30+AHw- 1000.00000 124510.00+AHw- 1300.00000 161863.00 CONCRETE, A, STRUCTURES +AHw- +AHw- +AHw- 0061 715-03025 4.000 EACH +AHw- 2500.00000 10000.00+AHw- 5600.00000 22400.00+AHw- 3500.00000 14000.00 SANITARY MANHOLE W/ MODIFIED TYPE 4 +AHw- +AHw- +AHw- CASTING +AHw- +AHw- +AHw- 0062 715-05024 12.600 m +AHw- 320.00000 4032.00+AHw- 245.00000 3087.00+AHw- 500.00000 6300.00 PIPE, TYPE 2, CIRCULAR, 900 mm +AHw- +AHw- +AHw- 0063 715-05048 2502.900 m +AHw- 13.00000 32537.70+AHw- 20.00000 50058.00+AHw- 30.00000 75087.00 PIPE, TYPE 4, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0064 715-05053 4.000 m +AHw- 107.00000 428.00+AHw- 160.00000 640.00+AHw- 80.00000 320.00 PIPE, UNDERDRAIN OUTLET, 150 mm +AHw- +AHw- +AHw- 0065 715-05128 15.800 m +AHw- 490.00000 7742.00+AHw- 380.00000 6004.00+AHw- 650.00000 10270.00 PIPE, TYPE 1, CIRCULAR, 1200 mm +AHw- +AHw- +AHw- 0066 715-05141 47.000 m +AHw- 530.00000 24910.00+AHw- 950.00000 44650.00+AHw- 1000.00000 47000.00 PIPE, TYPE 1, CIRCULAR, 2100 mm +AHw- +AHw- +AHw- 0067 715-05146 6.200 m +AHw- 61.00000 378.20+AHw- 110.00000 682.00+AHw- 125.00000 775.00 PIPE, TYPE 2, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0068 715-05149 867.700 m +AHw- 103.00000 89373.10+AHw- 112.00000 97182.40+AHw- 115.00000 99785.50 PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 715-05151 209.500 m +AHw- 85.00000 17807.50+AHw- 114.00000 23883.00+AHw- 125.00000 26187.50 PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0070 715-05152 90.600 m +AHw- 120.00000 10872.00+AHw- 135.00000 12231.00+AHw- 150.00000 13590.00 PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0071 715-05153 58.400 m +AHw- 110.00000 6424.00+AHw- 170.00000 9928.00+AHw- 225.00000 13140.00 PIPE, TYPE 2, CIRCULAR, 525 mm +AHw- +AHw- +AHw- 0072 715-05154 96.200 m +AHw- 130.00000 12506.00+AHw- 175.00000 16835.00+AHw- 350.00000 33670.00 PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0073 715-05156 115.500 m +AHw- 150.00000 17325.00+AHw- 210.00000 24255.00+AHw- 350.00000 40425.00 PIPE, TYPE 2, CIRCULAR, 750 mm +AHw- +AHw- +AHw- 0074 715-05169 7.100 m +AHw- 150.00000 1065.00+AHw- 135.00000 958.50+AHw- 175.00000 1242.50 PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0075 715-05408 82.800 m +AHw- 97.00000 8031.60+AHw- 125.00000 10350.00+AHw- 85.00000 7038.00 PIPE, SANITARY SEWER, 200 mm +AHw- +AHw- +AHw- 0076 715-07150 2.000 EACH +AHw- 2600.00000 5200.00+AHw- 2500.00000 5000.00+AHw- 3500.00000 7000.00 CONCRETE ANCHOR, 2100 mm +AHw- +AHw- +AHw- 0077 715-08305 330.800 Mg +AHw- 79.00000 26133.20+AHw- 75.00000 24810.00+AHw- 90.00000 29772.00 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0078 715-46000 1.000 EACH +AHw- 370.00000 370.00+AHw- 500.00000 500.00+AHw- 600.00000 600.00 PIPE END SECTION, 300 mm +AHw- +AHw- +AHw- 0079 715-46005 9.000 EACH +AHw- 320.00000 2880.00+AHw- 575.00000 5175.00+AHw- 650.00000 5850.00 PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0080 715-46010 3.000 EACH +AHw- 540.00000 1620.00+AHw- 650.00000 1950.00+AHw- 700.00000 2100.00 PIPE END SECTION, 450 mm +AHw- +AHw- +AHw- 0081 715-46030 1.000 EACH +AHw- 630.00000 630.00+AHw- 880.00000 880.00+AHw- 1000.00000 1000.00 PIPE END SECTION, 750 mm +AHw- +AHw- +AHw- 0082 715-46040 1.000 EACH +AHw- 1100.00000 1100.00+AHw- 1500.00000 1500.00+AHw- 1500.00000 1500.00 PIPE END SECTION, 900 mm +AHw- +AHw- +AHw- 0083 715-91584 5.600 m +AHw- 80.00000 448.00+AHw- 190.00000 1064.00+AHw- 150.00000 840.00 PIPE, PVC, 38 mm +AHw- +AHw- +AHw- 0084 715-97544 3.500 m +AHw- 150.00000 525.00+AHw- 260.00000 910.00+AHw- 400.00000 1400.00 PIPE, DUCTILE IRON, 200 mm +AHw- +AHw- +AHw- 0085 718-52610 453.560 m3 +AHw- 23.00000 10431.88+AHw- 55.00000 24945.80+AHw- 65.00000 29481.40 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0086 718-99153 6831.780 m2 +AHw- 0.65000 4440.66+AHw- 2.00000 13663.56+AHw- 2.00000 13663.56 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0087 720-44000 17.000 EACH +AHw- 280.00000 4760.00+AHw- 450.00000 7650.00+AHw- 750.00000 12750.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0088 720-44015 1.000 EACH +AHw- 810.00000 810.00+AHw- 780.00000 780.00+AHw- 1500.00000 1500.00 CASTING, 2, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 720-45030 6.000 EACH +AHw- 1800.00000 10800.00+AHw- 1800.00000 10800.00+AHw- 2100.00000 12600.00 INLET, E7 +AHw- +AHw- +AHw- 0090 720-45035 2.000 EACH +AHw- 3000.00000 6000.00+AHw- 1850.00000 3700.00+AHw- 2100.00000 4200.00 INLET, F7 +AHw- +AHw- +AHw- 0091 720-45045 20.000 EACH +AHw- 1900.00000 38000.00+AHw- 2500.00000 50000.00+AHw- 2400.00000 48000.00 INLET, J10 +AHw- +AHw- +AHw- 0092 720-45055 43.000 EACH +AHw- 2000.00000 86000.00+AHw- 2550.00000 109650.00+AHw- 2500.00000 107500.00 INLET, M10 +AHw- +AHw- +AHw- 0093 720-45155 2.000 EACH +AHw- 2200.00000 4400.00+AHw- 2800.00000 5600.00+AHw- 2500.00000 5000.00 INLET, M10, MODIFIED +AHw- +AHw- +AHw- 0094 720-45250 2.000 EACH +AHw- 2400.00000 4800.00+AHw- 3000.00000 6000.00+AHw- 2500.00000 5000.00 CATCH BASIN, K10 +AHw- +AHw- +AHw- 0095 720-45410 6.000 EACH +AHw- 2300.00000 13800.00+AHw- 2600.00000 15600.00+AHw- 4000.00000 24000.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0096 720-45415 3.000 EACH +AHw- 3800.00000 11400.00+AHw- 5000.00000 15000.00+AHw- 5200.00000 15600.00 MANHOLE, D4 +AHw- +AHw- +AHw- 0097 720-45605 5.000 m +AHw- 970.00000 4850.00+AHw- 1400.00000 7000.00+AHw- 2200.00000 11000.00 STRUCTURE, MANHOLE, RECONSTRUCT +AHw- +AHw- +AHw- 0098 720-91110 1.000 EACH +AHw- 15000.00000 15000.00+AHw- 11500.00000 11500.00+AHw- 16000.00000 16000.00 MANHOLE, N4 +AHw- +AHw- +AHw- 0099 720-93501 1.000 EACH +AHw- 7700.00000 7700.00+AHw- 6800.00000 6800.00+AHw- 7500.00000 7500.00 MANHOLE, L4 +AHw- +AHw- +AHw- 0100 720-98174 3.000 EACH +AHw- 2700.00000 8100.00+AHw- 2600.00000 7800.00+AHw- 3750.00000 11250.00 INLET, B15 +AHw- +AHw- +AHw- 0101 720-98555 12.000 EACH +AHw- 2700.00000 32400.00+AHw- 2600.00000 31200.00+AHw- 3800.00000 45600.00 INLET, C15 +AHw- +AHw- +AHw- 0102 728-98377 LUMP +AHw- 4650.00000 4650.00+AHw- 4650.00000 4650.00+AHw- 4500.00000 4500.00 MASONRY COATING +AHw- +AHw- +AHw- 0103 729-08620 102.500 m2 +AHw- 77.00000 7892.50+AHw- 388.00000 39770.00+AHw- 400.00000 41000.00 CARBON FIBER CONFINEMENT +AHw- +AHw- +AHw- 0104 732-08419 95.700 m2 +AHw- 100.00000 9570.00+AHw- 80.00000 7656.00+AHw- 100.00000 9570.00 MODULAR BLOCK WALL +AHw- +AHw- +AHw- 0105 732-08420 73.100 m2 +AHw- 160.00000 11696.00+AHw- 90.00000 6579.00+AHw- 125.00000 9137.50 MODULAR BLOCK WALL WITH GROUND +AHw- +AHw- +AHw- REINFORCEMENT +AHw- +AHw- +AHw- 0106 732-08421 168.800 m2 +AHw- 69.00000 11647.20+AHw- 320.00000 54016.00+AHw- 150.00000 25320.00 MODULAR BLOCK WALL ERECTION +AHw- +AHw- +AHw- 0107 801-01504 16.000 EACH +AHw- 50.00000 800.00+AHw- 50.00000 800.00+AHw- 55.00000 880.00 TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- LANE INDICATION ARROW +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 801-01506 2.000 EACH +AHw- 350.00000 700.00+AHw- 195.00000 390.00+AHw- 200.00000 400.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- WORD (RXR) +AHw- +AHw- +AHw- 0109 801-04308 5.000 EACH +AHw- 595.00000 2975.00+AHw- 595.00000 2975.00+AHw- 600.00000 3000.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0110 801-06203 2904.200 m +AHw- 0.66000 1916.77+AHw- 0.92000 2671.86+AHw- 1.00000 2904.20 TEMPORARY PAVEMENT MARKING, 100 mm +AHw- +AHw- +AHw- 0111 801-06625 21.000 EACH +AHw- 125.00000 2625.00+AHw- 125.00000 2625.00+AHw- 135.00000 2835.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0112 801-06640 13.000 EACH +AHw- 185.00000 2405.00+AHw- 185.00000 2405.00+AHw- 200.00000 2600.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0113 801-06775 LUMP +AHw- 58000.00000 58000.00+AHw- 95000.00000 95000.00+AHw- 225000.00000 225000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0114 801-07118 12.000 m +AHw- 200.00000 2400.00+AHw- 200.00000 2400.00+AHw- 225.00000 2700.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0115 801-07119 4.000 m +AHw- 250.00000 1000.00+AHw- 250.00000 1000.00+AHw- 275.00000 1100.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0116 801-07612 73.300 m +AHw- 4.90000 359.17+AHw- 10.00000 733.00+AHw- 6.00000 439.80 TEMPORARY PAVEMENT MARKING, 600 mm +AHw- +AHw- +AHw- 0117 802-05701 142.300 m +AHw- 41.34000 5882.68+AHw- 41.34000 5882.68+AHw- 30.00000 4269.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0118 802-07060 2.000 EACH +AHw- 96.00000 192.00+AHw- 96.00000 192.00+AHw- 165.00000 330.00 SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0119 802-07125 0.150 m2 +AHw- 440.00000 66.00+AHw- 438.20000 65.73+AHw- 250.00000 37.50 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED +AHw- +AHw- +AHw- LENS, WITH LEGEND, 2.03 mm +AHw- +AHw- +AHw- 0120 802-76025 20.590 m2 +AHw- 309.66000 6375.90+AHw- 309.68000 6376.31+AHw- 175.00000 3603.25 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0121 802-76035 7.640 m2 +AHw- 301.70000 2304.99+AHw- 301.76000 2305.45+AHw- 165.00000 1260.60 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- 0122 802-76045 6.840 m2 +AHw- 346.64000 2371.02+AHw- 346.59000 2370.68+AHw- 275.00000 1881.00 SIGN, SHEET ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 3.18 mm THICKNESS +AHw- +AHw- +AHw- 0123 804-06740 4.000 EACH +AHw- 25.50000 102.00+AHw- 25.50000 102.00+AHw- 50.00000 200.00 DELINEATOR WITH POST, D2 +AHw- +AHw- +AHw- 0124 805-01816 2.000 EACH +AHw- 2056.50000 4113.00+AHw- 2056.69000 4113.38+AHw- 1300.00000 2600.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 +AHw- +AHw- +AHw- mm X 2500 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 805-01842 7.000 EACH +AHw- 864.29000 6050.03+AHw- 864.30000 6050.10+AHw- 900.00000 6300.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0126 805-01843 2.000 EACH +AHw- 260.50000 521.00+AHw- 260.50000 521.00+AHw- 350.00000 700.00 SIGNAL HANDHOLE ADJUST TO GRADE +AHw- +AHw- +AHw- 0127 805-02036 1.000 EACH +AHw- 2948.00000 2948.00+AHw- 2948.48000 2948.48+AHw- 3500.00000 3500.00 SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM +AHw- +AHw- +AHw- 0128 805-02069 2.000 EACH +AHw- 2971.50000 5943.00+AHw- 2971.58000 5943.16+AHw- 3500.00000 7000.00 SIGNAL CANTILEVER STRUCTURE, 7.6 m +AHw- +AHw- +AHw- 0129 805-02072 1.000 EACH +AHw- 3373.00000 3373.00+AHw- 3373.08000 3373.08+AHw- 3500.00000 3500.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM +AHw- +AHw- +AHw- 0130 805-02152 12.000 EACH +AHw- 424.67000 5096.04+AHw- 424.70000 5096.40+AHw- 550.00000 6600.00 PEDESTRIAN SIGNAL HEAD WITH +AHw- +AHw- +AHw- INTERNATIONAL SYMBOLS, 450mm +AHw- +AHw- +AHw- 0131 805-02202 4.000 EACH +AHw- 1036.50000 4146.00+AHw- 1036.60000 4146.40+AHw- 850.00000 3400.00 SIGNAL DETECTOR HOUSING, DOUBLE +AHw- +AHw- +AHw- 0132 805-02855 3.000 EACH +AHw- 1974.33000 5922.99+AHw- 1974.19000 5922.57+AHw- 1200.00000 3600.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 +AHw- +AHw- +AHw- mm X 1850 mm +AHw- +AHw- +AHw- 0133 805-02920 1.000 EACH +AHw- 4462.00000 4462.00+AHw- 4462.08000 4462.08+AHw- 5000.00000 5000.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM +AHw- +AHw- +AHw- AND 9.1 m ARM +AHw- +AHw- +AHw- 0134 805-06592 255.000 m +AHw- 57.15000 14573.25+AHw- 57.15000 14573.25+AHw- 50.00000 12750.00 CONDUIT, STEEL, GALVANIZED, 50mm +AHw- +AHw- +AHw- 0135 805-78100 2.000 EACH +AHw- 8336.00000 16672.00+AHw- 8336.00000 16672.00+AHw- 8000.00000 16000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0136 805-78205 12.000 EACH +AHw- 615.83000 7389.96+AHw- 615.80000 7389.60+AHw- 750.00000 9000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0137 805-78205 4.000 EACH +AHw- 372.75000 1491.00+AHw- 372.70000 1490.80+AHw- 450.00000 1800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN RETROFIT RED AND GREEN +AHw- +AHw- +AHw- 0138 805-78230 4.000 EACH +AHw- 560.50000 2242.00+AHw- 560.60000 2242.40+AHw- 600.00000 2400.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- RETROFIT RED, GREEN, AMBER ARROW +ACY- GREEN+AHw- +AHw- +AHw- 0139 805-78370 12.000 EACH +AHw- 235.83000 2829.96+AHw- 235.80000 2829.60+AHw- 125.00000 1500.00 PEDESTRIAN PUSH BUTTON +AHw- +AHw- +AHw- 0140 805-78412 6.000 EACH +AHw- 405.50000 2433.00+AHw- 405.50000 2433.00+AHw- 700.00000 4200.00 SIGNAL PEDESTAL, 2.7 m +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 805-78445 3.000 EACH +AHw- 768.00000 2304.00+AHw- 768.00000 2304.00+AHw- 550.00000 1650.00 SIGNAL SERVICE +AHw- +AHw- +AHw- 0142 805-78467 50.000 m +AHw- 6.84000 342.00+AHw- 6.84000 342.00+AHw- 6.50000 325.00 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0143 805-78470 1835.000 m +AHw- 2.35000 4312.25+AHw- 2.36000 4330.60+AHw- 0.75000 1376.25 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0144 805-78480 362.000 m +AHw- 3.65000 1321.30+AHw- 3.65000 1321.30+AHw- 5.00000 1810.00 SIGNAL CABLE, 3C 14GA. +AHw- +AHw- +AHw- 0145 805-78485 780.000 m +AHw- 4.31000 3361.80+AHw- 4.31000 3361.80+AHw- 5.00000 3900.00 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0146 805-78490 120.000 m +AHw- 4.97000 596.40+AHw- 4.97000 596.40+AHw- 5.25000 630.00 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0147 805-78510 1078.000 m +AHw- 3.27000 3525.06+AHw- 3.27000 3525.06+AHw- 5.00000 5390.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0148 805-78785 4.000 EACH +AHw- 981.50000 3926.00+AHw- 981.60000 3926.40+AHw- 575.00000 2300.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0149 805-78795 580.000 m +AHw- 20.84000 12087.20+AHw- 20.84000 12087.20+AHw- 30.00000 17400.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0150 805-78900 6.000 EACH +AHw- 699.33000 4195.98+AHw- 699.30000 4195.80+AHw- 475.00000 2850.00 PEDESTAL FOUNDATION, A +AHw- +AHw- +AHw- 0151 805-78925 2.000 EACH +AHw- 1124.50000 2249.00+AHw- 1124.60000 2249.20+AHw- 575.00000 1150.00 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0152 805-92504 5.000 EACH +AHw- 206.20000 1031.00+AHw- 206.20000 1031.00+AHw- 225.00000 1125.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0153 805-95296 LUMP +AHw- 3840.00000 3840.00+AHw- 3839.99000 3839.99+AHw- 800.00000 800.00 SIGNAL HEADS, TEMPORARY, INSTALL +AHw- +AHw- +AHw- 0154 808-05866 6.600 m2 +AHw- 32.27000 212.98+AHw- 32.28000 213.05+AHw- 35.00000 231.00 PAVEMENT MESSAGE MARKING, REMOVE +AHw- +AHw- +AHw- 0155 808-06368 7.200 m +AHw- 9.03000 65.02+AHw- 9.00000 64.80+AHw- 10.00000 72.00 TRANSVERSE MARKING, REMOVE +AHw- +AHw- +AHw- 0156 808-06703 3676.100 m +AHw- 1.28000 4705.41+AHw- 1.28000 4705.41+AHw- 1.30000 4778.93 LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0157 808-06716 6.400 m +AHw- 2.97000 19.01+AHw- 3.00000 19.20+AHw- 3.25000 20.80 LINE, REMOVE +AHw- +AHw- +AHw- 0158 808-75245 1988.800 m +AHw- 1.28000 2545.66+AHw- 1.28000 2545.66+AHw- 1.30000 2585.44 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0159 808-75278 241.000 m +AHw- 3.90000 939.90+AHw- 3.90000 939.90+AHw- 4.00000 964.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 300 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1487672 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-MAC CONSTRUCTION +ACY- EXCAVATIN +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 808-75297 95.000 m +AHw- 5.91000 561.45+AHw- 5.90000 560.50+AHw- 6.00000 570.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0161 808-75300 445.400 m +AHw- 2.56000 1140.22+AHw- 2.56000 1140.22+AHw- 2.75000 1224.85 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 150 mm +AHw- +AHw- +AHw- 0162 808-75320 22.000 EACH +AHw- 65.00000 1430.00+AHw- 65.00000 1430.00+AHw- 75.00000 1650.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0163 808-75325 14.000 EACH +AHw- 70.00000 980.00+AHw- 70.00000 980.00+AHw- 75.00000 1050.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0164 808-75340 2.000 EACH +AHw- 295.00000 590.00+AHw- 295.00000 590.00+AHw- 300.00000 600.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD, RXR +AHw- +AHw- +AHw- 0165 808-92027 1204.700 m +AHw- 2.82000 3397.25+AHw- 2.82000 3397.25+AHw- 3.00000 3614.10 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 3,132,079.77+AHw- +ACQ- 3,493,000.00+AHw- +ACQ- 3,690,302.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 3,132,079.77+AHw- +ACQ- 3,493,000.00+AHw- +ACQ- 3,690,302.60 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 75000.00000 75000.00+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 20.000 MOS +AHw- 1500.00000 30000.00+AHw- +AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 250000.00000 250000.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 150000.00000 150000.00+AHw- +AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-02240 292.740 m2 +AHw- 13.00000 3805.62+AHw- +AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0008 202-03000 LUMP +AHw- 1500.00000 1500.00+AHw- +AHw- HOUSES AND BUILDINGS, REMOVE ,PARCEL +AHw- +AHw- +AHw- 26A, SHED, RELOCATE +AHw- +AHw- +AHw- 0009 202-03000 LUMP +AHw- 12000.00000 12000.00+AHw- +AHw- HOUSES AND BUILDINGS, REMOVE ,PARCEL 40 +AHw- +AHw- +AHw- 0010 202-74045 4.000 EACH +AHw- 27.00000 108.00+AHw- +AHw- SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0011 202-86946 1.000 EACH +AHw- 325.00000 325.00+AHw- +AHw- HANDHOLE, REMOVE +AHw- +AHw- +AHw- 0012 202-90277 3.000 EACH +AHw- 400.00000 1200.00+AHw- +AHw- DETECTOR HOUSING, REMOVE +AHw- +AHw- +AHw- 0013 203-02000 17103.900 m3 +AHw- 27.50000 470357.25+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0014 205-06932 121.000 m +AHw- 14.00000 1694.00+AHw- +AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0015 205-06933 9.000 EACH +AHw- 175.00000 1575.00+AHw- +AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 931.000 m +AHw- 2.40000 2234.40+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 207-08268 15231.300 m2 +AHw- 17.25000 262739.93+AHw- +AHw- SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0018 211-07454 1084.730 m3 +AHw- 84.00000 91117.32+AHw- +AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 213-08058 93.250 m3 +AHw- 115.00000 10723.75+AHw- +AHw- FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0020 301-07448 1521.030 Mg +AHw- 20.00000 30420.60+AHw- +AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0021 306-08034 597.000 m2 +AHw- 4.20000 2507.40+AHw- +AHw- MILLING, ASPHALT, 38 mm +AHw- +AHw- +AHw- 0022 306-08432 113.000 m2 +AHw- 7.00000 791.00+AHw- +AHw- MILLING, APPROACH +AHw- +AHw- +AHw- 0023 401-07327 1405.470 Mg +AHw- 78.00000 109626.66+AHw- +AHw- QC/QA-HMA, 2, 70, SURFACE, 9.5 MM +AHw- +AHw- +AHw- 0024 401-07397 3710.670 Mg +AHw- 66.50000 246759.56+AHw- +AHw- QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0025 401-07407 2789.300 Mg +AHw- 69.75000 194553.68+AHw- +AHw- QC/QA-HMA, 2, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0026 401-07423 2585.510 Mg +AHw- 77.50000 200377.03+AHw- +AHw- QC/QA-HMA, 2, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0027 401-08333 2322.630 Mg +AHw- 85.00000 197423.55+AHw- +AHw- QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0028 406-05520 16.700 Mg +AHw- 300.00000 5010.00+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0029 601-94689 4.000 EACH +AHw- 4000.00000 16000.00+AHw- +AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0030 601-99123 4.000 EACH +AHw- 3900.00000 15600.00+AHw- +AHw- GUARDRAIL TRANSITION, GP +AHw- +AHw- +AHw- 0031 603-06060 250.000 m +AHw- 30.00000 7500.00+AHw- +AHw- FENCE, FARM FIELD, RESET +AHw- +AHw- +AHw- 0032 603-95104 2.000 EACH +AHw- 1400.00000 2800.00+AHw- +AHw- FENCE GATE, FARM FIELD, RESET +AHw- +AHw- +AHw- 0033 604-07900 49.220 m2 +AHw- 180.00000 8859.60+AHw- +AHw- CURB RAMP, CONCRETE, F +AHw- +AHw- +AHw- 0034 604-07901 30.180 m2 +AHw- 180.00000 5432.40+AHw- +AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0035 604-07902 4.880 m2 +AHw- 180.00000 878.40+AHw- +AHw- CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0036 604-07903 29.160 m2 +AHw- 180.00000 5248.80+AHw- +AHw- CURB RAMP, CONCRETE, K +AHw- +AHw- +AHw- 0037 604-91531 3272.560 m2 +AHw- 32.00000 104721.92+AHw- +AHw- SIDEWALK, CONCRETE, 100 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 605-06120 23.600 m +AHw- 80.00000 1888.00+AHw- +AHw- CURB, CONCRETE +AHw- +AHw- +AHw- 0039 605-06155 2599.160 m +AHw- 32.00000 83173.12+AHw- +AHw- CURB AND GUTTER, CONCRETE, MODIFIED +AHw- +AHw- +AHw- 0040 607-06335 144.670 m +AHw- 90.00000 13020.30+AHw- +AHw- PAVED SIDE DITCH, A +AHw- +AHw- +AHw- 0041 610-07487 1044.940 Mg +AHw- 125.00000 130617.50+AHw- +AHw- HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0042 611-05330 1722.300 m2 +AHw- 48.00000 82670.40+AHw- +AHw- CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, +AHw- +AHw- +AHw- 150 mm +AHw- +AHw- +AHw- 0043 611-06497 15.000 EACH +AHw- 125.00000 1875.00+AHw- +AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0044 611-06498 6.000 EACH +AHw- 175.00000 1050.00+AHw- +AHw- MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0045 611-95023 8.000 EACH +AHw- 270.00000 2160.00+AHw- +AHw- MAILBOX ASSEMBLY, RESET +AHw- +AHw- +AHw- 0046 614-06480 33.700 m +AHw- 110.00000 3707.00+AHw- +AHw- HEADER, CEMENT CONCRETE, C +AHw- +AHw- +AHw- 0047 615-06490 86.000 EACH +AHw- 110.00000 9460.00+AHw- +AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0048 615-06505 11.000 EACH +AHw- 520.00000 5720.00+AHw- +AHw- MONUMENT, B +AHw- +AHw- +AHw- 0049 615-06527 1.000 EACH +AHw- 450.00000 450.00+AHw- +AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0050 616-02320 505.200 m2 +AHw- 4.60000 2323.92+AHw- +AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0051 616-06405 530.500 Mg +AHw- 21.00000 11140.50+AHw- +AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0052 621-01004 3.000 EACH +AHw- 420.00000 1260.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0053 621-02770 631.550 m2 +AHw- 1.60000 1010.48+AHw- +AHw- EROSION CONTROL BLANKET +AHw- +AHw- +AHw- 0054 621-06560 3992.000 m2 +AHw- 0.45000 1796.40+AHw- +AHw- MULCHED SEEDING, U +AHw- +AHw- +AHw- 0055 621-06567 212.900 kL +AHw- 1.10000 234.19+AHw- +AHw- WATER +AHw- +AHw- +AHw- 0056 621-06574 69.870 m2 +AHw- 3.20000 223.58+AHw- +AHw- SODDING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06575 11666.000 m2 +AHw- 3.20000 37331.20+AHw- +AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0058 703-51030 4422.000 kg +AHw- 2.20000 9728.40+AHw- +AHw- REINFORCING STEEL +AHw- +AHw- +AHw- 0059 709-51821 LUMP +AHw- 2500.00000 2500.00+AHw- +AHw- SURFACE SEAL +AHw- +AHw- +AHw- 0060 714-44240 124.510 m3 +AHw- 1000.00000 124510.00+AHw- +AHw- CONCRETE, A, STRUCTURES +AHw- +AHw- +AHw- 0061 715-03025 4.000 EACH +AHw- 2715.00000 10860.00+AHw- +AHw- SANITARY MANHOLE W/ MODIFIED TYPE 4 +AHw- +AHw- +AHw- CASTING +AHw- +AHw- +AHw- 0062 715-05024 12.600 m +AHw- 260.00000 3276.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 900 mm +AHw- +AHw- +AHw- 0063 715-05048 2502.900 m +AHw- 14.90000 37293.21+AHw- +AHw- PIPE, TYPE 4, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0064 715-05053 4.000 m +AHw- 59.30000 237.20+AHw- +AHw- PIPE, UNDERDRAIN OUTLET, 150 mm +AHw- +AHw- +AHw- 0065 715-05128 15.800 m +AHw- 295.00000 4661.00+AHw- +AHw- PIPE, TYPE 1, CIRCULAR, 1200 mm +AHw- +AHw- +AHw- 0066 715-05141 47.000 m +AHw- 2100.00000 98700.00+AHw- +AHw- PIPE, TYPE 1, CIRCULAR, 2100 mm +AHw- +AHw- +AHw- 0067 715-05146 6.200 m +AHw- 75.00000 465.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0068 715-05149 867.700 m +AHw- 158.00000 137096.60+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0069 715-05151 209.500 m +AHw- 106.00000 22207.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0070 715-05152 90.600 m +AHw- 158.00000 14314.80+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0071 715-05153 58.400 m +AHw- 128.00000 7475.20+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 525 mm +AHw- +AHw- +AHw- 0072 715-05154 96.200 m +AHw- 184.00000 17700.80+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0073 715-05156 115.500 m +AHw- 201.00000 23215.50+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 750 mm +AHw- +AHw- +AHw- 0074 715-05169 7.100 m +AHw- 150.00000 1065.00+AHw- +AHw- PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0075 715-05408 82.800 m +AHw- 79.00000 6541.20+AHw- +AHw- PIPE, SANITARY SEWER, 200 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-07150 2.000 EACH +AHw- 2280.00000 4560.00+AHw- +AHw- CONCRETE ANCHOR, 2100 mm +AHw- +AHw- +AHw- 0077 715-08305 330.800 Mg +AHw- 115.00000 38042.00+AHw- +AHw- HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0078 715-46000 1.000 EACH +AHw- 545.00000 545.00+AHw- +AHw- PIPE END SECTION, 300 mm +AHw- +AHw- +AHw- 0079 715-46005 9.000 EACH +AHw- 460.00000 4140.00+AHw- +AHw- PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0080 715-46010 3.000 EACH +AHw- 555.00000 1665.00+AHw- +AHw- PIPE END SECTION, 450 mm +AHw- +AHw- +AHw- 0081 715-46030 1.000 EACH +AHw- 847.00000 847.00+AHw- +AHw- PIPE END SECTION, 750 mm +AHw- +AHw- +AHw- 0082 715-46040 1.000 EACH +AHw- 339.00000 339.00+AHw- +AHw- PIPE END SECTION, 900 mm +AHw- +AHw- +AHw- 0083 715-91584 5.600 m +AHw- 66.00000 369.60+AHw- +AHw- PIPE, PVC, 38 mm +AHw- +AHw- +AHw- 0084 715-97544 3.500 m +AHw- 527.00000 1844.50+AHw- +AHw- PIPE, DUCTILE IRON, 200 mm +AHw- +AHw- +AHw- 0085 718-52610 453.560 m3 +AHw- 90.00000 40820.40+AHw- +AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0086 718-99153 6831.780 m2 +AHw- 1.40000 9564.49+AHw- +AHw- GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0087 720-44000 17.000 EACH +AHw- 300.00000 5100.00+AHw- +AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0088 720-44015 1.000 EACH +AHw- 740.00000 740.00+AHw- +AHw- CASTING, 2, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- 0089 720-45030 6.000 EACH +AHw- 1325.00000 7950.00+AHw- +AHw- INLET, E7 +AHw- +AHw- +AHw- 0090 720-45035 2.000 EACH +AHw- 1325.00000 2650.00+AHw- +AHw- INLET, F7 +AHw- +AHw- +AHw- 0091 720-45045 20.000 EACH +AHw- 1455.00000 29100.00+AHw- +AHw- INLET, J10 +AHw- +AHw- +AHw- 0092 720-45055 43.000 EACH +AHw- 1570.00000 67510.00+AHw- +AHw- INLET, M10 +AHw- +AHw- +AHw- 0093 720-45155 2.000 EACH +AHw- 1570.00000 3140.00+AHw- +AHw- INLET, M10, MODIFIED +AHw- +AHw- +AHw- 0094 720-45250 2.000 EACH +AHw- 1750.00000 3500.00+AHw- +AHw- CATCH BASIN, K10 +AHw- +AHw- +AHw- 0095 720-45410 6.000 EACH +AHw- 2280.00000 13680.00+AHw- +AHw- MANHOLE, C4 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 720-45415 3.000 EACH +AHw- 2280.00000 6840.00+AHw- +AHw- MANHOLE, D4 +AHw- +AHw- +AHw- 0097 720-45605 5.000 m +AHw- 2420.00000 12100.00+AHw- +AHw- STRUCTURE, MANHOLE, RECONSTRUCT +AHw- +AHw- +AHw- 0098 720-91110 1.000 EACH +AHw- 11410.00000 11410.00+AHw- +AHw- MANHOLE, N4 +AHw- +AHw- +AHw- 0099 720-93501 1.000 EACH +AHw- 4985.00000 4985.00+AHw- +AHw- MANHOLE, L4 +AHw- +AHw- +AHw- 0100 720-98174 3.000 EACH +AHw- 2010.00000 6030.00+AHw- +AHw- INLET, B15 +AHw- +AHw- +AHw- 0101 720-98555 12.000 EACH +AHw- 2010.00000 24120.00+AHw- +AHw- INLET, C15 +AHw- +AHw- +AHw- 0102 728-98377 LUMP +AHw- 5500.00000 5500.00+AHw- +AHw- MASONRY COATING +AHw- +AHw- +AHw- 0103 729-08620 102.500 m2 +AHw- 320.00000 32800.00+AHw- +AHw- CARBON FIBER CONFINEMENT +AHw- +AHw- +AHw- 0104 732-08419 95.700 m2 +AHw- 75.00000 7177.50+AHw- +AHw- MODULAR BLOCK WALL +AHw- +AHw- +AHw- 0105 732-08420 73.100 m2 +AHw- 225.00000 16447.50+AHw- +AHw- MODULAR BLOCK WALL WITH GROUND +AHw- +AHw- +AHw- REINFORCEMENT +AHw- +AHw- +AHw- 0106 732-08421 168.800 m2 +AHw- 190.00000 32072.00+AHw- +AHw- MODULAR BLOCK WALL ERECTION +AHw- +AHw- +AHw- 0107 801-01504 16.000 EACH +AHw- 55.00000 880.00+AHw- +AHw- TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- LANE INDICATION ARROW +AHw- +AHw- +AHw- 0108 801-01506 2.000 EACH +AHw- 210.00000 420.00+AHw- +AHw- TEMPORARY PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- WORD (RXR) +AHw- +AHw- +AHw- 0109 801-04308 5.000 EACH +AHw- 615.00000 3075.00+AHw- +AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0110 801-06203 2904.200 m +AHw- 0.65000 1887.73+AHw- +AHw- TEMPORARY PAVEMENT MARKING, 100 mm +AHw- +AHw- +AHw- 0111 801-06625 21.000 EACH +AHw- 130.00000 2730.00+AHw- +AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0112 801-06640 13.000 EACH +AHw- 350.00000 4550.00+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0113 801-06775 LUMP +AHw- 280000.00000 280000.00+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 801-07118 12.000 m +AHw- 47.00000 564.00+AHw- +AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0115 801-07119 4.000 m +AHw- 63.00000 252.00+AHw- +AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0116 801-07612 73.300 m +AHw- 32.00000 2345.60+AHw- +AHw- TEMPORARY PAVEMENT MARKING, 600 mm +AHw- +AHw- +AHw- 0117 802-05701 142.300 m +AHw- 30.00000 4269.00+AHw- +AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0118 802-07060 2.000 EACH +AHw- 170.00000 340.00+AHw- +AHw- SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0119 802-07125 0.150 m2 +AHw- 255.00000 38.25+AHw- +AHw- SIGN, DOUBLE FACED, SHEET, ENCAPSULATED +AHw- +AHw- +AHw- LENS, WITH LEGEND, 2.03 mm +AHw- +AHw- +AHw- 0120 802-76025 20.590 m2 +AHw- 180.00000 3706.20+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0121 802-76035 7.640 m2 +AHw- 170.00000 1298.80+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- 0122 802-76045 6.840 m2 +AHw- 270.00000 1846.80+AHw- +AHw- SIGN, SHEET ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 3.18 mm THICKNESS +AHw- +AHw- +AHw- 0123 804-06740 4.000 EACH +AHw- 27.00000 108.00+AHw- +AHw- DELINEATOR WITH POST, D2 +AHw- +AHw- +AHw- 0124 805-01816 2.000 EACH +AHw- 1400.00000 2800.00+AHw- +AHw- SIGNAL SUPPORT FOUNDATION, 900 mm X 900 +AHw- +AHw- +AHw- mm X 2500 mm +AHw- +AHw- +AHw- 0125 805-01842 7.000 EACH +AHw- 900.00000 6300.00+AHw- +AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0126 805-01843 2.000 EACH +AHw- 370.00000 740.00+AHw- +AHw- SIGNAL HANDHOLE ADJUST TO GRADE +AHw- +AHw- +AHw- 0127 805-02036 1.000 EACH +AHw- 3500.00000 3500.00+AHw- +AHw- SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM +AHw- +AHw- +AHw- 0128 805-02069 2.000 EACH +AHw- 3700.00000 7400.00+AHw- +AHw- SIGNAL CANTILEVER STRUCTURE, 7.6 m +AHw- +AHw- +AHw- 0129 805-02072 1.000 EACH +AHw- 3700.00000 3700.00+AHw- +AHw- SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM +AHw- +AHw- +AHw- 0130 805-02152 12.000 EACH +AHw- 530.00000 6360.00+AHw- +AHw- PEDESTRIAN SIGNAL HEAD WITH +AHw- +AHw- +AHw- INTERNATIONAL SYMBOLS, 450mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 805-02202 4.000 EACH +AHw- 830.00000 3320.00+AHw- +AHw- SIGNAL DETECTOR HOUSING, DOUBLE +AHw- +AHw- +AHw- 0132 805-02855 3.000 EACH +AHw- 1300.00000 3900.00+AHw- +AHw- SIGNAL SUPPORT FOUNDATION, 750 mm X 750 +AHw- +AHw- +AHw- mm X 1850 mm +AHw- +AHw- +AHw- 0133 805-02920 1.000 EACH +AHw- 5300.00000 5300.00+AHw- +AHw- SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM +AHw- +AHw- +AHw- AND 9.1 m ARM +AHw- +AHw- +AHw- 0134 805-06592 255.000 m +AHw- 51.00000 13005.00+AHw- +AHw- CONDUIT, STEEL, GALVANIZED, 50mm +AHw- +AHw- +AHw- 0135 805-78100 2.000 EACH +AHw- 8500.00000 17000.00+AHw- +AHw- CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0136 805-78205 12.000 EACH +AHw- 680.00000 8160.00+AHw- +AHw- TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0137 805-78205 4.000 EACH +AHw- 430.00000 1720.00+AHw- +AHw- TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN RETROFIT RED AND GREEN +AHw- +AHw- +AHw- 0138 805-78230 4.000 EACH +AHw- 580.00000 2320.00+AHw- +AHw- TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- RETROFIT RED, GREEN, AMBER ARROW +ACY- GREEN+AHw- +AHw- +AHw- 0139 805-78370 12.000 EACH +AHw- 135.00000 1620.00+AHw- +AHw- PEDESTRIAN PUSH BUTTON +AHw- +AHw- +AHw- 0140 805-78412 6.000 EACH +AHw- 700.00000 4200.00+AHw- +AHw- SIGNAL PEDESTAL, 2.7 m +AHw- +AHw- +AHw- 0141 805-78445 3.000 EACH +AHw- 525.00000 1575.00+AHw- +AHw- SIGNAL SERVICE +AHw- +AHw- +AHw- 0142 805-78467 50.000 m +AHw- 6.30000 315.00+AHw- +AHw- SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0143 805-78470 1835.000 m +AHw- 0.70000 1284.50+AHw- +AHw- SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0144 805-78480 362.000 m +AHw- 4.80000 1737.60+AHw- +AHw- SIGNAL CABLE, 3C 14GA. +AHw- +AHw- +AHw- 0145 805-78485 780.000 m +AHw- 5.00000 3900.00+AHw- +AHw- SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0146 805-78490 120.000 m +AHw- 5.40000 648.00+AHw- +AHw- SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 805-78510 1078.000 m +AHw- 5.00000 5390.00+AHw- +AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0148 805-78785 4.000 EACH +AHw- 580.00000 2320.00+AHw- +AHw- SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0149 805-78795 580.000 m +AHw- 31.00000 17980.00+AHw- +AHw- SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0150 805-78900 6.000 EACH +AHw- 475.00000 2850.00+AHw- +AHw- PEDESTAL FOUNDATION, A +AHw- +AHw- +AHw- 0151 805-78925 2.000 EACH +AHw- 580.00000 1160.00+AHw- +AHw- CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0152 805-92504 5.000 EACH +AHw- 240.00000 1200.00+AHw- +AHw- LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0153 805-95296 LUMP +AHw- 780.00000 780.00+AHw- +AHw- SIGNAL HEADS, TEMPORARY, INSTALL +AHw- +AHw- +AHw- 0154 808-05866 6.600 m2 +AHw- 34.00000 224.40+AHw- +AHw- PAVEMENT MESSAGE MARKING, REMOVE +AHw- +AHw- +AHw- 0155 808-06368 7.200 m +AHw- 9.50000 68.40+AHw- +AHw- TRANSVERSE MARKING, REMOVE +AHw- +AHw- +AHw- 0156 808-06703 3676.100 m +AHw- 1.40000 5146.54+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0157 808-06716 6.400 m +AHw- 3.20000 20.48+AHw- +AHw- LINE, REMOVE +AHw- +AHw- +AHw- 0158 808-75245 1988.800 m +AHw- 1.40000 2784.32+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0159 808-75278 241.000 m +AHw- 4.10000 988.10+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 300 mm +AHw- +AHw- +AHw- 0160 808-75297 95.000 m +AHw- 6.20000 589.00+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0161 808-75300 445.400 m +AHw- 2.80000 1247.12+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 150 mm +AHw- +AHw- +AHw- 0162 808-75320 22.000 EACH +AHw- 75.00000 1650.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0163 808-75325 14.000 EACH +AHw- 80.00000 1120.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 200 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,321,092.13 ROUTE : CALL ORDER : 200 CONTRACT ID : R -28549-A COUNTIES : FLOYD LETTING DATE : 06/21/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1357381 +AHw-( ) +AHw-( ) +AHw-O+AGA-MARA, DAVE CONTRACTOR +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0164 808-75340 2.000 EACH +AHw- 325.00000 650.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD, RXR +AHw- +AHw- +AHw- 0165 808-92027 1204.700 m +AHw- 3.00000 3614.10+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 4,286,339.30+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 4,286,339.30+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 4,023,185.51 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28558-A COUNTIES : HOWARD LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. +ACQ- 3,797,226.97 100.0000+ACU- 2 35-1139301 E +ACY- B PAVING, INC. +ACQ- 4,149,505.75 109.2773+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-ATLAS EXCAVATING, INC. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 35000.00000 35000.00+AHw- 53900.00000 53900.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 15.000 MOS +AHw- 2200.00000 33000.00+AHw- 1805.00000 27075.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 185000.00000 185000.00+AHw- 207500.00000 207500.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 25000.00000 25000.00+AHw- 60000.00000 60000.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 202-02241 470.000 LFT +AHw- 3.00000 1410.00+AHw- 5.00000 2350.00+AHw- GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0009 202-52710 290.000 SYS +AHw- 18.00000 5220.00+AHw- 9.25000 2682.50+AHw- SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0010 202-91385 18.000 EACH +AHw- 400.00000 7200.00+AHw- 500.00000 9000.00+AHw- INLET, REMOVE +AHw- +AHw- +AHw- 0011 202-93047 4.000 EACH +AHw- 400.00000 1600.00+AHw- 500.00000 2000.00+AHw- MANHOLE, REMOVE +AHw- +AHw- +AHw- 0012 202-96133 1941.000 LFT +AHw- 30.00000 58230.00+AHw- 11.00000 21351.00+AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0013 202-99187 527.000 LFT +AHw- 2.00000 1054.00+AHw- 5.30000 2793.10+AHw- FENCE, FARM FIELD, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 4,023,185.51 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28558-A COUNTIES : HOWARD LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-ATLAS EXCAVATING, INC. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02000 18205.000 CYS +AHw- 18.00000 327690.00+AHw- 20.00000 364100.00+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0015 205-06933 40.000 EACH +AHw- 55.00000 2200.00+AHw- 55.00000 2200.00+AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 1040.000 LFT +AHw- 1.38000 1435.20+AHw- 1.38000 1435.20+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 207-08263 26073.000 SYS +AHw- 3.50000 91255.50+AHw- 4.60000 119935.80+AHw- SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0018 211-07454 20555.000 CYS +AHw- 22.00000 452210.00+AHw- 22.00000 452210.00+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0019 301-07448 1190.000 TON +AHw- 22.00000 26180.00+AHw- 28.00000 33320.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0020 303-07449 17.000 TON +AHw- 65.00000 1105.00+AHw- 80.00000 1360.00+AHw- COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0021 303-08210 100.000 TON +AHw- 40.00000 4000.00+AHw- 33.60000 3360.00+AHw- COMPACTED AGGREGATE NO. 53, TEMPORARY +AHw- +AHw- +AHw- FOR DRIVEWAYS +AHw- +AHw- +AHw- 0022 306-08033 770.000 SYS +AHw- 5.00000 3850.00+AHw- 4.00000 3080.00+AHw- MILLING, ASPHALT, 1 IN. +AHw- +AHw- +AHw- 0023 401-07335 1705.000 TON +AHw- 75.00000 127875.00+AHw- 75.00000 127875.00+AHw- QC/QA-HMA, 4, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0024 401-07404 2840.000 TON +AHw- 49.75000 141290.00+AHw- 49.75000 141290.00+AHw- QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m +AHw- +AHw- +AHw- 0025 401-07409 8850.000 TON +AHw- 48.75000 431437.50+AHw- 48.75000 431437.50+AHw- QC/QA-HMA, 4, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0026 401-08333 4670.000 TON +AHw- 49.75000 232332.50+AHw- 49.75000 232332.50+AHw- QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0027 406-05520 23.000 TON +AHw- 350.00000 8050.00+AHw- 350.00000 8050.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0028 601-06035 12.500 LFT +AHw- 9.00000 112.50+AHw- 10.00000 125.00+AHw- GUARDRAIL, RESET +AHw- +AHw- +AHw- 0029 601-94689 1.000 EACH +AHw- 2500.00000 2500.00+AHw- 3800.00000 3800.00+AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0030 603-06040 527.000 LFT +AHw- 7.60000 4005.20+AHw- 9.00000 4743.00+AHw- FENCE, FARM FIELD, 47 IN. +AHw- +AHw- +AHw- 0031 604-07896 68.000 SYS +AHw- 148.00000 10064.00+AHw- 148.00000 10064.00+AHw- CURB RAMP, CONCRETE, B +AHw- +AHw- +AHw- 0032 604-07901 40.000 SYS +AHw- 235.00000 9400.00+AHw- 235.00000 9400.00+AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 4,023,185.51 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28558-A COUNTIES : HOWARD LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-ATLAS EXCAVATING, INC. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 604-07902 39.000 SYS +AHw- 189.00000 7371.00+AHw- 189.00000 7371.00+AHw- CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0034 604-91531 2932.000 SYS +AHw- 29.00000 85028.00+AHw- 29.00000 85028.00+AHw- SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0035 605-06155 4626.000 LFT +AHw- 17.00000 78642.00+AHw- 17.00000 78642.00+AHw- CURB AND GUTTER, CONCRETE, MODIFIED +AHw- +AHw- +AHw- 0036 610-07486 2435.000 TON +AHw- 72.00000 175320.00+AHw- 72.00000 175320.00+AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0037 610-07712 3354.000 SYS +AHw- 45.00000 150930.00+AHw- 45.00000 150930.00+AHw- PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0038 611-06497 52.000 EACH +AHw- 180.00000 9360.00+AHw- 120.00000 6240.00+AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0039 615-06490 53.000 EACH +AHw- 118.00000 6254.00+AHw- 130.00000 6890.00+AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0040 615-06505 3.000 EACH +AHw- 550.00000 1650.00+AHw- 500.00000 1500.00+AHw- MONUMENT, B +AHw- +AHw- +AHw- 0041 615-06527 1.000 EACH +AHw- 500.00000 500.00+AHw- 400.00000 400.00+AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0042 616-02320 528.000 SYS +AHw- 2.83000 1494.24+AHw- 4.00000 2112.00+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0043 616-05688 70.000 TON +AHw- 50.00000 3500.00+AHw- 70.00000 4900.00+AHw- RIPRAP, CLASS 1 +AHw- +AHw- +AHw- 0044 616-06405 445.000 TON +AHw- 34.00000 15130.00+AHw- 50.00000 22250.00+AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0045 621-01004 2.000 EACH +AHw- 250.00000 500.00+AHw- 250.00000 500.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0046 621-06545 0.100 TON +AHw- 1280.00000 128.00+AHw- 1280.00000 128.00+AHw- FERTILIZER +AHw- +AHw- +AHw- 0047 621-06557 61.000 LBS +AHw- 8.60000 524.60+AHw- 8.60000 524.60+AHw- SEED MIXTURE, T +AHw- +AHw- +AHw- 0048 621-06565 1.500 TON +AHw- 425.00000 637.50+AHw- 425.00000 637.50+AHw- MULCHING MATERIAL +AHw- +AHw- +AHw- 0049 621-06567 30.000 kGAL +AHw- 5.00000 150.00+AHw- 5.00000 150.00+AHw- WATER +AHw- +AHw- +AHw- 0050 621-06575 7365.000 SYS +AHw- 2.80000 20622.00+AHw- 2.80000 20622.00+AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0051 715-05048 6840.000 LFT +AHw- 3.61000 24692.40+AHw- 4.90000 33516.00+AHw- PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 4,023,185.51 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28558-A COUNTIES : HOWARD LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-ATLAS EXCAVATING, INC. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-05149 2443.000 LFT +AHw- 66.00000 161238.00+AHw- 50.00000 122150.00+AHw- PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0053 715-05156 6.000 LFT +AHw- 200.00000 1200.00+AHw- 500.00000 3000.00+AHw- PIPE, TYPE 2, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0054 715-05159 3751.000 LFT +AHw- 126.00000 472626.00+AHw- 190.00000 712690.00+AHw- PIPE, TYPE 2, CIRCULAR, 42 IN. +AHw- +AHw- +AHw- 0055 715-05408 41.000 LFT +AHw- 400.00000 16400.00+AHw- 80.00000 3280.00+AHw- PIPE, SANITARY SEWER, 8 IN. +AHw- +AHw- +AHw- 0056 715-05842 1.000 EACH +AHw- 2000.00000 2000.00+AHw- 1550.00000 1550.00+AHw- CONCRETE ANCHOR, 42 IN. +AHw- +AHw- +AHw- 0057 718-52610 620.000 CYS +AHw- 36.00000 22320.00+AHw- 45.30000 28086.00+AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0058 718-99153 7530.000 SYS +AHw- 1.00000 7530.00+AHw- 1.40000 10542.00+AHw- GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0059 720-44000 18.000 EACH +AHw- 200.00000 3600.00+AHw- 500.00000 9000.00+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0060 720-45035 3.000 EACH +AHw- 1600.00000 4800.00+AHw- 1400.00000 4200.00+AHw- INLET, F7 +AHw- +AHw- +AHw- 0061 720-45045 9.000 EACH +AHw- 1800.00000 16200.00+AHw- 1400.00000 12600.00+AHw- INLET, J10 +AHw- +AHw- +AHw- 0062 720-45055 9.000 EACH +AHw- 1800.00000 16200.00+AHw- 1600.00000 14400.00+AHw- INLET, M10 +AHw- +AHw- +AHw- 0063 720-45250 4.000 EACH +AHw- 2100.00000 8400.00+AHw- 2200.00000 8800.00+AHw- CATCH BASIN, K10 +AHw- +AHw- +AHw- 0064 720-45275 17.000 EACH +AHw- 1600.00000 27200.00+AHw- 1375.00000 23375.00+AHw- PIPE CATCH BASIN, 24 IN. +AHw- +AHw- +AHw- 0065 720-45410 1.000 EACH +AHw- 2400.00000 2400.00+AHw- 2400.00000 2400.00+AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0066 720-45605 1.000 LFT +AHw- 2800.00000 2800.00+AHw- 600.00000 600.00+AHw- STRUCTURE, MANHOLE, RECONSTRUCT +AHw- +AHw- +AHw- 0067 720-91352 3.000 EACH +AHw- 1800.00000 5400.00+AHw- 1350.00000 4050.00+AHw- CATCH BASIN, F7 +AHw- +AHw- +AHw- 0068 720-93501 2.000 EACH +AHw- 6800.00000 13600.00+AHw- 9000.00000 18000.00+AHw- MANHOLE, L4 +AHw- +AHw- +AHw- 0069 720-94612 17.000 EACH +AHw- 5000.00000 85000.00+AHw- 5000.00000 85000.00+AHw- MANHOLE, K4 +AHw- +AHw- +AHw- 0070 720-95422 1.000 EACH +AHw- 3800.00000 3800.00+AHw- 3000.00000 3000.00+AHw- MANHOLE, J4 +AHw- +AHw- +AHw- 0071 720-98174 3.000 EACH +AHw- 2600.00000 7800.00+AHw- 2150.00000 6450.00+AHw- INLET, B15 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 4,023,185.51 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28558-A COUNTIES : HOWARD LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-ATLAS EXCAVATING, INC. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 720-98555 1.000 EACH +AHw- 2600.00000 2600.00+AHw- 2175.00000 2175.00+AHw- INLET, C15 +AHw- +AHw- +AHw- 0073 720-99417 4.000 EACH +AHw- 2600.00000 10400.00+AHw- 2150.00000 8600.00+AHw- CATCH BASIN, C15 +AHw- +AHw- +AHw- 0074 801-04308 3.000 EACH +AHw- 700.00000 2100.00+AHw- 350.00000 1050.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0075 801-06203 3500.000 LFT +AHw- 0.55000 1925.00+AHw- 0.35000 1225.00+AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0076 801-06207 3500.000 LFT +AHw- 0.55000 1925.00+AHw- 0.98000 3430.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0077 801-06216 108.000 LFT +AHw- 5.05000 545.40+AHw- 2.25000 243.00+AHw- TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0078 801-06625 28.000 EACH +AHw- 415.00000 11620.00+AHw- 115.00000 3220.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0079 801-06640 10.000 EACH +AHw- 425.00000 4250.00+AHw- 165.00000 1650.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0080 801-06645 4.000 EACH +AHw- 110.00000 440.00+AHw- 55.00000 220.00+AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0081 801-06775 LUMP +AHw- 15000.00000 15000.00+AHw- 52000.00000 52000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0082 801-07119 132.000 LFT +AHw- 33.50000 4422.00+AHw- 18.00000 2376.00+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0083 802-05701 339.000 LFT +AHw- 14.50000 4915.50+AHw- 15.79000 5352.81+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0084 802-76025 119.000 SFT +AHw- 12.50000 1487.50+AHw- 23.07000 2745.33+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0085 802-76035 34.000 SFT +AHw- 13.80000 469.20+AHw- 23.67000 804.78+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0086 802-76045 48.400 SFT +AHw- 16.20000 784.08+AHw- 37.34000 1807.26+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.125 IN. THICKNESS +AHw- +AHw- +AHw- 0087 805-01842 2.000 EACH +AHw- 880.00000 1760.00+AHw- 1119.16000 2238.32+AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0088 805-06592 260.000 LFT +AHw- 18.00000 4680.00+AHw- 16.27000 4230.20+AHw- CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 4,023,185.51 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28558-A COUNTIES : HOWARD LETTING DATE : 06/21/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-ATLAS EXCAVATING, INC. +AHw-E +ACY- B PAVING, INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 805-06595 3509.000 LFT +AHw- 7.20000 25264.80+AHw- 10.11000 35475.99+AHw- CONDUIT, PVC, 2 IN. +AHw- +AHw- +AHw- 0090 805-78470 172.000 LFT +AHw- 0.40000 68.80+AHw- 3.33000 572.76+AHw- SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0091 805-78510 1110.000 LFT +AHw- 1.50000 1665.00+AHw- 1.26000 1398.60+AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0092 805-78746 68.000 LFT +AHw- 10.00000 680.00+AHw- 22.05000 1499.40+AHw- PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- 0093 805-78795 64.000 LFT +AHw- 8.00000 512.00+AHw- 25.27000 1617.28+AHw- SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0094 805-92504 1.000 EACH +AHw- 350.00000 350.00+AHw- 229.61000 229.61+AHw- LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0095 808-06701 1570.000 LFT +AHw- 0.45000 706.50+AHw- 0.42000 659.40+AHw- LINE, THERMOPLASTIC, BROKEN, WHITE, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0096 808-06703 255.000 LFT +AHw- 0.45000 114.75+AHw- 0.50000 127.50+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0097 808-75245 5214.000 LFT +AHw- 0.45000 2346.30+AHw- 0.39000 2033.46+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0098 808-75278 135.000 LFT +AHw- 2.20000 297.00+AHw- 1.85000 249.75+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0099 808-75297 165.000 LFT +AHw- 4.40000 726.00+AHw- 3.80000 627.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0100 808-75300 580.000 LFT +AHw- 1.25000 725.00+AHw- 1.02000 591.60+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0101 808-75320 2.000 EACH +AHw- 100.00000 200.00+AHw- 75.00000 150.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0102 808-75325 3.000 EACH +AHw- 145.00000 435.00+AHw- 125.00000 375.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0103 808-92027 770.000 LFT +AHw- 1.50000 1155.00+AHw- 1.20000 924.00+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 8 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 3,797,226.97+AHw- +ACQ- 4,149,505.75+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 3,797,226.97+AHw- +ACQ- 4,149,505.75+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 25,410.30 ROUTE : 43 CALL ORDER : 230 CONTRACT ID : R -28661-A COUNTIES : TIPPECANOE LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN+AGA-S HAULING +ACY- EXCAVATING +ACQ- 9,150.00 100.0000+ACU- 2 35-1874009 HAUER EXCAVATING +ACQ- 10,777.00 117.7814+ACU- 3 35-2070195 ALPHA EXCAVATING +ACY- LANDSCAPING +ACQ- 14,832.90 162.1082+ACU- 4 35-2009641 REAGINS, INC. +ACQ- 17,992.20 196.6361+ACU- 5 03-0519854 FOCUS CONTRACTING INC +ACQ- 20,185.38 220.6052+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-2103617 +AHw-( 2 ) 35-1874009 +AHw-( 3 ) 35-2070195 +AHw-BRYAN+AGA-S HAULING +ACY- EXCAVATING +AHw-HAUER EXCAVATING +AHw-ALPHA EXCAVATING +ACY- LANDSCAPIN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 202-03000 LUMP +AHw- 8138.25000 8138.25+AHw- 9967.60000 9967.60+AHw- 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL +AHw- +AHw- +AHw- NO. 11 +AHw- +AHw- +AHw- 0002 621-06559 4047.000 SYS +AHw- 0.25000 1011.75+AHw- 0.20000 809.40+AHw- 0.70000 2832.90 MULCHED SEEDING, R +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 9,150.00+AHw- +ACQ- 10,777.00+AHw- +ACQ- 14,832.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 9,150.00+AHw- +ACQ- 10,777.00+AHw- +ACQ- 14,832.90 +AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 25,410.30 ROUTE : 43 CALL ORDER : 230 CONTRACT ID : R -28661-A COUNTIES : TIPPECANOE LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-2009641 +AHw-( 5 ) 03-0519854 +AHw-( ) +AHw-REAGINS, INC. +AHw-FOCUS CONTRACTING INC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 202-03000 LUMP +AHw- 15098.60000 15098.60+AHw- 18000.00000 18000.00+AHw- HOUSES AND BUILDINGS, REMOVE , PARCEL +AHw- +AHw- +AHw- NO. 11 +AHw- +AHw- +AHw- 0002 621-06559 4047.000 SYS +AHw- 0.71500 2893.60+AHw- 0.54000 2185.38+AHw- MULCHED SEEDING, R +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 17,992.20+AHw- +ACQ- 20,185.38+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 17,992.20+AHw- +ACQ- 20,185.38+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,089,054.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28728-A COUNTIES : PORTER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/19/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : Standard VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1035122 GARIUP CONSTRUCTION CO. INC. +ACQ- 2,529,200.00 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 2,646,176.33 104.6250+ACU- 3 35-1035114 SUPERIOR CONSTRUCTION CO +ACQ- 2,782,269.34 110.0059+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1035122 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1035114 +AHw-GARIUP CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RECONSTRUCTION OF PARK ENTRANCE AND PARKING LOT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 13260.00000 13260.00+AHw- 64700.00000 64700.00+AHw- 225000.00000 225000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 10.000 MOS +AHw- 2032.00000 20320.00+AHw- 3000.00000 30000.00+AHw- 1200.00000 12000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 2.000 EACH +AHw- 224.00000 448.00+AHw- 110.00000 220.00+AHw- 100.00000 200.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 20.000 MOS +AHw- 305.00000 6100.00+AHw- 110.00000 2200.00+AHw- 70.00000 1400.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 7.00000 7.00+AHw- 7.00000 7.00+AHw- 7.00000 7.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0007 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0008 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0009 110-01001 LUMP +AHw- 217187.76000 217187.76+AHw- 128000.00000 128000.00+AHw- 228000.00000 228000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0010 201-52370 LUMP +AHw- 61000.00000 61000.00+AHw- 79500.00000 79500.00+AHw- 90000.00000 90000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0011 202-02240 4870.850 SYS +AHw- 4.00000 19483.40+AHw- 12.00000 58450.20+AHw- 9.68000 47149.83 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0012 202-02272 152.610 LFT +AHw- 15.00000 2289.15+AHw- 10.00000 1526.10+AHw- 10.25000 1564.25 PAVED SIDE DITCH, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,089,054.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28728-A COUNTIES : PORTER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1035122 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1035114 +AHw-GARIUP CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-03000 LUMP +AHw- 649.00000 649.00+AHw- 50000.00000 50000.00+AHw- 145000.00000 145000.00 HOUSES AND BUILDINGS, REMOVE +AHw- +AHw- +AHw- 0014 202-06542 1.000 EACH +AHw- 300.00000 300.00+AHw- 5000.00000 5000.00+AHw- 2100.00000 2100.00 RELOCATE BOULDER +AHw- +AHw- +AHw- 0015 202-95579 1.000 EACH +AHw- 1554.00000 1554.00+AHw- 1500.00000 1500.00+AHw- 11900.00000 11900.00 SERVICE POINT, REMOVE +AHw- +AHw- +AHw- 0016 203-02000 37695.800 CYS +AHw- 8.00000 301566.40+AHw- 13.00000 490045.40+AHw- 6.75000 254446.65 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0017 205-06931 86.400 TON +AHw- 46.00000 3974.40+AHw- 75.00000 6480.00+AHw- 60.00000 5184.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0018 205-06933 2.000 EACH +AHw- 130.00000 260.00+AHw- 125.00000 250.00+AHw- 300.00000 600.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0019 205-06937 966.400 LFT +AHw- 3.00000 2899.20+AHw- 1.38000 1333.63+AHw- 3.00000 2899.20 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0020 207-08264 12329.000 SYS +AHw- 7.00000 86303.00+AHw- 3.00000 36987.00+AHw- 0.25000 3082.25 SUBGRADE TREATMENT, TYPE II +AHw- +AHw- +AHw- 0021 211-07454 15.700 CYS +AHw- 39.00000 612.30+AHw- 50.00000 785.00+AHw- 100.00000 1570.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0022 301-07448 1130.850 TON +AHw- 20.00000 22617.00+AHw- 45.00000 50888.25+AHw- 65.00000 73505.25 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0023 303-07449 41.120 TON +AHw- 24.00000 986.88+AHw- 50.00000 2056.00+AHw- 75.00000 3084.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0024 306-08034 1992.810 SYS +AHw- 7.00000 13949.67+AHw- 4.00000 7971.24+AHw- 4.55000 9067.29 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0025 402-07433 2183.800 TON +AHw- 72.00000 157233.60+AHw- 59.90000 130809.62+AHw- 59.90000 130809.62 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0026 402-07441 3383.500 TON +AHw- 56.00000 189476.00+AHw- 50.70000 171543.45+AHw- 50.70000 171543.45 HMA BASE, TYPE B +AHw- +AHw- +AHw- 0027 402-07451 378.200 TON +AHw- 73.00000 27608.60+AHw- 53.40000 20195.88+AHw- 53.40000 20195.88 HMA, TYPE B, WEDGE AND LEVEL +AHw- +AHw- +AHw- 0028 406-05520 14.100 TON +AHw- 570.00000 8037.00+AHw- 360.00000 5076.00+AHw- 360.00000 5076.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0029 502-06457 586.330 SYS +AHw- 72.00000 42215.76+AHw- 75.00000 43974.75+AHw- 57.00000 33420.81 PCCP, 9 IN. +AHw- +AHw- +AHw- 0030 601-04849 372.900 LFT +AHw- 21.00000 7830.90+AHw- 19.80000 7383.42+AHw- 8.00000 2983.20 POST , WOOD, 6 IN. X 6 IN. +AHw- +AHw- +AHw- 0031 603-04255 1.000 EACH +AHw- 1534.00000 1534.00+AHw- 10000.00000 10000.00+AHw- 10000.00000 10000.00 GATE , MANUAL SWING ARM TRAFFIC BARRIER +AHw- +AHw- +AHw- 0032 603-04255 1.000 EACH +AHw- 3419.00000 3419.00+AHw- 16000.00000 16000.00+AHw- 16000.00000 16000.00 GATE MANUAL SWING ARM TRAFFIC BARRIER, +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,089,054.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28728-A COUNTIES : PORTER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1035122 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1035114 +AHw-GARIUP CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 603-04255 1.000 EACH +AHw- 2020.00000 2020.00+AHw- 16000.00000 16000.00+AHw- 16000.00000 16000.00 GATE MANUAL SWING ARM TRAFFIC BARRIER, +AHw- +AHw- +AHw- 0034 604-06070 1152.730 SYS +AHw- 59.00000 68011.07+AHw- 45.00000 51872.85+AHw- 44.50000 51296.49 SIDEWALK, CONCRETE +AHw- +AHw- +AHw- 0035 604-07569 77.430 SYS +AHw- 723.00000 55981.89+AHw- 522.00000 40418.46+AHw- 222.00000 17189.46 PAVERS , GRANITE +AHw- +AHw- +AHw- 0036 604-07904 62.520 SYS +AHw- 87.00000 5439.24+AHw- 150.00000 9378.00+AHw- 81.00000 5064.12 CURB RAMP, CONCRETE, L +AHw- +AHw- +AHw- 0037 604-44251 1.330 CYS +AHw- 2148.00000 2856.84+AHw- 1000.00000 1330.00+AHw- 400.00000 532.00 STEPS, CONCRETE +AHw- +AHw- +AHw- 0038 605-06120 2150.640 LFT +AHw- 28.00000 60217.92+AHw- 20.00000 43012.80+AHw- 15.25000 32797.26 CURB, CONCRETE +AHw- +AHw- +AHw- 0039 605-06121 191.640 LFT +AHw- 25.00000 4791.00+AHw- 25.00000 4791.00+AHw- 14.50000 2778.78 CURB, CONCRETE, B +AHw- +AHw- +AHw- 0040 605-06125 468.930 LFT +AHw- 28.00000 13130.04+AHw- 30.00000 14067.90+AHw- 15.75000 7385.65 CURB, CONCRETE, MODIFIED 9+ACI- +AHw- +AHw- +AHw- 0041 610-07487 34.130 TON +AHw- 130.00000 4436.90+AHw- 90.00000 3071.70+AHw- 90.00000 3071.70 HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0042 615-06496 11.000 EACH +AHw- 95.00000 1045.00+AHw- 55.00000 605.00+AHw- 300.00000 3300.00 PARKING BARRIER +AHw- +AHw- +AHw- 0043 616-02320 14803.300 SYS +AHw- 2.00000 29606.60+AHw- 3.00000 44409.90+AHw- 2.00000 29606.60 GEOTEXTILES +AHw- +AHw- +AHw- 0044 616-94426 126.010 SYS +AHw- 67.00000 8442.67+AHw- 64.50000 8127.65+AHw- 130.00000 16381.30 GEOGRID , POROUS GREEN, PAVING SYSTEM +AHw- +AHw- +AHw- 0045 621-01004 1.000 EACH +AHw- 311.00000 311.00+AHw- 1000.00000 1000.00+AHw- 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0046 621-03909 92.500 LBS +AHw- 311.00000 28767.50+AHw- 46.00000 4255.00+AHw- 300.00000 27750.00 SEED MIXTURE, NATIVE +AHw- +AHw- +AHw- 0047 621-04156 2330.000 SYS +AHw- 2.00000 4660.00+AHw- 1.54000 3588.20+AHw- 1.84000 4287.20 SEEDING, WETLAND , SEDGE MEADOW +AHw- +AHw- +AHw- 0048 621-06559 100.000 SYS +AHw- 5.00000 500.00+AHw- 1.50000 150.00+AHw- 0.89000 89.00 MULCHED SEEDING, R +AHw- +AHw- +AHw- 0049 621-08149 9462.000 SYS +AHw- 2.00000 18924.00+AHw- 0.95000 8988.90+AHw- 1.18000 11165.16 GRASS , MARRAM +AHw- +AHw- +AHw- 0050 621-08161 606.880 SYS +AHw- 3.00000 1820.64+AHw- 2.10000 1274.45+AHw- 2.10000 1274.45 PERMANENT TURF REINFORCEMENT MAT +AHw- +AHw- +AHw- 0051 622-05626 7.000 EACH +AHw- 403.00000 2821.00+AHw- 150.00000 1050.00+AHw- 389.00000 2723.00 PLANT, CONIFEROUS EVERGREEN, CONE, +AHw- +AHw- +AHw- BROAD UPRIGHT, OVER 72 TO 96 IN. +AHw- +AHw- +AHw- Eastern Red Cedar (Juniperus virginiana)+AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,089,054.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28728-A COUNTIES : PORTER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1035122 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1035114 +AHw-GARIUP CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 622-05626 11.000 EACH +AHw- 310.00000 3410.00+AHw- 210.00000 2310.00+AHw- 299.00000 3289.00 PLANT, CONIFEROUS EVERGREEN, CONE, +AHw- +AHw- +AHw- BROAD UPRIGHT, OVER 72 TO 96 IN. White +AHw- +AHw- +AHw- Pine (Pinus strobus) +AHw- +AHw- +AHw- 0053 622-05640 24.000 EACH +AHw- 93.00000 2232.00+AHw- 33.00000 792.00+AHw- 89.00000 2136.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0054 622-05640 38.000 EACH +AHw- 93.00000 3534.00+AHw- 33.00000 1254.00+AHw- 89.00000 3382.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 +AHw- +AHw- +AHw- IN. Fragrant Sumac (Rhus aromatica) +AHw- +AHw- +AHw- 0055 622-05640 19.000 EACH +AHw- 93.00000 1767.00+AHw- 39.00000 741.00+AHw- 89.00000 1691.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 +AHw- +AHw- +AHw- IN. Old Gold Juniper (Juniperus +AHw- +AHw- +AHw- chinensis 'O +AHw- +AHw- +AHw- 0056 622-05640 28.000 EACH +AHw- 93.00000 2604.00+AHw- 33.00000 924.00+AHw- 89.00000 2492.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 +AHw- +AHw- +AHw- IN. Sand Cherry (Prunus pumila) +AHw- +AHw- +AHw- 0057 622-05640 40.000 EACH +AHw- 134.00000 5360.00+AHw- 69.00000 2760.00+AHw- 129.00000 5160.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 +AHw- +AHw- +AHw- IN. Serviceberry (Amelanchier) +AHw- +AHw- +AHw- 0058 622-05650 3.000 EACH +AHw- 331.00000 993.00+AHw- 450.00000 1350.00+AHw- 319.00000 957.00 PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 2 TO 2.5 IN. Black Oak (Quercus +AHw- +AHw- +AHw- velutina) +AHw- +AHw- +AHw- 0059 622-05650 12.000 EACH +AHw- 331.00000 3972.00+AHw- 390.00000 4680.00+AHw- 319.00000 3828.00 PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 2 TO 2.5 IN. White Oak (Quercus +AHw- +AHw- +AHw- alba) +AHw- +AHw- +AHw- 0060 622-05654 20.000 EACH +AHw- 20.00000 400.00+AHw- 14.95000 299.00+AHw- 19.00000 380.00 PLANT, PERENNIAL Bergamot (Monarda +AHw- +AHw- +AHw- fistulosa) +AHw- +AHw- +AHw- 0061 622-05654 9.000 EACH +AHw- 31.00000 279.00+AHw- 35.00000 315.00+AHw- 29.00000 261.00 PLANT, PERENNIAL Eastern Prickly Pear +AHw- +AHw- +AHw- (Opuntia humifosa) +AHw- +AHw- +AHw- 0062 622-05654 29.000 EACH +AHw- 20.00000 580.00+AHw- 12.65000 366.85+AHw- 19.00000 551.00 PLANT, PERENNIAL False Sunflower +AHw- +AHw- +AHw- (Heliopsis helianthoides +AHw- +AHw- +AHw- 0063 622-05654 30.000 EACH +AHw- 20.00000 600.00+AHw- 13.25000 397.50+AHw- 19.00000 570.00 PLANT, PERENNIAL Lanceleaf Coreopsis +AHw- +AHw- +AHw- (Coreopsis lanceolat +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,089,054.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28728-A COUNTIES : PORTER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1035122 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1035114 +AHw-GARIUP CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 622-05654 63.000 EACH +AHw- 20.00000 1260.00+AHw- 12.50000 787.50+AHw- 19.00000 1197.00 PLANT, PERENNIAL Prairie Dropseed +AHw- +AHw- +AHw- (Sporobulus heterolepis +AHw- +AHw- +AHw- 0065 622-05654 59.000 EACH +AHw- 25.00000 1475.00+AHw- 12.95000 764.05+AHw- 29.00000 1711.00 PLANT, PERENNIAL Purple Coneflower +AHw- +AHw- +AHw- (Echinacea pallida) +AHw- +AHw- +AHw- 0066 704-04850 19.610 SYS +AHw- 720.00000 14119.20+AHw- 150.00000 2941.50+AHw- 155.00000 3039.55 CONCRETE MEDIAN CURB NOSE +AHw- +AHw- +AHw- 0067 707-99085 2.000 EACH +AHw- 3937.00000 7874.00+AHw- 3800.00000 7600.00+AHw- 3625.00000 7250.00 FLAG POLE +AHw- +AHw- +AHw- 0068 712-02298 LUMP +AHw- 200230.00000 200230.00+AHw- 180000.00000 180000.00+AHw- 245000.00000 245000.00 GATEHOUSE , MAIN +AHw- +AHw- +AHw- 0069 712-02298 LUMP +AHw- 69555.00000 69555.00+AHw- 70000.00000 70000.00+AHw- 142000.00000 142000.00 GATEHOUSE , SECONDARY +AHw- +AHw- +AHw- 0070 714-04802 34.600 SYS +AHw- 178.00000 6158.80+AHw- 493.00000 17057.80+AHw- 171.00000 5916.60 CONCRETE MODULAR BLOCK WALL +AHw- +AHw- +AHw- 0071 714-05867 169.000 SFT +AHw- 43.00000 7267.00+AHw- 41.42000 6999.98+AHw- 62.00000 10478.00 WALL , RECYCLED TIMBER +AHw- +AHw- +AHw- 0072 715-05149 182.000 LFT +AHw- 42.00000 7644.00+AHw- 47.00000 8554.00+AHw- 26.00000 4732.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0073 715-07073 569.000 LFT +AHw- 57.00000 32433.00+AHw- 14.00000 7966.00+AHw- 27.00000 15363.00 WATER LINE +AHw- +AHw- +AHw- 0074 715-46000 6.000 EACH +AHw- 570.00000 3420.00+AHw- 1000.00000 6000.00+AHw- 300.00000 1800.00 PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- 0075 715-92037 396.000 LFT +AHw- 21.00000 8316.00+AHw- 20.00000 7920.00+AHw- 21.00000 8316.00 PIPE, PVC, 4 IN. , SDR 35, SANITARY +AHw- +AHw- +AHw- SEWER, TTG +AHw- +AHw- +AHw- 0076 720-04682 1.000 EACH +AHw- 1244.00000 1244.00+AHw- 1500.00000 1500.00+AHw- 1300.00000 1300.00 INLET, K10 +AHw- +AHw- +AHw- 0077 720-45030 1.000 EACH +AHw- 1244.00000 1244.00+AHw- 1500.00000 1500.00+AHw- 1300.00000 1300.00 INLET, E7 +AHw- +AHw- +AHw- 0078 801-06640 10.000 EACH +AHw- 275.00000 2750.00+AHw- 218.00000 2180.00+AHw- 218.00000 2180.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0079 801-06645 1.000 EACH +AHw- 57.00000 57.00+AHw- 89.00000 89.00+AHw- 89.00000 89.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0080 801-06710 280.000 DAY +AHw- 15.00000 4200.00+AHw- 10.00000 2800.00+AHw- 17.00000 4760.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0081 801-06775 LUMP +AHw- 20638.00000 20638.00+AHw- 65000.00000 65000.00+AHw- 95000.00000 95000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,089,054.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28728-A COUNTIES : PORTER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1035122 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1035114 +AHw-GARIUP CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 801-07118 120.000 LFT +AHw- 13.00000 1560.00+AHw- 21.85000 2622.00+AHw- 21.85000 2622.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0083 802-03896 4.000 EACH +AHw- 1036.00000 4144.00+AHw- 1000.00000 4000.00+AHw- 1375.00000 5500.00 BOLLARD +AHw- +AHw- +AHw- 0084 802-76025 86.500 SFT +AHw- 25.00000 2162.50+AHw- 23.50000 2032.75+AHw- 18.00000 1557.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0085 802-76035 44.000 SFT +AHw- 29.00000 1276.00+AHw- 27.80000 1223.20+AHw- 18.00000 792.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0086 805-04973 100.000 LFT +AHw- 70.00000 7000.00+AHw- 6.80000 680.00+AHw- 9.50000 950.00 CONDUIT PVC, 1 1/4 IN. +AHw- +AHw- +AHw- 0087 805-06600 800.000 LFT +AHw- 11.00000 8800.00+AHw- 10.50000 8400.00+AHw- 9.15000 7320.00 CONDUIT, PVC, 3 IN. +AHw- +AHw- +AHw- 0088 805-86843 300.000 LFT +AHw- 6.00000 1800.00+AHw- 5.60000 1680.00+AHw- 2.76000 828.00 WIRE, NO. 4 COPPER, 1C +AHw- +AHw- +AHw- 0090 805-95568 80.000 LFT +AHw- 15.00000 1200.00+AHw- 14.40000 1152.00+AHw- 21.25000 1700.00 CONDUIT, PVC, 4 IN. +AHw- +AHw- +AHw- 0091 805-95888 100.000 LFT +AHw- 6.00000 600.00+AHw- 5.10000 510.00+AHw- 2.07000 207.00 WIRE, NO. 8 COPPER, 1C +AHw- +AHw- +AHw- 0092 805-95889 1650.000 LFT +AHw- 5.00000 8250.00+AHw- 4.80000 7920.00+AHw- 0.94000 1551.00 WIRE, NO. 10 COPPER, 1C +AHw- +AHw- +AHw- 0093 807-02191 2.000 EACH +AHw- 874.00000 1748.00+AHw- 850.00000 1700.00+AHw- 585.00000 1170.00 HANDHOLE, LIGHTING +AHw- +AHw- +AHw- 0094 807-02194 1.000 EACH +AHw- 3392.00000 3392.00+AHw- 3300.00000 3300.00+AHw- 2400.00000 2400.00 SERVICE POINT, II, MODIFIED (S-4) +ACI-MDP+ACI- +AHw- +AHw- +AHw- Concrete Pad +AHw- +AHw- +AHw- 0095 807-02194 1.000 EACH +AHw- 3186.00000 3186.00+AHw- 3100.00000 3100.00+AHw- 4300.00000 4300.00 SERVICE POINT, II, MODIFIED (S-4) +ACI-MDP+ACI- +AHw- +AHw- +AHw- Panel +AHw- +AHw- +AHw- 0096 807-02194 1.000 EACH +AHw- 7399.00000 7399.00+AHw- 7200.10000 7200.10+AHw- 1500.00000 1500.00 SERVICE POINT, II, MODIFIED (S-4) +ACI-MDP+ACI- +AHw- +AHw- +AHw- Stand +AHw- +AHw- +AHw- 0097 807-02194 1.000 EACH +AHw- 3392.00000 3392.00+AHw- 3300.00000 3300.00+AHw- 2400.00000 2400.00 SERVICE POINT, II, MODIFIED S-10 +AHw- +AHw- +AHw- Concrete Pad +AHw- +AHw- +AHw- 0098 807-02194 1.000 EACH +AHw- 3186.00000 3186.00+AHw- 3100.00000 3100.00+AHw- 1350.00000 1350.00 SERVICE POINT, II, MODIFIED S-10 MCB +AHw- +AHw- +AHw- Disconnect +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,089,054.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28728-A COUNTIES : PORTER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1035122 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1035114 +AHw-GARIUP CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 807-02194 1.000 EACH +AHw- 7399.00000 7399.00+AHw- 7200.10000 7200.10+AHw- 1500.00000 1500.00 SERVICE POINT, II, MODIFIED S-10 Stand +AHw- +AHw- +AHw- 0101 807-03972 550.000 LFT +AHw- 7.00000 3850.00+AHw- 6.35000 3492.50+AHw- 3.45000 1897.50 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR +AHw- +AHw- +AHw- ELECTRIC +AHw- +AHw- +AHw- 0102 807-04507 1.000 EACH +AHw- 2261.00000 2261.00+AHw- 2200.00000 2200.00+AHw- 4600.00000 4600.00 TRANSFORMER , LIFT STATION BOOST +AHw- +AHw- +AHw- 0103 807-04651 2100.000 LFT +AHw- 10.00000 21000.00+AHw- 9.60000 20160.00+AHw- 3.61000 7581.00 WIRE NO. 1 COPPER, 1C +AHw- +AHw- +AHw- 0104 807-04651 600.000 LFT +AHw- 14.00000 8400.00+AHw- 13.30000 7980.00+AHw- 8.66000 5196.00 WIRE NO. 3/0 COPPER, 1C +AHw- +AHw- +AHw- 0105 807-04651 900.000 LFT +AHw- 6.00000 5400.00+AHw- 5.35000 4815.00+AHw- 1.88000 1692.00 WIRE NO. 6 COPPER, 1C +AHw- +AHw- +AHw- 0106 807-04654 2.000 EACH +AHw- 1862.00000 3724.00+AHw- 1820.80000 3641.60+AHw- 2650.00000 5300.00 LIGHT POLE TYPE +ACI-A+ACI- FIXTURE +AHw- +AHw- +AHw- 0107 807-04962 4.000 EACH +AHw- 1639.00000 6556.00+AHw- 1594.10000 6376.40+AHw- 1100.00000 4400.00 LIGHT FLAG POLE, TYPE +ACI-B+ACI- FIXTURE +AHw- +AHw- +AHw- 0108 807-05074 1.000 EACH +AHw- 1593.00000 1593.00+AHw- 1550.00000 1550.00+AHw- 850.00000 850.00 DISCONNECT LIFT STATION +AHw- +AHw- +AHw- 0109 807-08214 1050.000 LFT +AHw- 9.00000 9450.00+AHw- 8.20000 8610.00+AHw- 7.67000 8053.50 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR +AHw- +AHw- +AHw- ELECTRIC +AHw- +AHw- +AHw- 0110 807-95078 7.000 EACH +AHw- 2878.00000 20146.00+AHw- 2800.00000 19600.00+AHw- 480.00000 3360.00 TRANSFORMER BASE CONCRETE +AHw- +AHw- +AHw- 0111 807-95078 1.000 EACH +AHw- 4317.00000 4317.00+AHw- 4200.00000 4200.00+AHw- 480.00000 480.00 TRANSFORMER BASE LIFT STATION BOOST +AHw- +AHw- +AHw- TRANSFORMER, CONCRETE +AHw- +AHw- +AHw- 0112 808-02977 11.000 EACH +AHw- 47.00000 517.00+AHw- 54.00000 594.00+AHw- 54.00000 594.00 TRANSVERSE MARKING, THERMOPLASTIC, BIKE +AHw- +AHw- +AHw- SYMBOL +AHw- +AHw- +AHw- 0113 808-04767 220.240 LFT +AHw- 3.00000 660.72+AHw- 2.08000 458.10+AHw- 2.06000 453.69 LINE , THERMOPLASTIC, BROKEN, WHITE, 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0114 808-04767 847.370 LFT +AHw- 2.00000 1694.74+AHw- 1.68000 1423.58+AHw- 1.68000 1423.58 LINE , THERMOPLSTIC, SOLID, BLUE, 4 IN. +AHw- +AHw- +AHw- 0115 808-06703 3454.300 LFT +AHw- 1.00000 3454.30+AHw- 0.46000 1588.98+AHw- 0.46000 1588.98 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0116 808-75043 226.770 LFT +AHw- 2.00000 453.54+AHw- 1.98000 449.00+AHw- 1.98000 449.00 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 240 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,089,054.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28728-A COUNTIES : PORTER LETTING DATE : 06/21/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1035122 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1035114 +AHw-GARIUP CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 808-75245 8784.530 LFT +AHw- 1.00000 8784.53+AHw- 0.33000 2898.89+AHw- 0.33000 2898.89 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0118 808-75266 49.240 LFT +AHw- 4.00000 196.96+AHw- 5.68000 279.68+AHw- 5.68000 279.68 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, WHITE, CROSSHATCH LINE, 18 IN. +AHw- +AHw- +AHw- 0119 808-75284 472.910 LFT +AHw- 4.00000 1891.64+AHw- 1.78000 841.78+AHw- 1.78000 841.78 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 18 IN. +AHw- +AHw- +AHw- 0120 808-97664 11.000 EACH +AHw- 125.00000 1375.00+AHw- 74.00000 814.00+AHw- 74.00000 814.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC +AHw- +AHw- +AHw- HANDICAP SYMBOL +AHw- +AHw- +AHw- 0121 105-08634 LUMP +AHw- 40500.00000 40500.00+AHw- 35000.00000 35000.00+AHw- 500.00000 500.00 ADMINISTRATION OF UTILITY RELOCATION +AHw- +AHw- +AHw- 0122 105-08632 1.000 DOL +AHw- 335546.00000 335546.00+AHw- 335546.00000 335546.00+AHw- 335546.00000 335546.00 ELECTRICAL WORK, NIPSCO +AHw- +AHw- +AHw- 0123 105-08633 1.000 DOL +AHw- 38409.74000 38409.74+AHw- 38409.74000 38409.74+AHw- 38409.74000 38409.74 TELEPHONE SERVICE, VERIZON COMPANY +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,529,200.00+AHw- +ACQ- 2,646,176.33+AHw- +ACQ- 2,782,269.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,529,200.00+AHw- +ACQ- 2,646,176.33+AHw- +ACQ- 2,782,269.34 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 446,701.22 ROUTE : 32 CALL ORDER : 300 CONTRACT ID : RS-28338-A COUNTIES : BOONE LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 450,354.07 100.0000+ACU- 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. +ACQ- 480,000.00 106.5828+ACU- 3 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 498,376.95 110.6634+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1917625 +AHw-RIETH RILEY CONSTRUCTION +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 3000.00000 3000.00+AHw- 3000.00000 3000.00+AHw- 5000.00000 5000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 1.000 EACH +AHw- 100.00000 100.00+AHw- 350.00000 350.00+AHw- 384.40000 384.40 RADIO +AHw- +AHw- +AHw- 0003 105-07038 6.000 MOS +AHw- 1750.00000 10500.00+AHw- 1500.00000 9000.00+AHw- 2196.00000 13176.00 FIELD OFFICE, A +AHw- +AHw- +AHw- 0004 105-08520 1.000 EACH +AHw- 100.00000 100.00+AHw- 350.00000 350.00+AHw- 110.00000 110.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 6.000 MOS +AHw- 90.00000 540.00+AHw- 175.00000 1050.00+AHw- 66.00000 396.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 6.000 MOS +AHw- 50.00000 300.00+AHw- 175.00000 1050.00+AHw- 22.00000 132.00 RADIO SERVICE +AHw- +AHw- +AHw- 0007 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0008 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0009 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0010 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 446,701.22 ROUTE : 32 CALL ORDER : 300 CONTRACT ID : RS-28338-A COUNTIES : BOONE LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1917625 +AHw-RIETH RILEY CONSTRUCTION +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 110-01001 LUMP +AHw- 17950.00000 17950.00+AHw- 35283.13000 35283.13+AHw- 24800.00000 24800.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 202-02279 297.300 LFT +AHw- 14.65000 4355.45+AHw- 15.00000 4459.50+AHw- 22.00000 6540.60 CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0013 202-52710 179.300 SYS +AHw- 24.40000 4374.92+AHw- 25.00000 4482.50+AHw- 30.00000 5379.00 SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0014 202-78515 LUMP +AHw- 3700.00000 3700.00+AHw- 500.00000 500.00+AHw- 4300.00000 4300.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0015 303-07449 40.000 TON +AHw- 95.00000 3800.00+AHw- 45.00000 1800.00+AHw- 100.00000 4000.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0016 304-07490 218.000 TON +AHw- 105.00000 22890.00+AHw- 150.00000 32700.00+AHw- 125.00000 27250.00 HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0017 306-08043 142.500 SYS +AHw- 9.50000 1353.75+AHw- 16.00000 2280.00+AHw- 0.90000 128.25 MILLING, TRANSITION +AHw- +AHw- +AHw- 0018 306-08432 1560.000 SYS +AHw- 8.00000 12480.00+AHw- 6.75000 10530.00+AHw- 7.50000 11700.00 MILLING, APPROACH +AHw- +AHw- +AHw- 0019 306-08563 27267.000 SYS +AHw- 1.00000 27267.00+AHw- 1.05000 28630.35+AHw- 0.90000 24540.30 MILLING ASPHALT, 1 1/4 IN. +AHw- +AHw- +AHw- 0020 401-07333 2249.500 TON +AHw- 68.85000 154878.08+AHw- 65.00000 146217.50+AHw- 77.00000 173211.50 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0021 406-05520 7.000 TON +AHw- 325.00000 2275.00+AHw- 200.00000 1400.00+AHw- 355.00000 2485.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0022 604-07894 53.000 SYS +AHw- 105.00000 5565.00+AHw- 112.00000 5936.00+AHw- 118.00000 6254.00 CURB RAMP, CONCRETE, A +AHw- +AHw- +AHw- 0023 604-07896 126.300 SYS +AHw- 95.00000 11998.50+AHw- 127.00000 16040.10+AHw- 126.00000 15913.80 CURB RAMP, CONCRETE, B +AHw- +AHw- +AHw- 0024 605-06140 297.300 LFT +AHw- 45.00000 13378.50+AHw- 26.00000 7729.80+AHw- 31.00000 9216.30 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0025 610-07487 128.700 TON +AHw- 100.00000 12870.00+AHw- 120.00000 15444.00+AHw- 156.00000 20077.20 HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0026 615-06527 1.000 EACH +AHw- 525.00000 525.00+AHw- 385.00000 385.00+AHw- 850.00000 850.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0027 720-44000 3.000 EACH +AHw- 400.00000 1200.00+AHw- 500.00000 1500.00+AHw- 400.00000 1200.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0028 801-03290 5.000 EACH +AHw- 115.00000 575.00+AHw- 75.00000 375.00+AHw- 90.00000 450.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0029 801-06203 1231.000 LFT +AHw- 0.27000 332.37+AHw- 0.25000 307.75+AHw- 1.00000 1231.00 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0030 801-06207 1231.000 LFT +AHw- 1.30000 1600.30+AHw- 1.15000 1415.65+AHw- 1.37000 1686.47 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 446,701.22 ROUTE : 32 CALL ORDER : 300 CONTRACT ID : RS-28338-A COUNTIES : BOONE LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1917625 +AHw-RIETH RILEY CONSTRUCTION +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 801-06577 147.000 LFT +AHw- 2.00000 294.00+AHw- 6.10000 896.70+AHw- 11.73000 1724.31 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0032 801-06640 34.000 EACH +AHw- 92.00000 3128.00+AHw- 98.00000 3332.00+AHw- 110.00000 3740.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0033 801-06710 20.000 DAY +AHw- 22.00000 440.00+AHw- 100.00000 2000.00+AHw- 26.00000 520.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0034 801-06775 LUMP +AHw- 14000.00000 14000.00+AHw- 35000.00000 35000.00+AHw- 20400.00000 20400.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0035 801-07612 147.000 LFT +AHw- 10.00000 1470.00+AHw- 6.59000 968.73+AHw- 3.06000 449.82 TEMPORARY PAVEMENT MARKING, 24 IN. +AHw- +AHw- +AHw- 0036 802-76035 21.000 SFT +AHw- 11.00000 231.00+AHw- 42.00000 882.00+AHw- 11.00000 231.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0037 805-01479 4.000 EACH +AHw- 850.00000 3400.00+AHw- 490.00000 1960.00+AHw- 827.00000 3308.00 CONTROLLER CABINET FOUNDATION, P1, +AHw- +AHw- +AHw- MODIFIED +AHw- +AHw- +AHw- 0038 805-01842 6.000 EACH +AHw- 575.00000 3450.00+AHw- 820.00000 4920.00+AHw- 552.00000 3312.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0039 805-01843 1.000 EACH +AHw- 110.00000 110.00+AHw- 230.00000 230.00+AHw- 106.00000 106.00 SIGNAL HANDHOLE ADJUST TO GRADE +AHw- +AHw- +AHw- 0040 805-02032 4.000 EACH +AHw- 215.00000 860.00+AHw- 185.00000 740.00+AHw- 210.00000 840.00 PEDESTRIAN SIGNAL HEAD, 12 IN., RELOCAT +AHw- +AHw- +AHw- 0041 805-02202 3.000 EACH +AHw- 650.00000 1950.00+AHw- 900.00000 2700.00+AHw- 623.00000 1869.00 SIGNAL DETECTOR HOUSING, DOUBLE +AHw- +AHw- +AHw- 0042 805-02266 64.000 EACH +AHw- 150.00000 9600.00+AHw- 110.00000 7040.00+AHw- 143.00000 9152.00 LENS REPLACEMENT, TRAFFIC SIGNAL, 12 IN +AHw- +AHw- +AHw- 0043 805-06592 310.000 LFT +AHw- 15.00000 4650.00+AHw- 17.25000 5347.50+AHw- 15.00000 4650.00 CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0045 805-78109 4.000 EACH +AHw- 7500.00000 30000.00+AHw- 7135.00000 28540.00+AHw- 7150.00000 28600.00 CONTROLLER AND CABINET, SECONDARY, MENU +AHw- +AHw- +AHw- DRIVEN, 8 PHASE +AHw- +AHw- +AHw- 0046 805-78230 2.000 EACH +AHw- 1075.00000 2150.00+AHw- 900.00000 1800.00+AHw- 1041.00000 2082.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0047 805-78370 20.000 EACH +AHw- 475.00000 9500.00+AHw- 250.00000 5000.00+AHw- 451.00000 9020.00 PEDESTRIAN PUSH BUTTON , WITH SIGN +AHw- +AHw- +AHw- 0048 805-78445 1.000 EACH +AHw- 675.00000 675.00+AHw- 635.00000 635.00+AHw- 659.00000 659.00 SIGNAL SERVICE , METERED, SR 39 +ACY- +AHw- +AHw- +AHw- WASHINGTON ST +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 446,701.22 ROUTE : 32 CALL ORDER : 300 CONTRACT ID : RS-28338-A COUNTIES : BOONE LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1917625 +AHw-RIETH RILEY CONSTRUCTION +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 805-78467 185.000 LFT +AHw- 2.25000 416.25+AHw- 2.17000 401.45+AHw- 2.05000 379.25 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0050 805-78470 6850.000 LFT +AHw- 0.25000 1712.50+AHw- 0.15000 1027.50+AHw- 0.26000 1781.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0051 805-78480 1690.000 LFT +AHw- 0.80000 1352.00+AHw- 1.65000 2788.50+AHw- 0.71000 1199.90 SIGNAL CABLE, 3C 14GA. +AHw- +AHw- +AHw- 0053 805-78510 1180.000 LFT +AHw- 0.95000 1121.00+AHw- 1.60000 1888.00+AHw- 0.90000 1062.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0054 805-78785 7.000 EACH +AHw- 550.00000 3850.00+AHw- 580.00000 4060.00+AHw- 521.00000 3647.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0055 805-78795 2180.000 LFT +AHw- 9.50000 20710.00+AHw- 8.70000 18966.00+AHw- 9.40000 20492.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0056 805-92504 7.000 EACH +AHw- 310.00000 2170.00+AHw- 275.00000 1925.00+AHw- 291.00000 2037.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0057 808-05866 25.200 SYS +AHw- 23.00000 579.60+AHw- 7.50000 189.00+AHw- 8.00000 201.60 PAVEMENT MESSAGE MARKING, REMOVE +AHw- +AHw- +AHw- 0058 808-06368 530.000 LFT +AHw- 1.00000 530.00+AHw- 1.40000 742.00+AHw- 1.50000 795.00 TRANSVERSE MARKING, REMOVE +AHw- +AHw- +AHw- 0059 808-06703 3090.000 LFT +AHw- 0.40000 1236.00+AHw- 0.42000 1297.80+AHw- 0.50000 1545.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0060 808-06716 3095.000 LFT +AHw- 0.35000 1083.25+AHw- 0.30000 928.50+AHw- 0.35000 1083.25 LINE, REMOVE +AHw- +AHw- +AHw- 0061 808-75240 894.000 LFT +AHw- 0.40000 357.60+AHw- 0.42000 375.48+AHw- 0.50000 447.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0062 808-75245 11114.000 LFT +AHw- 0.40000 4445.60+AHw- 0.44000 4890.16+AHw- 0.50000 5557.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0063 808-75297 494.000 LFT +AHw- 3.50000 1729.00+AHw- 3.80000 1877.20+AHw- 4.00000 1976.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0064 808-75300 696.000 LFT +AHw- 0.90000 626.40+AHw- 0.95000 661.20+AHw- 1.00000 696.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0065 808-75320 10.000 EACH +AHw- 75.00000 750.00+AHw- 66.00000 660.00+AHw- 68.00000 680.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0066 808-75325 10.000 EACH +AHw- 95.00000 950.00+AHw- 94.00000 940.00+AHw- 96.00000 960.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/06 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 446,701.22 ROUTE : 32 CALL ORDER : 300 CONTRACT ID : RS-28338-A COUNTIES : BOONE LETTING DATE : 06/21/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1917625 +AHw-RIETH RILEY CONSTRUCTION +AHw-CALUMET ASPHALT PAVING CO. I +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 808-75996 31.000 EACH +AHw- 14.00000 434.00+AHw- 15.00000 465.00+AHw- 54.00000 1674.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0068 808-75998 31.000 EACH +AHw- 80.00000 2480.00+AHw- 55.00000 1705.00+AHw- 35.00000 1085.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 450,354.07+AHw- +ACQ- 480,000.00+AHw- +ACQ- 498,376.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 450,354.07+AHw- +ACQ- 480,000.00+AHw- +ACQ- 498,376.95 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-