INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 110 -1 VENDOR RANKING CALL ORDER : 110 CONTRACT ID : IR-29402-A COUNTIES : MARION LETTING DATE : 10/03/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/26/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710016 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING +ACQ- 52,346.44 100.0000+ACU- 2 35-2103617 BRYAN+AGA-S HAULING +ACY- EXCAVATING +ACQ- 72,876.32 139.2192+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 110 -2 TABULATION OF BIDS ROUTE : 465 CALL ORDER : 110 CONTRACT ID : IR-29402-A COUNTIES : MARION LETTING DATE : 10/03/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : 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+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -1 VENDOR RANKING CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/25/08 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400327 0710611 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 99-9996015 E +ACY- B PAVING/GRADEX J/V +ACQ- 7,259,883.31 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 7,289,300.00 100.4052+ACU- 3 35-1875662 CRIDER +ACY- CRIDER, INC. +ACQ- 7,523,539.69 103.6317+ACU- 4 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 7,563,000.00 104.1752+ACU- 5 35-1128289 BEATY CONSTRUCTION INC +ACQ- 7,739,337.45 106.6042+ACU- 6 35-1357381 DAVE O+AGA-MARA CONTRACTOR +ACQ- 7,895,489.00 108.7550+ACU- 7 35-1461789 POINDEXTER EXCAVATING +ACQ- 7,922,562.83 109.1280+ACU- 8 35-1151771 CALUMET ASPHALT PAVING CO. INC +ACQ- 8,430,305.41 116.1218+ACU- 9 31-1323837 SUNESIS CONSTRUCTION COMPANY +ACQ- 8,501,672.49 117.1048+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -2 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 99-9996015 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-E +ACY- B PAVING/GRADEX J/V +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, 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 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 138220.00000 138220.00+AHw- 100000.00000 100000.00+AHw- 160000.00000 160000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 17.000 MOS +AHw- 1990.00000 33830.00+AHw- 2250.00000 38250.00+AHw- 1750.00000 29750.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-09198 17.000 MOS +AHw- 200.00000 3400.00+AHw- 250.00000 4250.00+AHw- 275.00000 4675.00 LAPTOP COMPUTER SYSTEM +AHw- +AHw- +AHw- 0004 105-09199 17.000 MOS +AHw- 80.00000 1360.00+AHw- 100.00000 1700.00+AHw- 60.00000 1020.00 FIELD OFFICE INTERNET SERVICE +AHw- +AHw- +AHw- 0005 109-08359 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 LIQUIDATED DAMAGES +AHw- +AHw- +AHw- 0006 109-08360 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CONTRACT LIENS +AHw- +AHw- +AHw- 0007 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- 0008 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- 0009 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- 0010 109-08463 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 347000.00000 347000.00+AHw- 245894.27000 245894.27+AHw- 380000.00000 380000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 201-52370 LUMP +AHw- 105000.00000 105000.00+AHw- 105000.00000 105000.00+AHw- 152000.00000 152000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0013 202-96133 1293.000 LFT +AHw- 20.00000 25860.00+AHw- 17.00000 21981.00+AHw- 10.00000 12930.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0014 203-02000 49999.500 CYS +AHw- 10.80000 539994.60+AHw- 12.00000 599994.00+AHw- 17.50000 874991.25 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0015 205-06933 40.000 EACH +AHw- 100.00000 4000.00+AHw- 98.00000 3920.00+AHw- 98.00000 3920.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 9761.800 LFT +AHw- 1.50000 14642.70+AHw- 1.23000 12007.01+AHw- 1.23000 12007.01 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 206-04301 2809.000 SFT +AHw- 24.24000 68090.16+AHw- 33.24000 93371.16+AHw- 27.50000 77247.50 SHEET PILING, STEEL, S+AD0-18.1 +AHw- +AHw- +AHw- 0018 207-08263 65558.500 SYS +AHw- 3.75000 245844.38+AHw- 3.25000 213065.13+AHw- 4.00000 262234.00 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -3 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 99-9996015 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-E +ACY- B PAVING/GRADEX J/V +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 2747.700 SYS +AHw- 7.60000 20882.52+AHw- 12.00000 32972.40+AHw- 6.00000 16486.20 SUBGRADE TREATMENT, TYPE IIIA +AHw- +AHw- +AHw- 0020 211-02050 102.000 CYS +AHw- 25.00000 2550.00+AHw- 30.00000 3060.00+AHw- 17.15000 1749.30 B BORROW +AHw- +AHw- +AHw- 0021 211-07454 23221.800 CYS +AHw- 17.00000 394770.60+AHw- 16.50000 383159.70+AHw- 18.00000 417992.40 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0022 301-07448 4027.100 TON +AHw- 14.50000 58392.95+AHw- 19.00000 76514.90+AHw- 20.00000 80542.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0023 303-07449 241.200 TON +AHw- 26.00000 6271.20+AHw- 23.00000 5547.60+AHw- 20.00000 4824.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0024 304-07493 4897.000 TON +AHw- 63.00000 308511.00+AHw- 52.00000 254644.00+AHw- 46.00000 225262.00 WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0025 401-07327 4739.000 TON +AHw- 51.00000 241689.00+AHw- 54.00000 255906.00+AHw- 53.00000 251167.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0026 401-07397 7898.000 TON +AHw- 42.00000 331716.00+AHw- 43.00000 339614.00+AHw- 45.00000 355410.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0027 401-07407 12637.000 TON +AHw- 39.00000 492843.00+AHw- 38.00000 480206.00+AHw- 40.00000 505480.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0028 401-07423 9829.000 TON +AHw- 38.00000 373502.00+AHw- 40.00000 393160.00+AHw- 42.00000 412818.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0029 401-08333 8411.000 TON +AHw- 44.00000 370084.00+AHw- 47.00000 395317.00+AHw- 50.00000 420550.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0030 402-07432 651.000 TON +AHw- 64.00000 41664.00+AHw- 58.00000 37758.00+AHw- 63.00000 41013.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0031 402-07435 1085.000 TON +AHw- 48.00000 52080.00+AHw- 45.00000 48825.00+AHw- 46.00000 49910.00 HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0032 406-05520 68.100 TON +AHw- 322.00000 21928.20+AHw- 310.00000 21111.00+AHw- 290.00000 19749.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0033 604-06070 4192.300 SYS +AHw- 33.50000 140442.05+AHw- 27.00000 113192.10+AHw- 28.00000 117384.40 SIDEWALK, CONCRETE +AHw- +AHw- +AHw- 0034 604-07897 5.300 SYS +AHw- 250.00000 1325.00+AHw- 115.00000 609.50+AHw- 125.00000 662.50 CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0035 604-07901 145.000 SYS +AHw- 175.00000 25375.00+AHw- 115.00000 16675.00+AHw- 115.00000 16675.00 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0036 605-06140 16113.200 LFT +AHw- 12.50000 201415.00+AHw- 10.50000 169188.60+AHw- 12.50000 201415.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0037 605-06255 350.200 SYS +AHw- 60.00000 21012.00+AHw- 78.00000 27315.60+AHw- 68.00000 23813.60 CENTER CURB, D, CONCRETE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -4 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 99-9996015 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-E +ACY- B PAVING/GRADEX J/V +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 610-07486 259.000 TON +AHw- 100.00000 25900.00+AHw- 90.00000 23310.00+AHw- 87.00000 22533.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0039 610-08446 928.400 SYS +AHw- 44.00000 40849.60+AHw- 42.00000 38992.80+AHw- 38.00000 35279.20 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0040 610-09108 1819.300 SYS +AHw- 50.00000 90965.00+AHw- 48.00000 87326.40+AHw- 55.00000 100061.50 PCCP FOR APPROACHES, 9 IN. +AHw- +AHw- +AHw- 0041 611-06497 12.000 EACH +AHw- 125.00000 1500.00+AHw- 125.00000 1500.00+AHw- 125.00000 1500.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0042 615-06490 33.000 EACH +AHw- 135.00000 4455.00+AHw- 135.00000 4455.00+AHw- 135.00000 4455.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0043 615-06505 17.000 EACH +AHw- 450.00000 7650.00+AHw- 450.00000 7650.00+AHw- 450.00000 7650.00 MONUMENT, B +AHw- +AHw- +AHw- 0044 615-06527 2.000 EACH +AHw- 350.00000 700.00+AHw- 350.00000 700.00+AHw- 350.00000 700.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0045 621-01004 2.000 EACH +AHw- 120.00000 240.00+AHw- 115.00000 230.00+AHw- 115.00000 230.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0046 621-06567 100.900 kGAL +AHw- 2.10000 211.89+AHw- 2.00000 201.80+AHw- 2.00000 201.80 WATER +AHw- +AHw- +AHw- 0047 621-06570 2818.500 CYS +AHw- 9.75000 27480.38+AHw- 30.00000 84555.00+AHw- 1.00000 2818.50 TOP SOIL +AHw- +AHw- +AHw- 0048 621-06575 25391.900 SYS +AHw- 3.25000 82523.68+AHw- 5.00000 126959.50+AHw- 2.42000 61448.40 SODDING, NURSERY +AHw- +AHw- +AHw- 0049 715-02628 22.000 EACH +AHw- 650.00000 14300.00+AHw- 400.00000 8800.00+AHw- 600.00000 13200.00 SAFETY METAL END SECTION, 6:1, 15 IN. +AHw- +AHw- +AHw- 0050 715-05019 41.000 LFT +AHw- 85.00000 3485.00+AHw- 100.00000 4100.00+AHw- 52.00000 2132.00 PIPE, TYPE 1, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0051 715-05024 1447.600 LFT +AHw- 66.00000 95541.60+AHw- 63.00000 91198.80+AHw- 55.00000 79618.00 PIPE, TYPE 2, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0052 715-05048 15912.100 LFT +AHw- 4.25000 67626.43+AHw- 2.80000 44553.88+AHw- 3.50000 55692.35 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0055 715-05149 6581.100 LFT +AHw- 27.00000 177689.70+AHw- 25.00000 164527.50+AHw- 22.00000 144784.20 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0056 715-05151 712.300 LFT +AHw- 31.00000 22081.30+AHw- 30.00000 21369.00+AHw- 26.00000 18519.80 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0057 715-05152 3051.500 LFT +AHw- 33.00000 100699.50+AHw- 35.00000 106802.50+AHw- 28.00000 85442.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0058 715-05153 1340.100 LFT +AHw- 40.00000 53604.00+AHw- 40.00000 53604.00+AHw- 32.00000 42883.20 PIPE, TYPE 2, CIRCULAR, 21 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -5 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 99-9996015 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-E +ACY- B PAVING/GRADEX J/V +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-05154 2226.000 LFT +AHw- 46.00000 102396.00+AHw- 45.00000 100170.00+AHw- 36.00000 80136.00 PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0060 715-05155 9.500 LFT +AHw- 120.00000 1140.00+AHw- 90.00000 855.00+AHw- 42.00000 399.00 PIPE, TYPE 2, CIRCULAR, 27 IN. +AHw- +AHw- +AHw- 0061 715-05156 3469.700 LFT +AHw- 56.00000 194303.20+AHw- 60.00000 208182.00+AHw- 43.00000 149197.10 PIPE, TYPE 2, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0062 715-05159 985.800 LFT +AHw- 77.00000 75906.60+AHw- 83.00000 81821.40+AHw- 65.00000 64077.00 PIPE, TYPE 2, CIRCULAR, 42 IN. +AHw- +AHw- +AHw- 0063 715-05168 61.500 LFT +AHw- 45.00000 2767.50+AHw- 20.00000 1230.00+AHw- 22.00000 1353.00 PIPE, TYPE 3, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0064 715-05169 405.000 LFT +AHw- 31.00000 12555.00+AHw- 25.00000 10125.00+AHw- 26.00000 10530.00 PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0065 715-05203 647.000 LFT +AHw- 10.00000 6470.00+AHw- 3.00000 1941.00+AHw- 7.00000 4529.00 PIPE, TYPE 4, CIRCULAR, 4 IN. +AHw- +AHw- +AHw- 0066 715-05408 1028.000 LFT +AHw- 50.00000 51400.00+AHw- 54.00000 55512.00+AHw- 32.00000 32896.00 PIPE, SANITARY SEWER, 8 IN. +AHw- +AHw- +AHw- 0067 715-05409 221.000 LFT +AHw- 60.00000 13260.00+AHw- 115.00000 25415.00+AHw- 75.00000 16575.00 PIPE, SANITARY SEWER, 10 IN. +AHw- +AHw- +AHw- 0068 715-05413 113.000 LFT +AHw- 94.00000 10622.00+AHw- 200.00000 22600.00+AHw- 100.00000 11300.00 PIPE, SANITARY SEWER, 18 IN. +AHw- +AHw- +AHw- 0069 715-05711 111.000 LFT +AHw- 40.00000 4440.00+AHw- 58.00000 6438.00+AHw- 95.00000 10545.00 PIPE, SANITARY SEWER, 6 IN. +AHw- +AHw- +AHw- 0070 715-08283 89.300 SYS +AHw- 91.00000 8126.30+AHw- 110.00000 9823.00+AHw- 70.00000 6251.00 PCCP FOR STRUCTURE INSTALLATION +AHw- +AHw- +AHw- 0071 715-08305 19.700 TON +AHw- 300.00000 5910.00+AHw- 90.00000 1773.00+AHw- 125.00000 2462.50 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0072 715-46000 2.000 EACH +AHw- 550.00000 1100.00+AHw- 500.00000 1000.00+AHw- 350.00000 700.00 PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- 0073 715-46005 6.000 EACH +AHw- 600.00000 3600.00+AHw- 530.00000 3180.00+AHw- 600.00000 3600.00 PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0074 715-46040 2.000 EACH +AHw- 1500.00000 3000.00+AHw- 1100.00000 2200.00+AHw- 1000.00000 2000.00 PIPE END SECTION, 36 IN. +AHw- +AHw- +AHw- 0075 718-06532 3000.000 LFT +AHw- 1.00000 3000.00+AHw- 1.10000 3300.00+AHw- 0.75000 2250.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0076 718-52610 1260.500 CYS +AHw- 30.00000 37815.00+AHw- 34.15000 43046.08+AHw- 35.00000 44117.50 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0077 718-99153 15894.100 SYS +AHw- 1.00000 15894.10+AHw- 1.70000 27019.97+AHw- 0.80000 12715.28 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0078 720-03194 4.000 EACH +AHw- 2500.00000 10000.00+AHw- 3000.00000 12000.00+AHw- 3500.00000 14000.00 MANHOLE , SANITARY +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -6 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 99-9996015 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-E +ACY- B PAVING/GRADEX J/V +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 720-08559 2.000 EACH +AHw- 135000.00000 270000.00+AHw- 145000.00000 290000.00+AHw- 100000.00000 200000.00 BEST MANAGEMENT PRACITICES , LARGE +AHw- +AHw- +AHw- 0080 720-08559 1.000 EACH +AHw- 126000.00000 126000.00+AHw- 140000.00000 140000.00+AHw- 90000.00000 90000.00 BEST MANAGEMENT PRACITICES , SMALL +AHw- +AHw- +AHw- 0081 720-44000 3.000 EACH +AHw- 700.00000 2100.00+AHw- 500.00000 1500.00+AHw- 400.00000 1200.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0082 720-45045 75.000 EACH +AHw- 1300.00000 97500.00+AHw- 1900.00000 142500.00+AHw- 1800.00000 135000.00 INLET, J10 +AHw- +AHw- +AHw- 0083 720-45235 11.000 EACH +AHw- 1400.00000 15400.00+AHw- 1775.00000 19525.00+AHw- 2000.00000 22000.00 CATCH BASIN, E7 +AHw- +AHw- +AHw- 0084 720-45250 34.000 EACH +AHw- 1400.00000 47600.00+AHw- 1975.00000 67150.00+AHw- 3300.00000 112200.00 CATCH BASIN, K10 +AHw- +AHw- +AHw- 0085 720-45275 2.000 EACH +AHw- 1100.00000 2200.00+AHw- 1575.00000 3150.00+AHw- 800.00000 1600.00 PIPE CATCH BASIN, 24 IN. +AHw- +AHw- +AHw- 0086 720-45410 26.000 EACH +AHw- 2100.00000 54600.00+AHw- 2800.00000 72800.00+AHw- 2400.00000 62400.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0087 720-45415 22.000 EACH +AHw- 4100.00000 90200.00+AHw- 4300.00000 94600.00+AHw- 3200.00000 70400.00 MANHOLE, D4 +AHw- +AHw- +AHw- 0088 720-90984 13.000 EACH +AHw- 2200.00000 28600.00+AHw- 2900.00000 37700.00+AHw- 2500.00000 32500.00 MANHOLE, C2 +AHw- +AHw- +AHw- 0089 720-92025 10.000 EACH +AHw- 4100.00000 41000.00+AHw- 4400.00000 44000.00+AHw- 3300.00000 33000.00 MANHOLE, D2 +AHw- +AHw- +AHw- 0090 720-98555 12.000 EACH +AHw- 2100.00000 25200.00+AHw- 2500.00000 30000.00+AHw- 2200.00000 26400.00 INLET, C15 +AHw- +AHw- +AHw- 0091 728-98377 LUMP +AHw- 2640.00000 2640.00+AHw- 2640.00000 2640.00+AHw- 2640.00000 2640.00 MASONRY COATING +AHw- +AHw- +AHw- 0092 731-03133 1032.500 SFT +AHw- 45.00000 46462.50+AHw- 45.00000 46462.50+AHw- 27.50000 28393.75 CONCRETE FACING +AHw- +AHw- +AHw- 0093 731-08252 665.000 LFT +AHw- 36.77000 24452.05+AHw- 13.00000 8645.00+AHw- 12.50000 8312.50 LEVELING PAD +AHw- +AHw- +AHw- 0094 732-08419 295.000 SYS +AHw- 95.00000 28025.00+AHw- 61.00000 17995.00+AHw- 70.00000 20650.00 MODULAR BLOCK WALL +AHw- +AHw- +AHw- 0095 732-08420 86.000 SYS +AHw- 105.00000 9030.00+AHw- 65.00000 5590.00+AHw- 80.00000 6880.00 MODULAR BLOCK WALL WITH GROUND +AHw- +AHw- +AHw- REINFORCEMENT +AHw- +AHw- +AHw- 0096 732-08421 381.000 SYS +AHw- 165.97000 63234.57+AHw- 115.00000 43815.00+AHw- 125.00000 47625.00 MODULAR BLOCK WALL ERECTION +AHw- +AHw- +AHw- 0097 801-03290 4.000 EACH +AHw- 449.00000 1796.00+AHw- 449.00000 1796.00+AHw- 449.00000 1796.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -7 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 99-9996015 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-E +ACY- B PAVING/GRADEX J/V +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 801-06203 47819.000 LFT +AHw- 0.10000 4781.90+AHw- 0.10000 4781.90+AHw- 0.10000 4781.90 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0099 801-06207 24095.300 LFT +AHw- 0.62000 14939.09+AHw- 0.62000 14939.09+AHw- 0.62000 14939.09 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0100 801-06211 2.000 EACH +AHw- 85.00000 170.00+AHw- 85.00000 170.00+AHw- 85.00000 170.00 TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- REMOVABLE, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0101 801-06212 2.000 EACH +AHw- 105.00000 210.00+AHw- 105.00000 210.00+AHw- 105.00000 210.00 TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- REMOVABLE, WORD (ONLY) +AHw- +AHw- +AHw- 0102 801-06216 26.000 LFT +AHw- 6.00000 156.00+AHw- 6.00000 156.00+AHw- 6.00000 156.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0103 801-06218 44.000 LFT +AHw- 6.00000 264.00+AHw- 6.00000 264.00+AHw- 6.00000 264.00 TEMPORARY TRANSVERSE PAVMENT MARKING, +AHw- +AHw- +AHw- REMOVABLE, 24 IN. +AHw- +AHw- +AHw- 0104 801-06640 30.000 EACH +AHw- 140.00000 4200.00+AHw- 140.00000 4200.00+AHw- 140.00000 4200.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0105 801-06775 LUMP +AHw- 130000.00000 130000.00+AHw- 100000.00000 100000.00+AHw- 200000.00000 200000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0106 801-07119 48.000 LFT +AHw- 34.00000 1632.00+AHw- 34.00000 1632.00+AHw- 34.00000 1632.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0107 801-08401 1140.000 LFT +AHw- 17.00000 19380.00+AHw- 16.00000 18240.00+AHw- 20.00000 22800.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0108 802-05701 388.000 LFT +AHw- 6.00000 2328.00+AHw- 11.00000 4268.00+AHw- 6.00000 2328.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0109 802-76025 206.900 SFT +AHw- 14.50000 3000.05+AHw- 20.00000 4138.00+AHw- 14.50000 3000.05 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0110 805-01815 4.000 EACH +AHw- 1850.00000 7400.00+AHw- 2600.00000 10400.00+AHw- 1850.00000 7400.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0111 805-01842 12.000 EACH +AHw- 850.00000 10200.00+AHw- 750.00000 9000.00+AHw- 850.00000 10200.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0112 805-06592 1709.300 LFT +AHw- 16.00000 27348.80+AHw- 14.00000 23930.20+AHw- 16.00000 27348.80 CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0113 805-78746 496.200 LFT +AHw- 7.50000 3721.50+AHw- 8.00000 3969.60+AHw- 7.50000 3721.50 PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -8 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 99-9996015 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-E +ACY- B PAVING/GRADEX J/V +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 805-78785 9.000 EACH +AHw- 550.00000 4950.00+AHw- 600.00000 5400.00+AHw- 550.00000 4950.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0115 805-78925 1.000 EACH +AHw- 550.00000 550.00+AHw- 600.00000 600.00+AHw- 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0116 808-05929 693.200 LFT +AHw- 1.29000 894.23+AHw- 1.29000 894.23+AHw- 1.29000 894.23 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 8 IN. +AHw- +AHw- +AHw- 0117 808-06701 3869.000 LFT +AHw- 0.28000 1083.32+AHw- 0.28000 1083.32+AHw- 0.28000 1083.32 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0118 808-06703 1080.000 LFT +AHw- 0.28000 302.40+AHw- 0.28000 302.40+AHw- 0.28000 302.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0119 808-75240 3465.000 LFT +AHw- 0.28000 970.20+AHw- 0.28000 970.20+AHw- 0.28000 970.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0120 808-75245 15447.000 LFT +AHw- 0.28000 4325.16+AHw- 0.28000 4325.16+AHw- 0.28000 4325.16 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0121 808-75297 202.000 LFT +AHw- 3.65000 737.30+AHw- 3.65000 737.30+AHw- 3.65000 737.30 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0122 808-75320 42.000 EACH +AHw- 73.00000 3066.00+AHw- 73.00000 3066.00+AHw- 73.00000 3066.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0123 808-75325 42.000 EACH +AHw- 93.00000 3906.00+AHw- 93.00000 3906.00+AHw- 93.00000 3906.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0124 808-75998 575.000 EACH +AHw- 13.50000 7762.50+AHw- 13.50000 7762.50+AHw- 13.50000 7762.50 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0125 720-45075 1.000 EACH +AHw- 2600.00000 2600.00+AHw- 2150.00000 2150.00+AHw- 2000.00000 2000.00 INLET, R13 +AHw- +AHw- +AHw- 0126 202-02240 350.200 SYS +AHw- 23.00000 8054.60+AHw- 15.00000 5253.00+AHw- 12.50000 4377.50 PAVEMENT REMOVAL +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 7,259,883.31+AHw- +ACQ- 7,289,300.00+AHw- +ACQ- 7,523,539.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 7,259,883.31+AHw- +ACQ- 7,289,300.00+AHw- +ACQ- 7,523,539.69 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -9 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1128289 +AHw-( 6 ) 35-1357381 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-BEATY CONSTRUCTION INC +AHw-DAVE O+AGA-MARA CONTRACTOR 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 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 75000.00000 75000.00+AHw- 65000.00000 65000.00+AHw- 65000.00000 65000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 17.000 MOS +AHw- 2500.00000 42500.00+AHw- 1500.00000 25500.00+AHw- 1750.00000 29750.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-09198 17.000 MOS +AHw- 300.00000 5100.00+AHw- 200.00000 3400.00+AHw- 120.00000 2040.00 LAPTOP COMPUTER SYSTEM +AHw- +AHw- +AHw- 0004 105-09199 17.000 MOS +AHw- 80.00000 1360.00+AHw- 125.00000 2125.00+AHw- 50.00000 850.00 FIELD OFFICE INTERNET SERVICE +AHw- +AHw- +AHw- 0005 109-08359 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 LIQUIDATED DAMAGES +AHw- +AHw- +AHw- 0006 109-08360 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CONTRACT LIENS +AHw- +AHw- +AHw- 0007 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- 0008 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- 0009 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- 0010 109-08463 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 353356.84000 353356.84+AHw- 386965.00000 386965.00+AHw- 394000.00000 394000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 201-52370 LUMP +AHw- 80000.00000 80000.00+AHw- 116090.00000 116090.00+AHw- 117000.00000 117000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0013 202-96133 1293.000 LFT +AHw- 10.00000 12930.00+AHw- 15.00000 19395.00+AHw- 27.00000 34911.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0014 203-02000 49999.500 CYS +AHw- 15.00000 749992.50+AHw- 6.85000 342496.58+AHw- 18.00000 899991.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0015 205-06933 40.000 EACH +AHw- 98.00000 3920.00+AHw- 105.00000 4200.00+AHw- 100.00000 4000.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 9761.800 LFT +AHw- 1.25000 12202.25+AHw- 1.35000 13178.43+AHw- 1.35000 13178.43 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 206-04301 2809.000 SFT +AHw- 40.00000 112360.00+AHw- 51.75000 145365.75+AHw- 30.00000 84270.00 SHEET PILING, STEEL, S+AD0-18.1 +AHw- +AHw- +AHw- 0018 207-08263 65558.500 SYS +AHw- 4.00000 262234.00+AHw- 4.05000 265511.93+AHw- 3.60000 236010.60 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -10 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1128289 +AHw-( 6 ) 35-1357381 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-BEATY CONSTRUCTION INC +AHw-DAVE O+AGA-MARA CONTRACTOR LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 2747.700 SYS +AHw- 13.00000 35720.10+AHw- 8.50000 23355.45+AHw- 10.00000 27477.00 SUBGRADE TREATMENT, TYPE IIIA +AHw- +AHw- +AHw- 0020 211-02050 102.000 CYS +AHw- 13.00000 1326.00+AHw- 27.75000 2830.50+AHw- 35.00000 3570.00 B BORROW +AHw- +AHw- +AHw- 0021 211-07454 23221.800 CYS +AHw- 14.00000 325105.20+AHw- 18.75000 435408.75+AHw- 21.00000 487657.80 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0022 301-07448 4027.100 TON +AHw- 16.00000 64433.60+AHw- 15.65000 63024.12+AHw- 18.00000 72487.80 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0023 303-07449 241.200 TON +AHw- 15.00000 3618.00+AHw- 24.25000 5849.10+AHw- 18.00000 4341.60 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0024 304-07493 4897.000 TON +AHw- 56.00000 274232.00+AHw- 60.00000 293820.00+AHw- 65.00000 318305.00 WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0025 401-07327 4739.000 TON +AHw- 53.00000 251167.00+AHw- 58.00000 274862.00+AHw- 48.00000 227472.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0026 401-07397 7898.000 TON +AHw- 45.00000 355410.00+AHw- 46.00000 363308.00+AHw- 47.00000 371206.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0027 401-07407 12637.000 TON +AHw- 40.00000 505480.00+AHw- 41.00000 518117.00+AHw- 41.00000 518117.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0028 401-07423 9829.000 TON +AHw- 42.00000 412818.00+AHw- 43.00000 422647.00+AHw- 46.00000 452134.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0029 401-08333 8411.000 TON +AHw- 50.00000 420550.00+AHw- 50.00000 420550.00+AHw- 48.00000 403728.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0030 402-07432 651.000 TON +AHw- 64.00000 41664.00+AHw- 62.00000 40362.00+AHw- 71.00000 46221.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0031 402-07435 1085.000 TON +AHw- 46.00000 49910.00+AHw- 48.00000 52080.00+AHw- 55.00000 59675.00 HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0032 406-05520 68.100 TON +AHw- 290.00000 19749.00+AHw- 325.00000 22132.50+AHw- 345.00000 23494.50 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0033 604-06070 4192.300 SYS +AHw- 27.50000 115288.25+AHw- 29.50000 123672.85+AHw- 48.00000 201230.40 SIDEWALK, CONCRETE +AHw- +AHw- +AHw- 0034 604-07897 5.300 SYS +AHw- 140.00000 742.00+AHw- 150.00000 795.00+AHw- 595.00000 3153.50 CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0035 604-07901 145.000 SYS +AHw- 140.00000 20300.00+AHw- 150.00000 21750.00+AHw- 330.00000 47850.00 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0036 605-06140 16113.200 LFT +AHw- 14.00000 225584.80+AHw- 16.00000 257811.20+AHw- 17.75000 286009.30 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0037 605-06255 350.200 SYS +AHw- 87.00000 30467.40+AHw- 93.00000 32568.60+AHw- 94.00000 32918.80 CENTER CURB, D, CONCRETE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -11 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1128289 +AHw-( 6 ) 35-1357381 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-BEATY CONSTRUCTION INC +AHw-DAVE O+AGA-MARA CONTRACTOR LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 610-07486 259.000 TON +AHw- 87.00000 22533.00+AHw- 96.25000 24928.75+AHw- 92.00000 23828.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0039 610-08446 928.400 SYS +AHw- 39.00000 36207.60+AHw- 41.75000 38760.70+AHw- 60.00000 55704.00 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0040 610-09108 1819.300 SYS +AHw- 48.00000 87326.40+AHw- 51.25000 93239.13+AHw- 72.00000 130989.60 PCCP FOR APPROACHES, 9 IN. +AHw- +AHw- +AHw- 0041 611-06497 12.000 EACH +AHw- 134.00000 1608.00+AHw- 180.00000 2160.00+AHw- 195.00000 2340.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0042 615-06490 33.000 EACH +AHw- 145.00000 4785.00+AHw- 116.00000 3828.00+AHw- 120.00000 3960.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0043 615-06505 17.000 EACH +AHw- 482.00000 8194.00+AHw- 550.00000 9350.00+AHw- 595.00000 10115.00 MONUMENT, B +AHw- +AHw- +AHw- 0044 615-06527 2.000 EACH +AHw- 375.00000 750.00+AHw- 485.00000 970.00+AHw- 500.00000 1000.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0045 621-01004 2.000 EACH +AHw- 115.00000 230.00+AHw- 125.00000 250.00+AHw- 115.00000 230.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0046 621-06567 100.900 kGAL +AHw- 2.00000 201.80+AHw- 2.10000 211.89+AHw- 2.00000 201.80 WATER +AHw- +AHw- +AHw- 0047 621-06570 2818.500 CYS +AHw- 18.00000 50733.00+AHw- 22.25000 62711.63+AHw- 21.00000 59188.50 TOP SOIL +AHw- +AHw- +AHw- 0048 621-06575 25391.900 SYS +AHw- 4.00000 101567.60+AHw- 3.75000 95219.63+AHw- 2.75000 69827.73 SODDING, NURSERY +AHw- +AHw- +AHw- 0049 715-02628 22.000 EACH +AHw- 535.00000 11770.00+AHw- 625.00000 13750.00+AHw- 325.00000 7150.00 SAFETY METAL END SECTION, 6:1, 15 IN. +AHw- +AHw- +AHw- 0050 715-05019 41.000 LFT +AHw- 73.00000 2993.00+AHw- 125.00000 5125.00+AHw- 48.00000 1968.00 PIPE, TYPE 1, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0051 715-05024 1447.600 LFT +AHw- 60.00000 86856.00+AHw- 56.00000 81065.60+AHw- 47.00000 68037.20 PIPE, TYPE 2, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0052 715-05048 15912.100 LFT +AHw- 2.80000 44553.88+AHw- 5.70000 90698.97+AHw- 3.50000 55692.35 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0055 715-05149 6581.100 LFT +AHw- 29.00000 190851.90+AHw- 24.00000 157946.40+AHw- 18.00000 118459.80 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0056 715-05151 712.300 LFT +AHw- 32.00000 22793.60+AHw- 27.50000 19588.25+AHw- 21.00000 14958.30 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0057 715-05152 3051.500 LFT +AHw- 35.00000 106802.50+AHw- 30.25000 92307.88+AHw- 22.00000 67133.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0058 715-05153 1340.100 LFT +AHw- 39.00000 52263.90+AHw- 36.75000 49248.68+AHw- 29.00000 38862.90 PIPE, TYPE 2, CIRCULAR, 21 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -12 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : 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869.25+AHw- 48.00000 456.00 PIPE, TYPE 2, CIRCULAR, 27 IN. +AHw- +AHw- +AHw- 0061 715-05156 3469.700 LFT +AHw- 53.00000 183894.10+AHw- 56.75000 196905.48+AHw- 37.00000 128378.90 PIPE, TYPE 2, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0062 715-05159 985.800 LFT +AHw- 70.00000 69006.00+AHw- 83.50000 82314.30+AHw- 57.00000 56190.60 PIPE, TYPE 2, CIRCULAR, 42 IN. +AHw- +AHw- +AHw- 0063 715-05168 61.500 LFT +AHw- 32.00000 1968.00+AHw- 26.75000 1645.13+AHw- 18.00000 1107.00 PIPE, TYPE 3, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0064 715-05169 405.000 LFT +AHw- 34.00000 13770.00+AHw- 27.50000 11137.50+AHw- 21.00000 8505.00 PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0065 715-05203 647.000 LFT +AHw- 14.00000 9058.00+AHw- 2.75000 1779.25+AHw- 3.50000 2264.50 PIPE, TYPE 4, CIRCULAR, 4 IN. +AHw- +AHw- +AHw- 0066 715-05408 1028.000 LFT +AHw- 39.00000 40092.00+AHw- 23.00000 23644.00+AHw- 30.00000 30840.00 PIPE, SANITARY SEWER, 8 IN. +AHw- +AHw- +AHw- 0067 715-05409 221.000 LFT +AHw- 145.00000 32045.00+AHw- 44.50000 9834.50+AHw- 48.00000 10608.00 PIPE, SANITARY SEWER, 10 IN. +AHw- +AHw- +AHw- 0068 715-05413 113.000 LFT +AHw- 160.00000 18080.00+AHw- 62.00000 7006.00+AHw- 92.00000 10396.00 PIPE, SANITARY SEWER, 18 IN. +AHw- +AHw- +AHw- 0069 715-05711 111.000 LFT +AHw- 48.00000 5328.00+AHw- 55.75000 6188.25+AHw- 45.00000 4995.00 PIPE, SANITARY SEWER, 6 IN. +AHw- +AHw- +AHw- 0070 715-08283 89.300 SYS +AHw- 117.00000 10448.10+AHw- 60.00000 5358.00+AHw- 50.00000 4465.00 PCCP FOR STRUCTURE INSTALLATION +AHw- +AHw- +AHw- 0071 715-08305 19.700 TON +AHw- 95.00000 1871.50+AHw- 175.00000 3447.50+AHw- 150.00000 2955.00 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0072 715-46000 2.000 EACH +AHw- 690.00000 1380.00+AHw- 225.00000 450.00+AHw- 495.00000 990.00 PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- 0073 715-46005 6.000 EACH +AHw- 712.00000 4272.00+AHw- 250.00000 1500.00+AHw- 1200.00000 7200.00 PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0074 715-46040 2.000 EACH +AHw- 1200.00000 2400.00+AHw- 700.00000 1400.00+AHw- 1600.00000 3200.00 PIPE END SECTION, 36 IN. +AHw- +AHw- +AHw- 0075 718-06532 3000.000 LFT +AHw- 1.10000 3300.00+AHw- 1.20000 3600.00+AHw- 0.75000 2250.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0076 718-52610 1260.500 CYS +AHw- 34.15000 43046.08+AHw- 36.50000 46008.25+AHw- 30.00000 37815.00 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0077 718-99153 15894.100 SYS +AHw- 1.70000 27019.97+AHw- 1.80000 28609.38+AHw- 2.00000 31788.20 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0078 720-03194 4.000 EACH +AHw- 2850.00000 11400.00+AHw- 3565.00000 14260.00+AHw- 2000.00000 8000.00 MANHOLE , SANITARY +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -13 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : 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180000.00+AHw- 237675.00000 237675.00+AHw- 135000.00000 135000.00 BEST MANAGEMENT PRACITICES , SMALL +AHw- +AHw- +AHw- 0081 720-44000 3.000 EACH +AHw- 425.00000 1275.00+AHw- 535.00000 1605.00+AHw- 375.00000 1125.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0082 720-45045 75.000 EACH +AHw- 1670.00000 125250.00+AHw- 1265.00000 94875.00+AHw- 1200.00000 90000.00 INLET, J10 +AHw- +AHw- +AHw- 0083 720-45235 11.000 EACH +AHw- 1800.00000 19800.00+AHw- 1215.00000 13365.00+AHw- 1500.00000 16500.00 CATCH BASIN, E7 +AHw- +AHw- +AHw- 0084 720-45250 34.000 EACH +AHw- 1700.00000 57800.00+AHw- 1515.00000 51510.00+AHw- 1400.00000 47600.00 CATCH BASIN, K10 +AHw- +AHw- +AHw- 0085 720-45275 2.000 EACH +AHw- 2000.00000 4000.00+AHw- 725.00000 1450.00+AHw- 800.00000 1600.00 PIPE CATCH BASIN, 24 IN. +AHw- +AHw- +AHw- 0086 720-45410 26.000 EACH +AHw- 2050.00000 53300.00+AHw- 3225.00000 83850.00+AHw- 1800.00000 46800.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0087 720-45415 22.000 EACH +AHw- 2800.00000 61600.00+AHw- 4280.00000 94160.00+AHw- 2800.00000 61600.00 MANHOLE, D4 +AHw- +AHw- +AHw- 0088 720-90984 13.000 EACH +AHw- 2300.00000 29900.00+AHw- 3350.00000 43550.00+AHw- 2400.00000 31200.00 MANHOLE, C2 +AHw- +AHw- +AHw- 0089 720-92025 10.000 EACH +AHw- 3030.00000 30300.00+AHw- 4300.00000 43000.00+AHw- 3100.00000 31000.00 MANHOLE, D2 +AHw- +AHw- +AHw- 0090 720-98555 12.000 EACH +AHw- 2200.00000 26400.00+AHw- 1885.00000 22620.00+AHw- 1750.00000 21000.00 INLET, C15 +AHw- +AHw- +AHw- 0091 728-98377 LUMP +AHw- 2640.00000 2640.00+AHw- 2825.00000 2825.00+AHw- 1000.00000 1000.00 MASONRY COATING +AHw- +AHw- +AHw- 0092 731-03133 1032.500 SFT +AHw- 39.00000 40267.50+AHw- 42.50000 43881.25+AHw- 30.00000 30975.00 CONCRETE FACING +AHw- +AHw- +AHw- 0093 731-08252 665.000 LFT +AHw- 11.00000 7315.00+AHw- 26.00000 17290.00+AHw- 22.00000 14630.00 LEVELING PAD +AHw- +AHw- +AHw- 0094 732-08419 295.000 SYS +AHw- 53.00000 15635.00+AHw- 48.25000 14233.75+AHw- 68.00000 20060.00 MODULAR BLOCK WALL +AHw- +AHw- +AHw- 0095 732-08420 86.000 SYS +AHw- 106.00000 9116.00+AHw- 114.00000 9804.00+AHw- 150.00000 12900.00 MODULAR BLOCK WALL WITH GROUND +AHw- +AHw- +AHw- REINFORCEMENT +AHw- +AHw- +AHw- 0096 732-08421 381.000 SYS +AHw- 47.00000 17907.00+AHw- 148.00000 56388.00+AHw- 80.00000 30480.00 MODULAR BLOCK WALL ERECTION +AHw- +AHw- +AHw- 0097 801-03290 4.000 EACH +AHw- 449.00000 1796.00+AHw- 480.00000 1920.00+AHw- 160.00000 640.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -14 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : 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15902.90+AHw- 0.90000 21685.77 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0100 801-06211 2.000 EACH +AHw- 85.00000 170.00+AHw- 90.95000 181.90+AHw- 47.00000 94.00 TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- REMOVABLE, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0101 801-06212 2.000 EACH +AHw- 105.00000 210.00+AHw- 112.25000 224.50+AHw- 50.00000 100.00 TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- REMOVABLE, WORD (ONLY) +AHw- +AHw- +AHw- 0102 801-06216 26.000 LFT +AHw- 6.00000 156.00+AHw- 6.50000 169.00+AHw- 4.50000 117.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0103 801-06218 44.000 LFT +AHw- 6.00000 264.00+AHw- 6.50000 286.00+AHw- 7.00000 308.00 TEMPORARY TRANSVERSE PAVMENT MARKING, +AHw- +AHw- +AHw- REMOVABLE, 24 IN. +AHw- +AHw- +AHw- 0104 801-06640 30.000 EACH +AHw- 140.00000 4200.00+AHw- 150.00000 4500.00+AHw- 150.00000 4500.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0105 801-06775 LUMP +AHw- 60000.00000 60000.00+AHw- 169927.40000 169927.40+AHw- 239368.90000 239368.90 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0106 801-07119 48.000 LFT +AHw- 34.00000 1632.00+AHw- 36.25000 1740.00+AHw- 22.00000 1056.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0107 801-08401 1140.000 LFT +AHw- 30.00000 34200.00+AHw- 35.00000 39900.00+AHw- 18.00000 20520.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0108 802-05701 388.000 LFT +AHw- 13.00000 5044.00+AHw- 10.15000 3938.20+AHw- 12.00000 4656.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0109 802-76025 206.900 SFT +AHw- 12.75000 2637.98+AHw- 20.20000 4179.38+AHw- 20.00000 4138.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0110 805-01815 4.000 EACH +AHw- 2480.00000 9920.00+AHw- 2785.00000 11140.00+AHw- 2800.00000 11200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0111 805-01842 12.000 EACH +AHw- 795.00000 9540.00+AHw- 800.00000 9600.00+AHw- 800.00000 9600.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0112 805-06592 1709.300 LFT +AHw- 12.00000 20511.60+AHw- 15.00000 25639.50+AHw- 15.00000 25639.50 CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0113 805-78746 496.200 LFT +AHw- 14.00000 6946.80+AHw- 8.50000 4217.70+AHw- 8.50000 4217.70 PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -15 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1128289 +AHw-( 6 ) 35-1357381 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-BEATY CONSTRUCTION INC +AHw-DAVE O+AGA-MARA CONTRACTOR LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 805-78785 9.000 EACH +AHw- 610.00000 5490.00+AHw- 640.00000 5760.00+AHw- 650.00000 5850.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0115 805-78925 1.000 EACH +AHw- 886.00000 886.00+AHw- 640.00000 640.00+AHw- 650.00000 650.00 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0116 808-05929 693.200 LFT +AHw- 1.29000 894.23+AHw- 1.35000 935.82+AHw- 2.00000 1386.40 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 8 IN. +AHw- +AHw- +AHw- 0117 808-06701 3869.000 LFT +AHw- 0.28000 1083.32+AHw- 0.30000 1160.70+AHw- 0.35000 1354.15 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0118 808-06703 1080.000 LFT +AHw- 0.28000 302.40+AHw- 0.30000 324.00+AHw- 0.35000 378.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0119 808-75240 3465.000 LFT +AHw- 0.28000 970.20+AHw- 0.30000 1039.50+AHw- 0.35000 1212.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0120 808-75245 15447.000 LFT +AHw- 0.28000 4325.16+AHw- 0.30000 4634.10+AHw- 0.35000 5406.45 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0121 808-75297 202.000 LFT +AHw- 3.65000 737.30+AHw- 3.85000 777.70+AHw- 4.00000 808.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0122 808-75320 42.000 EACH +AHw- 73.00000 3066.00+AHw- 78.00000 3276.00+AHw- 50.00000 2100.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0123 808-75325 42.000 EACH +AHw- 93.00000 3906.00+AHw- 99.50000 4179.00+AHw- 75.00000 3150.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0124 808-75998 575.000 EACH +AHw- 13.75000 7906.25+AHw- 14.50000 8337.50+AHw- 15.00000 8625.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0125 720-45075 1.000 EACH +AHw- 1500.00000 1500.00+AHw- 1275.00000 1275.00+AHw- 1750.00000 1750.00 INLET, R13 +AHw- +AHw- +AHw- 0126 202-02240 350.200 SYS +AHw- 7.00000 2451.40+AHw- 7.50000 2626.50+AHw- 24.00000 8404.80 PAVEMENT REMOVAL +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 7,563,000.00+AHw- +ACQ- 7,739,337.45+AHw- +ACQ- 7,895,489.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 7,563,000.00+AHw- +ACQ- 7,739,337.45+AHw- +ACQ- 7,895,489.00 +AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -16 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 7 ) 35-1461789 +AHw-( 8 ) 35-1151771 +AHw-( 9 ) 31-1323837 +AHw-POINDEXTER EXCAVATING +AHw-CALUMET ASPHALT PAVING CO. I +AHw-SUNESIS CONSTRUCTION COMPANY 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 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 98250.00000 98250.00+AHw- 75000.00000 75000.00+AHw- 185000.00000 185000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 17.000 MOS +AHw- 2000.00000 34000.00+AHw- 1800.00000 30600.00+AHw- 1200.00000 20400.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-09198 17.000 MOS +AHw- 200.00000 3400.00+AHw- 200.00000 3400.00+AHw- 120.00000 2040.00 LAPTOP COMPUTER SYSTEM +AHw- +AHw- +AHw- 0004 105-09199 17.000 MOS +AHw- 90.00000 1530.00+AHw- 50.00000 850.00+AHw- 175.00000 2975.00 FIELD OFFICE INTERNET SERVICE +AHw- +AHw- +AHw- 0005 109-08359 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 LIQUIDATED DAMAGES +AHw- +AHw- +AHw- 0006 109-08360 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CONTRACT LIENS +AHw- +AHw- +AHw- 0007 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- 0008 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- 0009 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- 0010 109-08463 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 375980.00000 375980.00+AHw- 420000.00000 420000.00+AHw- 420000.00000 420000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 201-52370 LUMP +AHw- 88580.00000 88580.00+AHw- 71000.00000 71000.00+AHw- 200000.00000 200000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0013 202-96133 1293.000 LFT +AHw- 8.24000 10654.32+AHw- 14.00000 18102.00+AHw- 17.50000 22627.50 PIPE, REMOVE +AHw- +AHw- +AHw- 0014 203-02000 49999.500 CYS +AHw- 22.10000 1104988.95+AHw- 18.00000 899991.00+AHw- 10.00000 499995.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0015 205-06933 40.000 EACH +AHw- 100.94000 4037.60+AHw- 75.00000 3000.00+AHw- 84.00000 3360.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 9761.800 LFT +AHw- 1.27000 12397.49+AHw- 1.25000 12202.25+AHw- 2.00000 19523.60 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 206-04301 2809.000 SFT +AHw- 52.79000 148287.11+AHw- 32.00000 89888.00+AHw- 25.00000 70225.00 SHEET PILING, STEEL, S+AD0-18.1 +AHw- +AHw- +AHw- 0018 207-08263 65558.500 SYS +AHw- 3.32000 217654.22+AHw- 3.80000 249122.30+AHw- 5.25000 344182.13 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -17 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 7 ) 35-1461789 +AHw-( 8 ) 35-1151771 +AHw-( 9 ) 31-1323837 +AHw-POINDEXTER EXCAVATING +AHw-CALUMET ASPHALT PAVING CO. I +AHw-SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 2747.700 SYS +AHw- 2.25000 6182.33+AHw- 14.50000 39841.65+AHw- 5.15000 14150.66 SUBGRADE TREATMENT, TYPE IIIA +AHw- +AHw- +AHw- 0020 211-02050 102.000 CYS +AHw- 14.42000 1470.84+AHw- 22.25000 2269.50+AHw- 24.00000 2448.00 B BORROW +AHw- +AHw- +AHw- 0021 211-07454 23221.800 CYS +AHw- 17.00000 394770.60+AHw- 12.00000 278661.60+AHw- 15.00000 348327.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0022 301-07448 4027.100 TON +AHw- 13.20000 53157.72+AHw- 23.00000 92623.30+AHw- 24.00000 96650.40 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0023 303-07449 241.200 TON +AHw- 15.10000 3642.12+AHw- 25.00000 6030.00+AHw- 37.00000 8924.40 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0024 304-07493 4897.000 TON +AHw- 49.37000 241764.89+AHw- 58.00000 284026.00+AHw- 50.00000 244850.00 WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0025 401-07327 4739.000 TON +AHw- 56.20000 266331.80+AHw- 53.45000 253299.55+AHw- 55.00000 260645.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0026 401-07397 7898.000 TON +AHw- 48.55000 383447.90+AHw- 44.25000 349486.50+AHw- 44.00000 347512.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0027 401-07407 12637.000 TON +AHw- 44.63000 563989.31+AHw- 40.00000 505480.00+AHw- 40.00000 505480.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0028 401-07423 9829.000 TON +AHw- 48.04000 472185.16+AHw- 42.70000 419698.30+AHw- 41.00000 402989.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0029 401-08333 8411.000 TON +AHw- 58.04000 488174.44+AHw- 50.00000 420550.00+AHw- 48.00000 403728.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0030 402-07432 651.000 TON +AHw- 62.02000 40375.02+AHw- 60.00000 39060.00+AHw- 60.00000 39060.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0031 402-07435 1085.000 TON +AHw- 51.56000 55942.60+AHw- 48.00000 52080.00+AHw- 46.00000 49910.00 HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0032 406-05520 68.100 TON +AHw- 2.04000 138.92+AHw- 300.00000 20430.00+AHw- 310.00000 21111.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0033 604-06070 4192.300 SYS +AHw- 31.98000 134069.75+AHw- 38.00000 159307.40+AHw- 32.50000 136249.75 SIDEWALK, CONCRETE +AHw- +AHw- +AHw- 0034 604-07897 5.300 SYS +AHw- 184.06000 975.52+AHw- 225.00000 1192.50+AHw- 112.00000 593.60 CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0035 604-07901 145.000 SYS +AHw- 169.27000 24544.15+AHw- 214.00000 31030.00+AHw- 73.00000 10585.00 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0036 605-06140 16113.200 LFT +AHw- 12.19000 196419.91+AHw- 14.89000 239925.55+AHw- 15.50000 249754.60 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0037 605-06255 350.200 SYS +AHw- 65.38000 22896.08+AHw- 64.00000 22412.80+AHw- 84.00000 29416.80 CENTER CURB, D, CONCRETE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -18 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 7 ) 35-1461789 +AHw-( 8 ) 35-1151771 +AHw-( 9 ) 31-1323837 +AHw-POINDEXTER EXCAVATING +AHw-CALUMET ASPHALT PAVING CO. I +AHw-SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 610-07486 259.000 TON +AHw- 102.00000 26418.00+AHw- 83.00000 21497.00+AHw- 95.00000 24605.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0039 610-08446 928.400 SYS +AHw- 41.26000 38305.78+AHw- 56.00000 51990.40+AHw- 45.00000 41778.00 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0040 610-09108 1819.300 SYS +AHw- 52.99000 96404.71+AHw- 68.00000 123712.40+AHw- 50.00000 90965.00 PCCP FOR APPROACHES, 9 IN. +AHw- +AHw- +AHw- 0041 611-06497 12.000 EACH +AHw- 128.75000 1545.00+AHw- 125.00000 1500.00+AHw- 130.00000 1560.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0042 615-06490 33.000 EACH +AHw- 139.05000 4588.65+AHw- 135.00000 4455.00+AHw- 200.00000 6600.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0043 615-06505 17.000 EACH +AHw- 463.50000 7879.50+AHw- 450.00000 7650.00+AHw- 600.00000 10200.00 MONUMENT, B +AHw- +AHw- +AHw- 0044 615-06527 2.000 EACH +AHw- 360.50000 721.00+AHw- 350.00000 700.00+AHw- 450.00000 900.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0045 621-01004 2.000 EACH +AHw- 120.00000 240.00+AHw- 115.00000 230.00+AHw- 150.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0046 621-06567 100.900 kGAL +AHw- 2.20000 221.98+AHw- 2.00000 201.80+AHw- 2.00000 201.80 WATER +AHw- +AHw- +AHw- 0047 621-06570 2818.500 CYS +AHw- 20.00000 56370.00+AHw- 13.50000 38049.75+AHw- 33.00000 93010.50 TOP SOIL +AHw- +AHw- +AHw- 0048 621-06575 25391.900 SYS +AHw- 2.50000 63479.75+AHw- 2.75000 69827.73+AHw- 2.75000 69827.73 SODDING, NURSERY +AHw- +AHw- +AHw- 0049 715-02628 22.000 EACH +AHw- 257.50000 5665.00+AHw- 600.00000 13200.00+AHw- 600.00000 13200.00 SAFETY METAL END SECTION, 6:1, 15 IN. +AHw- +AHw- +AHw- 0050 715-05019 41.000 LFT +AHw- 48.00000 1968.00+AHw- 132.00000 5412.00+AHw- 140.00000 5740.00 PIPE, TYPE 1, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0051 715-05024 1447.600 LFT +AHw- 47.22000 68355.67+AHw- 73.00000 105674.80+AHw- 105.00000 151998.00 PIPE, TYPE 2, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0052 715-05048 15912.100 LFT +AHw- 6.25000 99450.63+AHw- 3.74000 59511.25+AHw- 5.50000 87516.55 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0055 715-05149 6581.100 LFT +AHw- 21.56000 141888.52+AHw- 40.00000 263244.00+AHw- 40.00000 263244.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0056 715-05151 712.300 LFT +AHw- 23.68000 16867.26+AHw- 49.00000 34902.70+AHw- 52.00000 37039.60 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0057 715-05152 3051.500 LFT +AHw- 25.21000 76928.32+AHw- 47.00000 143420.50+AHw- 44.00000 134266.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0058 715-05153 1340.100 LFT +AHw- 29.09000 38983.51+AHw- 51.00000 68345.10+AHw- 56.00000 75045.60 PIPE, TYPE 2, CIRCULAR, 21 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/11/07 PAGE : 120 -19 TABULATION OF BIDS ROUTE : 1001 CALL ORDER : 120 CONTRACT ID : R -29440-A COUNTIES : JOHNSON LETTING DATE : 10/03/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 7 ) 35-1461789 +AHw-( 8 ) 35-1151771 +AHw-( 9 ) 31-1323837 +AHw-POINDEXTER EXCAVATING +AHw-CALUMET ASPHALT PAVING CO. I +AHw-SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-05154 2226.000 LFT +AHw- 32.38000 72077.88+AHw- 55.00000 122430.00+AHw- 75.00000 166950.00 PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0060 715-05155 9.500 LFT +AHw- 37.03000 351.79+AHw- 77.00000 731.50+AHw- 225.00000 2137.50 PIPE, TYPE 2, CIRCULAR, 27 IN. +AHw- +AHw- +AHw- 0061 715-05156 3469.700 LFT +AHw- 40.01000 138822.70+AHw- 65.00000 225530.50+AHw- 105.00000 364318.50 PIPE, TYPE 2, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0062 715-05159 985.800 LFT +AHw- 57.74000 56920.09+AHw- 100.00000 98580.00+AHw- 120.00000 118296.00 PIPE, TYPE 2, CIRCULAR, 42 IN. +AHw- +AHw- +AHw- 0063 715-05168 61.500 LFT +AHw- 21.56000 1325.94+AHw- 44.00000 2706.00+AHw- 45.00000 2767.50 PIPE, TYPE 3, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0064 715-05169 405.000 LFT +AHw- 23.68000 9590.40+AHw- 72.00000 29160.00+AHw- 56.00000 22680.00 PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0065 715-05203 647.000 LFT +AHw- 12.70000 8216.90+AHw- 6.00000 3882.00+AHw- 10.00000 6470.00 PIPE, TYPE 4, CIRCULAR, 4 IN. +AHw- +AHw- +AHw- 0066 715-05408 1028.000 LFT +AHw- 55.54000 57095.12+AHw- 36.15000 37162.20+AHw- 50.00000 51400.00 PIPE, SANITARY SEWER, 8 IN. +AHw- +AHw- +AHw- 0067 715-05409 221.000 LFT +AHw- 59.86000 13229.06+AHw- 36.70000 8110.70+AHw- 75.00000 16575.00 PIPE, SANITARY SEWER, 10 IN. +AHw- +AHw- +AHw- 0068 715-05413 113.000 LFT +AHw- 83.42000 9426.46+AHw- 51.50000 5819.50+AHw- 100.00000 11300.00 PIPE, SANITARY SEWER, 18 IN. +AHw- +AHw- +AHw- 0069 715-05711 111.000 LFT +AHw- 52.56000 5834.16+AHw- 35.00000 3885.00+AHw- 110.00000 12210.00 PIPE, SANITARY SEWER, 6 IN. +AHw- +AHw- +AHw- 0070 715-08283 89.300 SYS +AHw- 153.00000