INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -1 VENDOR RANKING CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : 06 CONTRACT TIME : 10/31/08 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0655098 0655098 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 3,313,301.00 100.0000+ACU- 2 35-1364963 ERBER +ACY- MILLIGAN CONSTR. CO. +ACQ- 3,520,426.54 106.2513+ACU- 3 35-0175870 BERNS CONSTRUCTION COMPANY INC +ACQ- 3,770,033.95 113.7848+ACU- 4 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 3,998,500.00 120.6803+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -2 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1364963 +AHw-( 3 ) 35-0175870 +AHw-RIETH RILEY CONSTRUCTION +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-BERNS CONSTRUCTION COMPANY IN 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 INTERCHANGE MODIFICATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 36600.00000 36600.00+AHw- 52500.00000 52500.00+AHw- 50000.00000 50000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 2.000 EACH +AHw- 100.00000 200.00+AHw- 150.00000 300.00+AHw- 400.00000 800.00 RADIO +AHw- +AHw- +AHw- 0003 105-07039 15.000 MOS +AHw- 2200.00000 33000.00+AHw- 1400.00000 21000.00+AHw- 2500.00000 37500.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0004 105-08520 1.000 EACH +AHw- 100.00000 100.00+AHw- 150.00000 150.00+AHw- 400.00000 400.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 9.000 MOS +AHw- 100.00000 900.00+AHw- 100.00000 900.00+AHw- 250.00000 2250.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 9.000 MOS +AHw- 100.00000 900.00+AHw- 200.00000 1800.00+AHw- 250.00000 2250.00 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 109-08359 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 LIQUIDATED DAMAGES +AHw- +AHw- +AHw- 0009 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- 0010 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- 0011 109-08441 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP +AHw- +AHw- +AHw- 0012 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- 0013 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- 0014 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- 0015 110-01001 LUMP +AHw- 165665.00000 165665.00+AHw- 175000.00000 175000.00+AHw- 188143.00000 188143.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0016 201-52370 LUMP +AHw- 16566.00000 16566.00+AHw- 17000.00000 17000.00+AHw- 20000.00000 20000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0017 202-01261 1.000 EACH +AHw- 275.00000 275.00+AHw- 100.00000 100.00+AHw- 275.00000 275.00 TESTING FOR ASBESTOS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -3 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1364963 +AHw-( 3 ) 35-0175870 +AHw-RIETH RILEY CONSTRUCTION +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-02240 5012.900 SYS +AHw- 10.00000 50129.00+AHw- 9.60000 48123.84+AHw- 17.85000 89480.27 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0019 202-02241 440.000 LFT +AHw- 4.75000 2090.00+AHw- 6.00000 2640.00+AHw- 4.75000 2090.00 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0020 202-51328 LUMP +AHw- 100000.00000 100000.00+AHw- 165000.00000 165000.00+AHw- 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS +AHw- +AHw- +AHw- 0021 202-51368 286.000 SYS +AHw- 13.00000 3718.00+AHw- 12.00000 3432.00+AHw- 12.30000 3517.80 SLOPEWALL, REMOVE +AHw- +AHw- +AHw- 0022 202-74040 2.000 EACH +AHw- 363.00000 726.00+AHw- 550.00000 1100.00+AHw- 361.22000 722.44 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE +AHw- +AHw- +AHw- 0023 202-74045 34.000 EACH +AHw- 39.00000 1326.00+AHw- 50.00000 1700.00+AHw- 38.70000 1315.80 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0024 202-93974 2.000 EACH +AHw- 1510.00000 3020.00+AHw- 1320.00000 2640.00+AHw- 1509.36000 3018.72 OVERHEAD SIGN STRUCTURE, CANTILEVER +AHw- +AHw- +AHw- DOUBLE ARM, REMOVE +AHw- +AHw- +AHw- 0025 202-95027 2.000 EACH +AHw- 500.00000 1000.00+AHw- 1250.00000 2500.00+AHw- 550.00000 1100.00 IMPACT ATTENUATOR, REMOVE +AHw- +AHw- +AHw- 0026 203-02000 6744.000 CYS +AHw- 20.00000 134880.00+AHw- 13.50000 91044.00+AHw- 23.90000 161181.60 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0027 203-02070 2368.000 CYS +AHw- 22.00000 52096.00+AHw- 13.50000 31968.00+AHw- 6.70000 15865.60 BORROW +AHw- +AHw- +AHw- 0028 205-06937 508.000 LFT +AHw- 2.00000 1016.00+AHw- 2.50000 1270.00+AHw- 5.00000 2540.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0029 206-51230 66.700 CYS +AHw- 70.00000 4669.00+AHw- 40.00000 2668.00+AHw- 65.00000 4335.50 EXCAVATION, FOUNDATION, UNCLASSIFIED +AHw- +AHw- +AHw- 0030 207-08263 15127.000 SYS +AHw- 7.00000 105889.00+AHw- 5.00000 75635.00+AHw- 5.55000 83954.85 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0031 210-08372 1.000 EACH +AHw- 26776.00000 26776.00+AHw- 32000.00000 32000.00+AHw- 26776.44000 26776.44 ROADWAY WEATHER INFORMATION SYSTEM , +AHw- +AHw- +AHw- RELOCATE +AHw- +AHw- +AHw- 0032 211-06467 158.000 CYS +AHw- 44.00000 6952.00+AHw- 45.00000 7110.00+AHw- 44.00000 6952.00 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0033 211-07454 49.900 CYS +AHw- 100.00000 4990.00+AHw- 45.00000 2245.50+AHw- 55.00000 2744.50 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0034 301-07448 215.000 TON +AHw- 60.00000 12900.00+AHw- 24.00000 5160.00+AHw- 81.50000 17522.50 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0035 302-06464 3206.000 CYS +AHw- 49.00000 157094.00+AHw- 37.50000 120225.00+AHw- 59.75000 191558.50 SUBBASE FOR PCCP +AHw- +AHw- +AHw- 0036 304-07494 524.000 TON +AHw- 130.00000 68120.00+AHw- 80.00000 41920.00+AHw- 111.00000 58164.00 WIDENING WITH HMA, TYPE C , TEMPORARY +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -4 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1364963 +AHw-( 3 ) 35-0175870 +AHw-RIETH RILEY CONSTRUCTION +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 306-08034 281.000 SYS +AHw- 15.00000 4215.00+AHw- 3.75000 1053.75+AHw- 9.50000 2669.50 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0038 306-08041 1614.000 SYS +AHw- 4.00000 6456.00+AHw- 3.75000 6052.50+AHw- 9.50000 15333.00 MILLING, PCCP , 1 1/2 IN. +AHw- +AHw- +AHw- 0039 401-05467 1142.000 LFT +AHw- 1.00000 1142.00+AHw- 1.50000 1713.00+AHw- 2.00000 2284.00 MILLED HMA CORRUGATIONS +AHw- +AHw- +AHw- 0040 401-07328 23.000 TON +AHw- 141.00000 3243.00+AHw- 150.00000 3450.00+AHw- 143.00000 3289.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0041 401-07398 41.000 TON +AHw- 163.00000 6683.00+AHw- 100.00000 4100.00+AHw- 95.00000 3895.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0042 402-07434 229.000 TON +AHw- 114.00000 26106.00+AHw- 72.00000 16488.00+AHw- 68.00000 15572.00 HMA SURFACE, TYPE C +AHw- +AHw- +AHw- 0043 402-07439 31.000 TON +AHw- 190.00000 5890.00+AHw- 125.00000 3875.00+AHw- 120.00000 3720.00 HMA INTERMEDIATE, TYPE C +AHw- +AHw- +AHw- 0044 402-07442 435.000 TON +AHw- 77.00000 33495.00+AHw- 60.00000 26100.00+AHw- 56.00000 24360.00 HMA BASE, TYPE C +AHw- +AHw- +AHw- 0045 406-05521 3549.000 SYS +AHw- 1.00000 3549.00+AHw- 0.25000 887.25+AHw- 0.25000 887.25 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0046 501-06266 LUMP +AHw- 993.00000 993.00+AHw- 3000.00000 3000.00+AHw- 3000.00000 3000.00 PROFILOGRAPH, PCCP +AHw- +AHw- +AHw- 0047 501-06320 3225.000 LFT +AHw- 2.00000 6450.00+AHw- 1.25000 4031.25+AHw- 2.00000 6450.00 MILLED PCCP CORRUGATIONS +AHw- +AHw- +AHw- 0048 501-06727 LUMP +AHw- 993.00000 993.00+AHw- 1500.00000 1500.00+AHw- 2000.00000 2000.00 CORING, PCCP +AHw- +AHw- +AHw- 0049 501-08196 11758.000 SYS +AHw- 53.00000 623174.00+AHw- 70.00000 823060.00+AHw- 65.15000 766033.70 QC/QA-PCCP, 12.5 IN. +AHw- +AHw- +AHw- 0050 503-03489 454.000 EACH +AHw- 16.00000 7264.00+AHw- 16.00000 7264.00+AHw- 25.00000 11350.00 RETROFITTED TIE BARS +AHw- +AHw- +AHw- 0051 503-05240 5916.000 LFT +AHw- 11.50000 68034.00+AHw- 9.00000 53244.00+AHw- 11.00000 65076.00 D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0052 601-01522 4.000 EACH +AHw- 1800.00000 7200.00+AHw- 2200.00000 8800.00+AHw- 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0053 601-06233 2.000 EACH +AHw- 7850.00000 15700.00+AHw- 9650.00000 19300.00+AHw- 7850.00000 15700.00 IMPACT ATTENUATOR, ED, W1, TL-3 +AHw- +AHw- +AHw- 0055 601-94689 4.000 EACH +AHw- 2400.00000 9600.00+AHw- 2750.00000 11000.00+AHw- 2400.00000 9600.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0056 601-99105 188.000 LFT +AHw- 16.25000 3055.00+AHw- 18.50000 3478.00+AHw- 16.25000 3055.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0057 602-06729 36.000 EACH +AHw- 12.00000 432.00+AHw- 10.00000 360.00+AHw- 25.00000 900.00 BARRIER DELINEATOR +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -5 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1364963 +AHw-( 3 ) 35-0175870 +AHw-RIETH RILEY CONSTRUCTION +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 605-06245 1244.000 SYS +AHw- 61.00000 75884.00+AHw- 80.00000 99520.00+AHw- 65.15000 81046.60 CENTER CURB, B, CONCRETE +AHw- +AHw- +AHw- 0059 609-09231 538.300 SYS +AHw- 62.50000 33643.75+AHw- 80.00000 43064.00+AHw- 62.50000 33643.75 REINFORCED CONCRETE BRIDGE APPROACH, 12 +AHw- +AHw- +AHw- 5 IN. +AHw- +AHw- +AHw- 0060 610-07486 151.000 TON +AHw- 99.00000 14949.00+AHw- 75.00000 11325.00+AHw- 70.00000 10570.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0061 615-06515 5.000 EACH +AHw- 140.00000 700.00+AHw- 175.00000 875.00+AHw- 140.00000 700.00 MONUMENT, D +AHw- +AHw- +AHw- 0062 616-02320 406.900 SYS +AHw- 5.00000 2034.50+AHw- 3.00000 1220.70+AHw- 3.00000 1220.70 GEOTEXTILES +AHw- +AHw- +AHw- 0063 616-06405 94.000 TON +AHw- 43.00000 4042.00+AHw- 25.00000 2350.00+AHw- 50.00000 4700.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0064 616-51367 320.200 SYS +AHw- 55.00000 17611.00+AHw- 75.00000 24015.00+AHw- 52.00000 16650.40 SLOPEWALL, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0065 621-01004 2.000 EACH +AHw- 275.00000 550.00+AHw- 350.00000 700.00+AHw- 275.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0066 621-06545 1.200 TON +AHw- 635.00000 762.00+AHw- 650.00000 780.00+AHw- 635.00000 762.00 FERTILIZER +AHw- +AHw- +AHw- 0067 621-06553 408.000 LBS +AHw- 31.00000 12648.00+AHw- 3.75000 1530.00+AHw- 3.34000 1362.72 SEED MIXTURE, R +AHw- +AHw- +AHw- 0068 621-06557 192.000 LBS +AHw- 4.00000 768.00+AHw- 4.25000 816.00+AHw- 3.98000 764.16 SEED MIXTURE, T +AHw- +AHw- +AHw- 0069 621-06565 10.000 TON +AHw- 480.00000 4800.00+AHw- 500.00000 5000.00+AHw- 480.00000 4800.00 MULCHING MATERIAL +AHw- +AHw- +AHw- 0070 621-06567 2.200 kGAL +AHw- 10.00000 22.00+AHw- 10.00000 22.00+AHw- 10.00000 22.00 WATER +AHw- +AHw- +AHw- 0071 621-06574 548.600 SYS +AHw- 10.00000 5486.00+AHw- 5.00000 2743.00+AHw- 4.65000 2550.99 SODDING +AHw- +AHw- +AHw- 0072 701-06011 2.000 EACH +AHw- 1600.00000 3200.00+AHw- 4500.00000 9000.00+AHw- 1600.00000 3200.00 DYNAMIC PILE LOAD TEST +AHw- +AHw- +AHw- 0073 701-96089 1448.000 LFT +AHw- 39.00000 56472.00+AHw- 35.00000 50680.00+AHw- 39.05000 56544.40 PILE, CONCRETE, STEEL SHELL ENCASED, 0. +AHw- +AHw- +AHw- 250 IN., 14 IN. +AHw- +AHw- +AHw- 0074 702-51005 82.400 CYS +AHw- 570.00000 46968.00+AHw- 475.00000 39140.00+AHw- 570.00000 46968.00 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0075 702-51015 80.800 CYS +AHw- 95.00000 7676.00+AHw- 350.00000 28280.00+AHw- 95.00000 7676.00 CONCRETE, B, FOOTINGS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -6 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1364963 +AHw-( 3 ) 35-0175870 +AHw-RIETH RILEY CONSTRUCTION +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 702-51863 256.000 EACH +AHw- 14.50000 3712.00+AHw- 16.00000 4096.00+AHw- 14.50000 3712.00 FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0077 703-51030 4612.000 LBS +AHw- 1.00000 4612.00+AHw- 1.00000 4612.00+AHw- 0.85000 3920.20 REINFORCING STEEL +AHw- +AHw- +AHw- 0078 703-51032 161331.000 LBS +AHw- 1.00000 161331.00+AHw- 0.95000 153264.45+AHw- 0.90000 145197.90 REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0079 703-97936 2122.000 EACH +AHw- 10.00000 21220.00+AHw- 12.00000 25464.00+AHw- 10.00000 21220.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED +AHw- +AHw- +AHw- 0080 704-51002 573.900 CYS +AHw- 490.00000 281211.00+AHw- 495.00000 284080.50+AHw- 494.00000 283506.60 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0081 706-05732 4.000 EACH +AHw- 1500.00000 6000.00+AHw- 1500.00000 6000.00+AHw- 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC +AHw- +AHw- +AHw- 0082 706-51020 55.300 CYS +AHw- 475.00000 26267.50+AHw- 475.00000 26267.50+AHw- 475.00000 26267.50 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0083 708-51813 100.000 SFT +AHw- 86.00000 8600.00+AHw- 160.00000 16000.00+AHw- 86.00000 8600.00 PNEUMATICALLY PLACED MORTAR +AHw- +AHw- +AHw- 0084 708-51814 100.000 SFT +AHw- 12.75000 1275.00+AHw- 10.00000 1000.00+AHw- 12.75000 1275.00 WELDED STEEL WIRE FABRIC +AHw- +AHw- +AHw- 0085 709-51821 LUMP +AHw- 22620.00000 22620.00+AHw- 12500.00000 12500.00+AHw- 11500.00000 11500.00 SURFACE SEAL +AHw- +AHw- +AHw- 0086 711-01786 48.000 EACH +AHw- 30.00000 1440.00+AHw- 35.00000 1680.00+AHw- 30.00000 1440.00 STRUCTURAL STEEL DRILLING, 1 IN. DIA. +AHw- +AHw- +AHw- HOLE +AHw- +AHw- +AHw- 0087 711-51038 LUMP +AHw- 241950.00000 241950.00+AHw- 330000.00000 330000.00+AHw- 241050.00000 241050.00 STRUCTURAL STEEL +AHw- +AHw- +AHw- 0088 711-51877 LUMP +AHw- 19000.00000 19000.00+AHw- 25000.00000 25000.00+AHw- 19000.00000 19000.00 JACKING AND SUPPORTING BEAMS +AHw- +AHw- +AHw- 0089 715-05048 4284.000 LFT +AHw- 3.00000 12852.00+AHw- 7.75000 33201.00+AHw- 5.55000 23776.20 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0090 715-05053 430.000 LFT +AHw- 17.00000 7310.00+AHw- 17.50000 7525.00+AHw- 15.00000 6450.00 PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0091 715-05156 32.000 LFT +AHw- 100.00000 3200.00+AHw- 80.00000 2560.00+AHw- 120.00000 3840.00 PIPE, TYPE 2, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0092 715-05169 39.000 LFT +AHw- 35.00000 1365.00+AHw- 45.00000 1755.00+AHw- 80.00000 3120.00 PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0093 715-05175 6.000 LFT +AHw- 100.00000 600.00+AHw- 80.00000 480.00+AHw- 500.00000 3000.00 PIPE, TYPE 3, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0094 715-05407 40.000 LFT +AHw- 4.00000 160.00+AHw- 15.00000 600.00+AHw- 4.00000 160.00 PIPE, END BENT DRAIN, 6 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -7 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1364963 +AHw-( 3 ) 35-0175870 +AHw-RIETH RILEY CONSTRUCTION +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 715-46005 2.000 EACH +AHw- 510.00000 1020.00+AHw- 300.00000 600.00+AHw- 500.00000 1000.00 PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0096 715-46030 2.000 EACH +AHw- 1100.00000 2200.00+AHw- 700.00000 1400.00+AHw- 1000.00000 2000.00 PIPE END SECTION, 30 IN. +AHw- +AHw- +AHw- 0097 715-97122 700.000 LFT +AHw- 2.60000 1820.00+AHw- 4.00000 2800.00+AHw- 2.60000 1820.00 PIPE, PVC, 2 IN. +AHw- +AHw- +AHw- 0098 718-06528 11.000 EACH +AHw- 675.00000 7425.00+AHw- 675.00000 7425.00+AHw- 730.00000 8030.00 OUTLET PROTECTOR, 1 +AHw- +AHw- +AHw- 0099 718-06532 3000.000 LFT +AHw- 1.05000 3150.00+AHw- 2.00000 6000.00+AHw- 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0100 718-52610 386.000 CYS +AHw- 35.00000 13510.00+AHw- 45.00000 17370.00+AHw- 33.00000 12738.00 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0101 718-99153 4827.000 SYS +AHw- 2.00000 9654.00+AHw- 2.00000 9654.00+AHw- 1.10000 5309.70 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0102 720-95422 1.000 EACH +AHw- 5790.00000 5790.00+AHw- 3200.00000 3200.00+AHw- 4200.00000 4200.00 MANHOLE, J4 +AHw- +AHw- +AHw- 0103 801-01093 4.000 EACH +AHw- 1150.00000 4600.00+AHw- 750.00000 3000.00+AHw- 1150.00000 4600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN +AHw- +AHw- +AHw- ASSEMBLY +AHw- +AHw- +AHw- 0104 801-03290 4.000 EACH +AHw- 165.00000 660.00+AHw- 250.00000 1000.00+AHw- 165.00000 660.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0105 801-06203 20985.000 LFT +AHw- 0.20000 4197.00+AHw- 0.15000 3147.75+AHw- 0.20000 4197.00 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0106 801-06207 38973.000 LFT +AHw- 1.00000 38973.00+AHw- 1.00000 38973.00+AHw- 0.88000 34296.24 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0107 801-06640 25.000 EACH +AHw- 170.00000 4250.00+AHw- 180.00000 4500.00+AHw- 170.00000 4250.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0108 801-06645 12.000 EACH +AHw- 40.00000 480.00+AHw- 50.00000 600.00+AHw- 40.00000 480.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0109 801-06710 200.000 DAY +AHw- 15.00000 3000.00+AHw- 12.00000 2400.00+AHw- 15.00000 3000.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0110 801-06775 LUMP +AHw- 57074.75000 57074.75+AHw- 60000.00000 60000.00+AHw- 275000.00000 275000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0111 801-07023 4.000 EACH +AHw- 5500.00000 22000.00+AHw- 3750.00000 15000.00+AHw- 4950.00000 19800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0112 801-07119 108.000 LFT +AHw- 16.00000 1728.00+AHw- 13.50000 1458.00+AHw- 16.00000 1728.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0113 801-08401 614.000 LFT +AHw- 50.00000 30700.00+AHw- 20.00000 12280.00+AHw- 100.00000 61400.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -8 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1364963 +AHw-( 3 ) 35-0175870 +AHw-RIETH RILEY CONSTRUCTION +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 801-08508 670.000 LFT +AHw- 50.00000 33500.00+AHw- 24.00000 16080.00+AHw- 100.00000 67000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- 0115 801-09133 2.000 EACH +AHw- 10234.00000 20468.00+AHw- 5000.00000 10000.00+AHw- 10234.00000 20468.00 TEMPORARY CHANGEABLE MESSAGE SIGN +AHw- +AHw- +AHw- 0116 802-05701 448.500 LFT +AHw- 16.00000 7176.00+AHw- 19.00000 8521.50+AHw- 15.03000 6740.96 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0117 802-05706 31.500 LFT +AHw- 16.00000 504.00+AHw- 21.00000 661.50+AHw- 15.25000 480.38 SIGN POST, SQUARE, 3, UNREINFORCED +AHw- +AHw- +AHw- ANCHOR BASE +AHw- +AHw- +AHw- 0118 802-07057 544.000 SFT +AHw- 12.00000 6528.00+AHw- 19.00000 10336.00+AHw- 12.00000 6528.00 SIGN, PANEL, WITH LEGEND +AHw- +AHw- +AHw- 0119 802-07158 2.000 EACH +AHw- 3037.00000 6074.00+AHw- 6000.00000 12000.00+AHw- 3036.46000 6072.92 CANTILEVER TRAFFIC SIGN SUPPORT +AHw- +AHw- +AHw- FOUNDATION, I +AHw- +AHw- +AHw- 0120 802-08456 4.000 EACH +AHw- 385.00000 1540.00+AHw- 385.00000 1540.00+AHw- 385.01000 1540.04 WIDE FLANGE SIGN POST SUPPORT +AHw- +AHw- +AHw- FOUNDATION, VIII +AHw- +AHw- +AHw- 0121 802-76025 236.100 SFT +AHw- 20.00000 4722.00+AHw- 19.00000 4485.90+AHw- 18.52000 4372.57 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0122 802-76035 165.500 SFT +AHw- 20.00000 3310.00+AHw- 20.00000 3310.00+AHw- 19.25000 3185.88 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0123 802-76095 812.000 LBS +AHw- 2.00000 1624.00+AHw- 4.75000 3857.00+AHw- 2.04000 1656.48 STRUCTURAL STEEL, BREAKAWAY +AHw- +AHw- +AHw- 0124 802-76140 2.000 EACH +AHw- 18225.00000 36450.00+AHw- 20500.00000 41000.00+AHw- 18224.36000 36448.72 OVERHEAD SIGN STRUCTURE, CANTILEVER +AHw- +AHw- +AHw- DOUBLE ARM +AHw- +AHw- +AHw- 0125 808-01428 58.000 LFT +AHw- 4.00000 232.00+AHw- 6.00000 348.00+AHw- 3.60000 208.80 TEMPORARY TRANSVERSE MARKINGS, WHITE, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0126 808-03632 7353.000 LFT +AHw- 0.50000 3676.50+AHw- 0.45000 3308.85+AHw- 0.39000 2867.67 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0127 808-05534 7507.000 LFT +AHw- 1.00000 7507.00+AHw- 0.90000 6756.30+AHw- 0.80000 6005.60 LINE, EPOXY, SOLID, WHITE, 8 IN. +AHw- +AHw- +AHw- 0128 808-06194 610.000 LFT +AHw- 1.50000 915.00+AHw- 4.75000 2897.50+AHw- 1.36000 829.60 LINE, EPOXY, SOLID, WHITE, 12 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -9 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1364963 +AHw-( 3 ) 35-0175870 +AHw-RIETH RILEY CONSTRUCTION +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 808-06716 15000.000 LFT +AHw- 0.30000 4500.00+AHw- 0.45000 6750.00+AHw- 0.30000 4500.00 LINE, REMOVE +AHw- +AHw- +AHw- 0130 808-74805 146.000 LFT +AHw- 3.50000 511.00+AHw- 9.50000 1387.00+AHw- 3.25000 474.50 TRANSVERSE MARKINGS, EPOXY, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0131 808-74807 7.000 EACH +AHw- 125.00000 875.00+AHw- 155.00000 1085.00+AHw- 125.00000 875.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE +AHw- +AHw- +AHw- INDICATIONS ARROWS +AHw- +AHw- +AHw- 0132 808-75996 84.000 EACH +AHw- 26.00000 2184.00+AHw- 15.00000 1260.00+AHw- 7.20000 604.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0133 808-75998 84.000 EACH +AHw- 17.00000 1428.00+AHw- 24.00000 2016.00+AHw- 35.75000 3003.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0134 701-06027 2.000 EACH +AHw- 500.00000 1000.00+AHw- 2500.00000 5000.00+AHw- 500.00000 1000.00 TEST PILE +AHw- +AHw- +AHw- 0135 701-06012 2.000 EACH +AHw- 760.00000 1520.00+AHw- 2500.00000 5000.00+AHw- 760.00000 1520.00 TEST PILE, RESTRIKE +AHw- +AHw- +AHw- 0136 503-05310 118.600 LFT +AHw- 140.00000 16604.00+AHw- 160.00000 18976.00+AHw- 190.00000 22534.00 TERMINAL JOINT +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 3,313,301.00+AHw- +ACQ- 3,520,426.54+AHw- +ACQ- 3,770,033.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 3,313,301.00+AHw- +ACQ- 3,520,426.54+AHw- +ACQ- 3,770,033.95 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -10 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +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 INTERCHANGE MODIFICATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 65000.00000 65000.00+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 2.000 EACH +AHw- 100.00000 200.00+AHw- +AHw- RADIO +AHw- +AHw- +AHw- 0003 105-07039 15.000 MOS +AHw- 2300.00000 34500.00+AHw- +AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0004 105-08520 1.000 EACH +AHw- 100.00000 100.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 9.000 MOS +AHw- 125.00000 1125.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 9.000 MOS +AHw- 125.00000 1125.00+AHw- +AHw- RADIO SERVICE +AHw- +AHw- +AHw- 0007 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0008 109-08359 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- LIQUIDATED DAMAGES +AHw- +AHw- +AHw- 0009 109-08360 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- CONTRACT LIENS +AHw- +AHw- +AHw- 0010 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0011 109-08441 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, PCCP +AHw- +AHw- +AHw- 0012 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0013 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0014 109-08463 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- PROJECT ESTIMATE ADJUSTMENT +AHw- +AHw- +AHw- 0015 110-01001 LUMP +AHw- 202000.00000 202000.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0016 201-52370 LUMP +AHw- 25000.00000 25000.00+AHw- +AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0017 202-01261 1.000 EACH +AHw- 2600.00000 2600.00+AHw- +AHw- TESTING FOR ASBESTOS +AHw- +AHw- +AHw- 0018 202-02240 5012.900 SYS +AHw- 9.24000 46319.20+AHw- +AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -11 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +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 202-02241 440.000 LFT +AHw- 4.92000 2164.80+AHw- +AHw- GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0020 202-51328 LUMP +AHw- 176972.24000 176972.24+AHw- +AHw- PRESENT STRUCTURE, REMOVE PORTIONS +AHw- +AHw- +AHw- 0021 202-51368 286.000 SYS +AHw- 33.33000 9532.38+AHw- +AHw- SLOPEWALL, REMOVE +AHw- +AHw- +AHw- 0022 202-74040 2.000 EACH +AHw- 373.87000 747.74+AHw- +AHw- SIGN AND SUPPORTS, WIDE FLANGE, REMOVE +AHw- +AHw- +AHw- 0023 202-74045 34.000 EACH +AHw- 40.05000 1361.70+AHw- +AHw- SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0024 202-93974 2.000 EACH +AHw- 1562.19000 3124.38+AHw- +AHw- OVERHEAD SIGN STRUCTURE, CANTILEVER +AHw- +AHw- +AHw- DOUBLE ARM, REMOVE +AHw- +AHw- +AHw- 0025 202-95027 2.000 EACH +AHw- 517.50000 1035.00+AHw- +AHw- IMPACT ATTENUATOR, REMOVE +AHw- +AHw- +AHw- 0026 203-02000 6744.000 CYS +AHw- 18.51000 124831.44+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0027 203-02070 2368.000 CYS +AHw- 19.90000 47123.20+AHw- +AHw- BORROW +AHw- +AHw- +AHw- 0028 205-06937 508.000 LFT +AHw- 2.79000 1417.32+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0029 206-51230 66.700 CYS +AHw- 55.83000 3723.86+AHw- +AHw- EXCAVATION, FOUNDATION, UNCLASSIFIED +AHw- +AHw- +AHw- 0030 207-08263 15127.000 SYS +AHw- 10.85000 164127.95+AHw- +AHw- SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0031 210-08372 1.000 EACH +AHw- 27713.62000 27713.62+AHw- +AHw- ROADWAY WEATHER INFORMATION SYSTEM , +AHw- +AHw- +AHw- RELOCATE +AHw- +AHw- +AHw- 0032 211-06467 158.000 CYS +AHw- 103.75000 16392.50+AHw- +AHw- AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0033 211-07454 49.900 CYS +AHw- 36.20000 1806.38+AHw- +AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0034 301-07448 215.000 TON +AHw- 47.68000 10251.20+AHw- +AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0035 302-06464 3206.000 CYS +AHw- 51.78000 166006.68+AHw- +AHw- SUBBASE FOR PCCP +AHw- +AHw- +AHw- 0036 304-07494 524.000 TON +AHw- 103.62000 54296.88+AHw- +AHw- WIDENING WITH HMA, TYPE C , TEMPORARY +AHw- +AHw- +AHw- 0037 306-08034 281.000 SYS +AHw- 5.87000 1649.47+AHw- +AHw- MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -12 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +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 306-08041 1614.000 SYS +AHw- 3.29000 5310.06+AHw- +AHw- MILLING, PCCP , 1 1/2 IN. +AHw- +AHw- +AHw- 0039 401-05467 1142.000 LFT +AHw- 3.02000 3448.84+AHw- +AHw- MILLED HMA CORRUGATIONS +AHw- +AHw- +AHw- 0040 401-07328 23.000 TON +AHw- 214.56000 4934.88+AHw- +AHw- QC/QA-HMA, 3, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0041 401-07398 41.000 TON +AHw- 128.34000 5261.94+AHw- +AHw- QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0042 402-07434 229.000 TON +AHw- 104.25000 23873.25+AHw- +AHw- HMA SURFACE, TYPE C +AHw- +AHw- +AHw- 0043 402-07439 31.000 TON +AHw- 159.67000 4949.77+AHw- +AHw- HMA INTERMEDIATE, TYPE C +AHw- +AHw- +AHw- 0044 402-07442 435.000 TON +AHw- 74.39000 32359.65+AHw- +AHw- HMA BASE, TYPE C +AHw- +AHw- +AHw- 0045 406-05521 3549.000 SYS +AHw- 0.20000 709.80+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0046 501-06266 LUMP +AHw- 2753.03000 2753.03+AHw- +AHw- PROFILOGRAPH, PCCP +AHw- +AHw- +AHw- 0047 501-06320 3225.000 LFT +AHw- 2.59000 8352.75+AHw- +AHw- MILLED PCCP CORRUGATIONS +AHw- +AHw- +AHw- 0048 501-06727 LUMP +AHw- 1295.00000 1295.00+AHw- +AHw- CORING, PCCP +AHw- +AHw- +AHw- 0049 501-08196 11758.000 SYS +AHw- 65.50000 770149.00+AHw- +AHw- QC/QA-PCCP, 12.5 IN. +AHw- +AHw- +AHw- 0050 503-03489 454.000 EACH +AHw- 15.53000 7050.62+AHw- +AHw- RETROFITTED TIE BARS +AHw- +AHw- +AHw- 0051 503-05240 5916.000 LFT +AHw- 9.08000 53717.28+AHw- +AHw- D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0052 601-01522 4.000 EACH +AHw- 1863.00000 7452.00+AHw- +AHw- GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0053 601-06233 2.000 EACH +AHw- 8124.75000 16249.50+AHw- +AHw- IMPACT ATTENUATOR, ED, W1, TL-3 +AHw- +AHw- +AHw- 0055 601-94689 4.000 EACH +AHw- 2484.00000 9936.00+AHw- +AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0056 601-99105 188.000 LFT +AHw- 16.82000 3162.16+AHw- +AHw- GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0057 602-06729 36.000 EACH +AHw- 12.42000 447.12+AHw- +AHw- BARRIER DELINEATOR +AHw- +AHw- +AHw- 0058 605-06245 1244.000 SYS +AHw- 53.25000 66243.00+AHw- +AHw- CENTER CURB, B, CONCRETE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -13 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 609-09231 538.300 SYS +AHw- 99.12000 53356.30+AHw- +AHw- REINFORCED CONCRETE BRIDGE APPROACH, 12 +AHw- +AHw- +AHw- 5 IN. +AHw- +AHw- +AHw- 0060 610-07486 151.000 TON +AHw- 78.73000 11888.23+AHw- +AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0061 615-06515 5.000 EACH +AHw- 144.90000 724.50+AHw- +AHw- MONUMENT, D +AHw- +AHw- +AHw- 0062 616-02320 406.900 SYS +AHw- 1.92000 781.25+AHw- +AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0063 616-06405 94.000 TON +AHw- 48.70000 4577.80+AHw- +AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0064 616-51367 320.200 SYS +AHw- 77.13000 24697.03+AHw- +AHw- SLOPEWALL, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0065 621-01004 2.000 EACH +AHw- 284.63000 569.26+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0066 621-06545 1.200 TON +AHw- 657.23000 788.68+AHw- +AHw- FERTILIZER +AHw- +AHw- +AHw- 0067 621-06553 408.000 LBS +AHw- 3.46000 1411.68+AHw- +AHw- SEED MIXTURE, R +AHw- +AHw- +AHw- 0068 621-06557 192.000 LBS +AHw- 4.12000 791.04+AHw- +AHw- SEED MIXTURE, T +AHw- +AHw- +AHw- 0069 621-06565 10.000 TON +AHw- 496.80000 4968.00+AHw- +AHw- MULCHING MATERIAL +AHw- +AHw- +AHw- 0070 621-06567 2.200 kGAL +AHw- 10.35000 22.77+AHw- +AHw- WATER +AHw- +AHw- +AHw- 0071 621-06574 548.600 SYS +AHw- 4.81000 2638.77+AHw- +AHw- SODDING +AHw- +AHw- +AHw- 0072 701-06011 2.000 EACH +AHw- 4063.09000 8126.18+AHw- +AHw- DYNAMIC PILE LOAD TEST +AHw- +AHw- +AHw- 0073 701-96089 1448.000 LFT +AHw- 50.99000 73833.52+AHw- +AHw- PILE, CONCRETE, STEEL SHELL ENCASED, 0. +AHw- +AHw- +AHw- 250 IN., 14 IN. +AHw- +AHw- +AHw- 0074 702-51005 82.400 CYS +AHw- 725.00000 59740.00+AHw- +AHw- CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0075 702-51015 80.800 CYS +AHw- 325.00000 26260.00+AHw- +AHw- CONCRETE, B, FOOTINGS +AHw- +AHw- +AHw- 0076 702-51863 256.000 EACH +AHw- 7.39000 1891.84+AHw- +AHw- FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -14 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 703-51030 4612.000 LBS +AHw- 0.88000 4058.56+AHw- +AHw- REINFORCING STEEL +AHw- +AHw- +AHw- 0078 703-51032 161331.000 LBS +AHw- 0.94000 151651.14+AHw- +AHw- REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0079 703-97936 2122.000 EACH +AHw- 13.68000 29028.96+AHw- +AHw- THREADED TIE BAR ASSEMBLY, EPOXY COATED +AHw- +AHw- +AHw- 0080 704-51002 573.900 CYS +AHw- 725.00000 416077.50+AHw- +AHw- CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0081 706-05732 4.000 EACH +AHw- 1649.58000 6598.32+AHw- +AHw- CONCRETE BRIDGE RAILING TRANSITION, TBC +AHw- +AHw- +AHw- 0082 706-51020 55.300 CYS +AHw- 473.37000 26177.36+AHw- +AHw- CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0083 708-51813 100.000 SFT +AHw- 207.00000 20700.00+AHw- +AHw- PNEUMATICALLY PLACED MORTAR +AHw- +AHw- +AHw- 0084 708-51814 100.000 SFT +AHw- 5.18000 518.00+AHw- +AHw- WELDED STEEL WIRE FABRIC +AHw- +AHw- +AHw- 0085 709-51821 LUMP +AHw- 10999.98000 10999.98+AHw- +AHw- SURFACE SEAL +AHw- +AHw- +AHw- 0086 711-01786 48.000 EACH +AHw- 28.15000 1351.20+AHw- +AHw- STRUCTURAL STEEL DRILLING, 1 IN. DIA. +AHw- +AHw- +AHw- HOLE +AHw- +AHw- +AHw- 0087 711-51038 LUMP +AHw- 217030.77000 217030.77+AHw- +AHw- STRUCTURAL STEEL +AHw- +AHw- +AHw- 0088 711-51877 LUMP +AHw- 17241.18000 17241.18+AHw- +AHw- JACKING AND SUPPORTING BEAMS +AHw- +AHw- +AHw- 0089 715-05048 4284.000 LFT +AHw- 3.16000 13537.44+AHw- +AHw- PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0090 715-05053 430.000 LFT +AHw- 16.82000 7232.60+AHw- +AHw- PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0091 715-05156 32.000 LFT +AHw- 85.19000 2726.08+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0092 715-05169 39.000 LFT +AHw- 33.16000 1293.24+AHw- +AHw- PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0093 715-05175 6.000 LFT +AHw- 102.66000 615.96+AHw- +AHw- PIPE, TYPE 3, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0094 715-05407 40.000 LFT +AHw- 32.13000 1285.20+AHw- +AHw- PIPE, END BENT DRAIN, 6 IN. +AHw- +AHw- +AHw- 0095 715-46005 2.000 EACH +AHw- 302.06000 604.12+AHw- +AHw- PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -15 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +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 715-46030 2.000 EACH +AHw- 1116.92000 2233.84+AHw- +AHw- PIPE END SECTION, 30 IN. +AHw- +AHw- +AHw- 0097 715-97122 700.000 LFT +AHw- 0.61000 427.00+AHw- +AHw- PIPE, PVC, 2 IN. +AHw- +AHw- +AHw- 0098 718-06528 11.000 EACH +AHw- 698.63000 7684.93+AHw- +AHw- OUTLET PROTECTOR, 1 +AHw- +AHw- +AHw- 0099 718-06532 3000.000 LFT +AHw- 1.09000 3270.00+AHw- +AHw- VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0100 718-52610 386.000 CYS +AHw- 36.33000 14023.38+AHw- +AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0101 718-99153 4827.000 SYS +AHw- 1.86000 8978.22+AHw- +AHw- GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0102 720-95422 1.000 EACH +AHw- 4472.98000 4472.98+AHw- +AHw- MANHOLE, J4 +AHw- +AHw- +AHw- 0103 801-01093 4.000 EACH +AHw- 1190.25000 4761.00+AHw- +AHw- TEMPORARY WORKSITE SPEED LIMIT SIGN +AHw- +AHw- +AHw- ASSEMBLY +AHw- +AHw- +AHw- 0104 801-03290 4.000 EACH +AHw- 170.78000 683.12+AHw- +AHw- CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0105 801-06203 20985.000 LFT +AHw- 0.21000 4406.85+AHw- +AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0106 801-06207 38973.000 LFT +AHw- 0.91000 35465.43+AHw- +AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0107 801-06640 25.000 EACH +AHw- 175.95000 4398.75+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0108 801-06645 12.000 EACH +AHw- 41.40000 496.80+AHw- +AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0109 801-06710 200.000 DAY +AHw- 15.53000 3106.00+AHw- +AHw- FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0110 801-06775 LUMP +AHw- 195558.81000 195558.81+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0111 801-07023 4.000 EACH +AHw- 5123.25000 20493.00+AHw- +AHw- ENERGY ABSORBING TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0112 801-07119 108.000 LFT +AHw- 16.56000 1788.48+AHw- +AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0113 801-08401 614.000 LFT +AHw- 138.22000 84867.08+AHw- +AHw- TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0114 801-08508 670.000 LFT +AHw- 41.87000 28052.90+AHw- +AHw- TEMPORARY TRAFFIC BARRIER, TYPE 2, +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -16 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 801-09133 2.000 EACH +AHw- 10592.19000 21184.38+AHw- +AHw- TEMPORARY CHANGEABLE MESSAGE SIGN +AHw- +AHw- +AHw- 0116 802-05701 448.500 LFT +AHw- 15.56000 6978.66+AHw- +AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0117 802-05706 31.500 LFT +AHw- 15.78000 497.07+AHw- +AHw- SIGN POST, SQUARE, 3, UNREINFORCED +AHw- +AHw- +AHw- ANCHOR BASE +AHw- +AHw- +AHw- 0118 802-07057 544.000 SFT +AHw- 12.42000 6756.48+AHw- +AHw- SIGN, PANEL, WITH LEGEND +AHw- +AHw- +AHw- 0119 802-07158 2.000 EACH +AHw- 3142.74000 6285.48+AHw- +AHw- CANTILEVER TRAFFIC SIGN SUPPORT +AHw- +AHw- +AHw- FOUNDATION, I +AHw- +AHw- +AHw- 0120 802-08456 4.000 EACH +AHw- 398.49000 1593.96+AHw- +AHw- WIDE FLANGE SIGN POST SUPPORT +AHw- +AHw- +AHw- FOUNDATION, VIII +AHw- +AHw- +AHw- 0121 802-76025 236.100 SFT +AHw- 19.17000 4526.04+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0122 802-76035 165.500 SFT +AHw- 19.92000 3296.76+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0123 802-76095 812.000 LBS +AHw- 2.11000 1713.32+AHw- +AHw- STRUCTURAL STEEL, BREAKAWAY +AHw- +AHw- +AHw- 0124 802-76140 2.000 EACH +AHw- 18862.22000 37724.44+AHw- +AHw- OVERHEAD SIGN STRUCTURE, CANTILEVER +AHw- +AHw- +AHw- DOUBLE ARM +AHw- +AHw- +AHw- 0125 808-01428 58.000 LFT +AHw- 3.08000 178.64+AHw- +AHw- TEMPORARY TRANSVERSE MARKINGS, WHITE, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0126 808-03632 7353.000 LFT +AHw- 0.40000 2941.20+AHw- +AHw- LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0127 808-05534 7507.000 LFT +AHw- 0.83000 6230.81+AHw- +AHw- LINE, EPOXY, SOLID, WHITE, 8 IN. +AHw- +AHw- +AHw- 0128 808-06194 610.000 LFT +AHw- 1.41000 860.10+AHw- +AHw- LINE, EPOXY, SOLID, WHITE, 12 IN. +AHw- +AHw- +AHw- 0129 808-06716 15000.000 LFT +AHw- 0.31000 4650.00+AHw- +AHw- LINE, REMOVE +AHw- +AHw- +AHw- 0130 808-74805 146.000 LFT +AHw- 3.36000 490.56+AHw- +AHw- TRANSVERSE MARKINGS, EPOXY, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 121 -17 TABULATION OF BIDS ROUTE : 28 CALL ORDER : 121 CONTRACT ID : IR-29134-A COUNTIES : CLINTON LETTING DATE : 10/17/07 10:00 AM DISTRICT : SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +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 808-74807 7.000 EACH +AHw- 129.38000 905.66+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, EPOXY, LANE +AHw- +AHw- +AHw- INDICATIONS ARROWS +AHw- +AHw- +AHw- 0132 808-75996 84.000 EACH +AHw- 7.45000 625.80+AHw- +AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0133 808-75998 84.000 EACH +AHw- 37.00000 3108.00+AHw- +AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0134 701-06027 2.000 EACH +AHw- 2019.21000 4038.42+AHw- +AHw- TEST PILE +AHw- +AHw- +AHw- 0135 701-06012 2.000 EACH +AHw- 868.75000 1737.50+AHw- +AHw- TEST PILE, RESTRIKE +AHw- +AHw- +AHw- 0136 503-05310 118.600 LFT +AHw- 263.93000 31302.10+AHw- +AHw- TERMINAL JOINT +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 3,998,500.00+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 3,998,500.00+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 125 -1 VENDOR RANKING CALL ORDER : 125 CONTRACT ID : IR-29152-B COUNTIES : MARION LETTING DATE : 10/17/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/13/09 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : IN55001 IN55001 0710586 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR COMPANY +ACQ- 15,377,464.48 100.0000+ACU- 2 31-1323837 SUNESIS CONSTRUCTION COMPANY +ACQ- 16,649,757.19 108.2737+ACU- 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC +ACQ- 16,980,420.77 110.4241+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 125 -2 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 125 CONTRACT ID : IR-29152-B COUNTIES : MARION LETTING DATE : 10/17/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 31-1323837 +AHw-( 3 ) 05-0558668 +AHw-WALSH CONSTR COMPANY +AHw-SUNESIS CONSTRUCTION COMPANY +AHw-WEDDLE BROTHERS HIGHWAY GROUP 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 INTERCHANGE MODIFICATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 1000186.34000 1000186.34+AHw- 230000.00000 230000.00+AHw- 268464.73000 268464.73 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07040 15.000 MOS +AHw- 3500.00000 52500.00+AHw- 1900.00000 28500.00+AHw- 1746.67000 26200.05 FIELD OFFICE, C +AHw- +AHw- +AHw- 0003 105-09198 45.000 MOS +AHw- 350.00000 15750.00+AHw- 165.00000 7425.00+AHw- 226.52000 10193.40 LAPTOP COMPUTER SYSTEM +AHw- +AHw- +AHw- 0004 105-09199 15.000 MOS +AHw- 150.00000 2250.00+AHw- 200.00000 3000.00+AHw- 77.37000 1160.55 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 109-08441 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP +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- 0011 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- 0012 110-01001 LUMP +AHw- 767000.00000 767000.00+AHw- 850000.00000 850000.00+AHw- 849021.04000 849021.04 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0013 201-52370 LUMP +AHw- 614000.00000 614000.00+AHw- 64000.00000 64000.00+AHw- 679216.82000 679216.82 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0014 202-02240 5925.000 SYS +AHw- 15.00000 88875.00+AHw- 2.60000 15405.00+AHw- 16.64000 98592.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0015 202-02240 2900.000 SYS +AHw- 13.00000 37700.00+AHw- 5.00000 14500.00+AHw- 32.74000 94946.00 PAVEMENT REMOVAL , BRICK +AHw- +AHw- +AHw- 0016 202-02286 3.000 EACH +AHw- 310000.00000 930000.00+AHw- 730000.00000 2190000.00+AHw- 973170.70000 2919512.10 PRESENT STRUCTURE, REMOVE +AHw- +AHw- +AHw- 0017 202-04089 17.000 EACH +AHw- 90.00000 1530.00+AHw- 36.00000 612.00+AHw- 25.62000 435.54 SIGN, SHEET, REMOVE +AHw- +AHw- +AHw- 0018 202-04997 LUMP +AHw- 250000.00000 250000.00+AHw- 450000.00000 450000.00+AHw- 298729.30000 298729.30 RAILROAD , BRIDGE SCREEN WALL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 125 -3 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 125 CONTRACT ID : IR-29152-B COUNTIES : MARION LETTING DATE : 10/17/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 31-1323837 +AHw-( 3 ) 05-0558668 +AHw-WALSH CONSTR COMPANY +AHw-SUNESIS CONSTRUCTION COMPANY +AHw-WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-05826 3.000 EACH +AHw- 4000.00000 12000.00+AHw- 9000.00000 27000.00+AHw- 7438.05000 22314.15 UNDERGROUND STORAGE TANK, REMOVE AND +AHw- +AHw- +AHw- DISPOSE, OVER 10000 GAL LONS CAPACITY +AHw- +AHw- +AHw- 0020 202-06580 100.000 CYS +AHw- 65.00000 6500.00+AHw- 90.00000 9000.00+AHw- 83.68000 8368.00 CONTAMINATED SOIL, REMOVE +AHw- +AHw- +AHw- 0021 202-07603 1.000 EACH +AHw- 225.00000 225.00+AHw- 1700.00000 1700.00+AHw- 297.25000 297.25 TESTING FOR WASTE, C +AHw- +AHw- +AHw- 0022 202-51368 900.000 SYS +AHw- 16.00000 14400.00+AHw- 9.00000 8100.00+AHw- 52.56000 47304.00 SLOPEWALL, REMOVE +AHw- +AHw- +AHw- 0023 202-74050 2.000 EACH +AHw- 125.00000 250.00+AHw- 100.00000 200.00+AHw- 87.12000 174.24 SIGN, OVERHEAD, REMOVE +AHw- +AHw- +AHw- 0024 202-74055 4.000 EACH +AHw- 3628.40000 14513.60+AHw- 3500.00000 14000.00+AHw- 3052.42000 12209.68 OVERHEAD SIGN STRUCTURE, BOX TRUSS, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0025 202-74085 1.000 EACH +AHw- 1200.00000 1200.00+AHw- 1200.00000 1200.00+AHw- 1009.62000 1009.62 OVERHEAD SIGN STRUCTURE, TWIN +AHw- +AHw- +AHw- CANTILEVER, REMOVE +AHw- +AHw- +AHw- 0026 202-78515 LUMP +AHw- 1800.00000 1800.00+AHw- 1600.00000 1600.00+AHw- 1455.49000 1455.49 TRAFFIC SIGNAL EQUIPMENT, REMOVE , +AHw- +AHw- +AHw- LOCATION NO. 1 +AHw- +AHw- +AHw- 0027 202-78515 LUMP +AHw- 1800.00000 1800.00+AHw- 1600.00000 1600.00+AHw- 1455.49000 1455.49 TRAFFIC SIGNAL EQUIPMENT, REMOVE , +AHw- +AHw- +AHw- LOCATION NO. 2 +AHw- +AHw- +AHw- 0028 202-78515 LUMP +AHw- 1800.00000 1800.00+AHw- 1600.00000 1600.00+AHw- 1455.49000 1455.49 TRAFFIC SIGNAL EQUIPMENT, REMOVE , +AHw- +AHw- +AHw- LOCATION NO. 3 +AHw- +AHw- +AHw- 0029 202-78515 LUMP +AHw- 1800.00000 1800.00+AHw- 1600.00000 1600.00+AHw- 1455.49000 1455.49 TRAFFIC SIGNAL EQUIPMENT, REMOVE , +AHw- +AHw- +AHw- LOCATION NO. 4 +AHw- +AHw- +AHw- 0030 202-78515 LUMP +AHw- 1800.00000 1800.00+AHw- 1600.00000 1600.00+AHw- 1455.49000 1455.49 TRAFFIC SIGNAL EQUIPMENT, REMOVE , +AHw- +AHw- +AHw- LOCATION NO. 5 +AHw- +AHw- +AHw- 0031 202-82069 LUMP +AHw- 1200.00000 1200.00+AHw- 1000.00000 1000.00+AHw- 840.49000 840.49 UNDERPASS CIRCUITRY, REMOVE +AHw- +AHw- +AHw- 0032 202-90747 1260.000 LFT +AHw- 85.00000 107100.00+AHw- 47.00000 59220.00+AHw- 103.71000 130674.60 RETAINING WALL, REMOVE +AHw- +AHw- +AHw- 0033 202-91385 92.000 EACH +AHw- 125.00000 11500.00+AHw- 700.00000 64400.00+AHw- 351.86000 32371.12 INLET, REMOVE +AHw- +AHw- +AHw- 0034 202-93047 22.000 EACH +AHw- 250.00000 5500.00+AHw- 700.00000 15400.00+AHw- 704.16000 15491.52 MANHOLE, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 125 -4 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 125 CONTRACT ID : IR-29152-B COUNTIES : MARION LETTING DATE : 10/17/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 31-1323837 +AHw-( 3 ) 05-0558668 +AHw-WALSH CONSTR COMPANY +AHw-SUNESIS CONSTRUCTION COMPANY +AHw-WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 202-94793 50.000 LFT +AHw- 50.00000 2500.00+AHw- 25.00000 1250.00+AHw- 62.64000 3132.00 BARRIER, MEDIAN, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0036 202-96133 4838.000 LFT +AHw- 10.00000 48380.00+AHw- 25.00000 120950.00+AHw- 38.31000 185343.78 PIPE, REMOVE +AHw- +AHw- +AHw- 0037 202-97909 LUMP +AHw- 3800.00000 3800.00+AHw- 4000.00000 4000.00+AHw- 3335.32000 3335.32 TRAFFIC SIGNAL INTERCONNECT, REMOVE +AHw- +AHw- +AHw- 0038 203-02000 36800.000 CYS +AHw- 17.64000 649152.00+AHw- 22.00000 809600.00+AHw- 12.88000 473984.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0039 205-03371 100.000 CYS +AHw- 25.55000 2555.00+AHw- 14.00000 1400.00+AHw- 37.95000 3795.00 SEDIMENT, REMOVE +AHw- +AHw- +AHw- 0040 205-03662 LUMP +AHw- 140050.00000 140050.00+AHw- 150000.00000 150000.00+AHw- 114935.38000 114935.38 IRRIGATION, LANDSCAPE +AHw- +AHw- +AHw- 0041 205-06933 4.000 EACH +AHw- 110.00000 440.00+AHw- 80.00000 320.00+AHw- 301.32000 1205.28 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0042 205-06937 4850.000 LFT +AHw- 5.00000 24250.00+AHw- 1.25000 6062.50+AHw- 3.52000 17072.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0043 207-08263 36095.000 SYS +AHw- 8.00000 288760.00+AHw- 8.00000 288760.00+AHw- 9.93000 358423.35 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0044 207-08266 1065.000 SYS +AHw- 8.00000 8520.00+AHw- 2.50000 2662.50+AHw- 13.22000 14079.30 SUBGRADE TREATMENT, TYPE III +AHw- +AHw- +AHw- 0045 210-07644 6594.000 EACH +AHw- 9.50000 62643.00+AHw- 10.00000 65940.00+AHw- 8.20000 54070.80 CONDUIT , PVC, CONCRETE ENCASED, 3 IN. +AHw- +AHw- +AHw- 0046 210-08372 1.000 EACH +AHw- 28000.00000 28000.00+AHw- 30000.00000 30000.00+AHw- 25501.79000 25501.79 ROADWAY WEATHER INFORMATION SYSTEM +AHw- +AHw- +AHw- 0047 211-07454 10755.400 CYS +AHw- 25.00000 268885.00+AHw- 20.00000 215108.00+AHw- 24.74000 266088.60 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0048 213-04324 100.000 CYS +AHw- 100.00000 10000.00+AHw- 115.00000 11500.00+AHw- 134.79000 13479.00 FLOWABLE FILL +AHw- +AHw- +AHw- 0049 301-07448 1335.000 TON +AHw- 35.00000 46725.00+AHw- 55.00000 73425.00+AHw- 20.47000 27327.45 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0050 303-01180 75.000 TON +AHw- 45.00000 3375.00+AHw- 40.00000 3000.00+AHw- 21.34000 1600.50 COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0051 303-04489 1045.000 TON +AHw- 24.00000 25080.00+AHw- 16.00000 16720.00+AHw- 18.55000 19384.75 COMPACTED CRUSHED AGGREGATE, 8 +AHw- +AHw- +AHw- 0052 304-07493 44.000 TON +AHw- 240.00000 10560.00+AHw- 145.00000 6380.00+AHw- 140.98000 6203.12 WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0053 304-07783 465.000 TON +AHw- 160.00000 74400.00+AHw- 125.00000 58125.00+AHw- 90.42000 42045.30 HMA PATCHING, TYPE D +AHw- +AHw- +AHw- 0054 305-07458 593.000 SYS +AHw- 95.00000 56335.00+AHw- 55.00000 32615.00+AHw- 96.13000 57005.09 PCC BASE, 10 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/22/08 PAGE : 125 -5 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 125 CONTRACT ID : IR-29152-B COUNTIES : MARION LETTING DATE : 10/17/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 31-1323837 +AHw-( 3 ) 05-0558668 +AHw-WALSH CONSTR COMPANY +AHw-SUNESIS CONSTRUCTION COMPANY +AHw-WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 305-09174 163.000 SYS +AHw- 90.00000 14670.00+AHw- 41.00000 6683.00+AHw- 86.14000 14040.82 PCC BASE, 4 IN. +AHw- +AHw- +AHw- 0056 306-08034 14770.000 SYS +AHw- 3.50000 51695.00+AHw- 0.75000 11077.50+AHw- 1.39000 20530.30 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0057 306-08041 2.000 SYS +AHw- 1000.00000 2000.00+AHw- 30000.00000 60000.00+AHw- 770.58000 1541.16 MILLING, PCCP , TUNNEL FLOOR +AHw- +AHw- +AHw- 0058 401-07321 1720.000 TON +AHw- 53.93000 92759.60+AHw- 55.00000 94600.00+AHw- 54.97000 94548.40 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0059 401-07328 1915.000 TON +AHw- 63.09000 120817.35+AHw- 63.00000 120645.00+AHw- 64.83000 124149.45 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0060 401-07390 2605.000 TON +AHw- 48.84000 127228.20+AHw- 50.00000 130250.00+AHw- 49.33000 128504.65 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0061 401-07398 1425.000 TON +AHw- 54.44000 77577.00+AHw- 55.00000 78375.00+AHw- 54.09000 77078.25 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0062 401-07407 4175.000 TON +AHw- 43.06000 179775.50+AHw- 44.00000 183700.00+AHw- 43.57000 181904.75 QC/QA-HMA, 2, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0063 401-07408 2280.000 TON +AHw- 46.81000 106726.80+AHw- 48.00000 109440.00+AHw- 47.44000 108163.20 QC/QA-HMA, 3, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0064 401-07423 3185.000 TON +AHw- 46.81000 149089.85+AHw- 49.00000 156065.00+AHw- 63.80000 203203.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0065 401-07424 1800.000 TON +AHw- 47.83000 86094.00+AHw- 48.00000 86400.00+AHw- 59.63000 107334.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0066 401-07429 4510.000 TON +AHw- 53.68000 242096.80+AHw- 55.00000 248050.00+AHw- 53.66000 242006.60 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0067 406-05520 30.300 TON +AHw- 356.15000 10791.35+AHw- 500.00000 15150.00+AHw- 387.29000 11734.89 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0068 501-03707 76.000 SYS +AHw- 120.00000 9120.00+AHw- 70.00000 5320.00+AHw- 112.30000 8534.80 RAISED CORRUGATED ISLAND, CONCRETE +AHw- +AHw- +AHw- 0069 502-06331 120.000 SYS +AHw- 120.00000 14400.00+AHw- 82.00000 9840.00+AHw- 98.76000 11851.20 PCCP, 14 IN. +AHw- +AHw- +AHw- 0070 503-05240 262.000 LFT +AHw- 25.00000 6550.00+AHw- 26.00000 6812.00+AHw- 18.81000 4928.22