INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/29/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E +ACY- B PAVING, INC. +ACQ- 5,711,846.80 100.0000+ACU- 2 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 5,728,000.00 100.2828+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +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 CRACK AND SEAT PAVEMENT AND ASPHALT RESURFACE, SIGNAL MODERNIZATION AND SIGNS +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 92000.00000 92000.00+AHw- 75000.00000 75000.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07040 13.000 MOS +AHw- 2500.00000 32500.00+AHw- 2600.00000 33800.00+AHw- FIELD OFFICE, C +AHw- +AHw- +AHw- 0003 108-01614 LUMP +AHw- 8295.00000 8295.00+AHw- 9600.00000 9600.00+AHw- PARTNERING OVERHEAD +AHw- +AHw- +AHw- 0004 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0005 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0006 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0007 110-01001 LUMP +AHw- 298227.00000 298227.00+AHw- 279000.00000 279000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0008 201-52370 LUMP +AHw- 114900.00000 114900.00+AHw- 122334.61000 122334.61+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0009 202-02240 11665.000 SYS +AHw- 9.65000 112567.25+AHw- 8.00000 93320.00+AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0010 202-02241 3758.000 LFT +AHw- 1.70000 6388.60+AHw- 1.68000 6313.44+AHw- GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0011 202-02278 6633.000 LFT +AHw- 3.00000 19899.00+AHw- 4.00000 26532.00+AHw- CURB, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0012 202-04089 9.000 EACH +AHw- 30.00000 270.00+AHw- 55.00000 495.00+AHw- SIGN, SHEET, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-51328 LUMP +AHw- 440436.00000 440436.00+AHw- 325000.00000 325000.00+AHw- PRESENT STRUCTURE, REMOVE PORTIONS , +AHw- +AHw- +AHw- STR. NO. 1 +AHw- +AHw- +AHw- 0014 202-51328 LUMP +AHw- 91085.00000 91085.00+AHw- 134000.00000 134000.00+AHw- PRESENT STRUCTURE, REMOVE PORTIONS , +AHw- +AHw- +AHw- STR. NO. 2 +AHw- +AHw- +AHw- 0015 202-51368 80.000 SYS +AHw- 30.00000 2400.00+AHw- 40.00000 3200.00+AHw- SLOPEWALL, REMOVE +AHw- +AHw- +AHw- 0016 202-51822 7559.000 SYS +AHw- 4.91000 37114.69+AHw- 5.50000 41574.50+AHw- BRIDGE DECK OVERLAY, REMOVE +AHw- +AHw- +AHw- 0017 202-60815 668.000 LFT +AHw- 7.50000 5010.00+AHw- 13.00000 8684.00+AHw- CENTER CURB, REMOVE +AHw- +AHw- +AHw- 0018 202-74040 5.000 EACH +AHw- 276.00000 1380.00+AHw- 200.00000 1000.00+AHw- SIGN AND SUPPORTS, WIDE FLANGE, REMOVE +AHw- +AHw- +AHw- 0019 202-74050 2.000 EACH +AHw- 310.00000 620.00+AHw- 65.00000 130.00+AHw- SIGN, OVERHEAD, REMOVE +AHw- +AHw- +AHw- 0020 202-74080 1.000 EACH +AHw- 920.00000 920.00+AHw- 1250.00000 1250.00+AHw- OVERHEAD SIGN STRUCTURE, CANTILEVER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0021 202-93741 1.000 EACH +AHw- 170.00000 170.00+AHw- 230.00000 230.00+AHw- GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0022 202-96022 15.000 EACH +AHw- 300.00000 4500.00+AHw- 715.00000 10725.00+AHw- CONCRETE 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+AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 211-07454 1544.000 CYS +AHw- 22.00000 33968.00+AHw- 15.00000 23160.00+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0032 213-52830 100.000 CYS +AHw- 150.00000 15000.00+AHw- 109.00000 10900.00+AHw- FLOWABLE MORTAR +AHw- +AHw- +AHw- 0033 301-07448 3959.000 TON +AHw- 18.00000 71262.00+AHw- 25.00000 98975.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0034 302-06464 409.000 CYS +AHw- 52.00000 21268.00+AHw- 38.00000 15542.00+AHw- SUBBASE FOR PCCP +AHw- +AHw- +AHw- 0035 302-07455 161.000 CYS +AHw- 50.00000 8050.00+AHw- 45.00000 7245.00+AHw- DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0036 304-07490 29.000 TON +AHw- 90.00000 2610.00+AHw- 100.00000 2900.00+AHw- HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0037 304-07493 393.000 TON +AHw- 70.00000 27510.00+AHw- 70.00000 27510.00+AHw- WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0038 305-07473 7.000 SYS +AHw- 120.00000 840.00+AHw- 333.00000 2331.00+AHw- WIDENING WITH PCC BASE, 10 IN. +AHw- +AHw- +AHw- 0039 306-08039 9971.000 SYS +AHw- 2.29000 22833.59+AHw- 1.40000 13959.40+AHw- MILLING, ASPHALT REMOVAL +AHw- +AHw- +AHw- 0040 306-08043 194.000 SYS +AHw- 2.29000 444.26+AHw- 2.98000 578.12+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0041 311-06465 25653.000 SYS +AHw- 0.60000 15391.80+AHw- 0.62000 15904.86+AHw- PCCP CRACKING AND SEATING +AHw- +AHw- +AHw- 0042 401-06264 LUMP +AHw- 6032.00000 6032.00+AHw- 5000.00000 5000.00+AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0043 401-07332 910.000 TON +AHw- 65.00000 59150.00+AHw- 63.00000 57330.00+AHw- QC/QA-HMA, 1, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0044 401-07333 3074.000 TON +AHw- 60.00000 184440.00+AHw- 54.00000 165996.00+AHw- QC/QA-HMA, 2, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0045 401-07401 365.000 TON +AHw- 57.00000 20805.00+AHw- 56.00000 20440.00+AHw- QC/QA-HMA, 1, 76, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0046 401-07402 4711.000 TON +AHw- 44.00000 207284.00+AHw- 51.00000 240261.00+AHw- QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0047 401-07407 920.000 TON +AHw- 42.00000 38640.00+AHw- 50.00000 46000.00+AHw- QC/QA-HMA, 2, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0048 401-07422 1004.000 TON +AHw- 49.00000 49196.00+AHw- 55.00000 55220.00+AHw- QC/QA-HMA, 1, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0049 401-07423 7462.000 TON +AHw- 40.00000 298480.00+AHw- 46.00000 343252.00+AHw- QC/QA-HMA, 2, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0050 401-07429 962.000 TON +AHw- 45.00000 43290.00+AHw- 64.00000 61568.00+AHw- QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 402-05496 105.000 TON +AHw- 82.00000 8610.00+AHw- 72.00000 7560.00+AHw- HMA FOR ISLANDS +AHw- +AHw- +AHw- 0052 402-07451 5200.000 TON +AHw- 41.30000 214760.00+AHw- 45.00000 234000.00+AHw- HMA, TYPE B, WEDGE AND LEVEL +AHw- +AHw- +AHw- 0053 404-05511 1004.000 SYS +AHw- 6.00000 6024.00+AHw- 5.00000 5020.00+AHw- SEAL COAT, 2 +AHw- +AHw- +AHw- 0054 406-05520 40.000 TON +AHw- 250.00000 10000.00+AHw- 200.00000 8000.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0055 502-06327 1521.000 SYS +AHw- 69.00000 104949.00+AHw- 54.00000 82134.00+AHw- PCCP, 10 IN. +AHw- +AHw- +AHw- 0056 503-03489 11.000 EACH +AHw- 23.00000 253.00+AHw- 86.00000 946.00+AHw- RETROFITTED TIE BARS +AHw- +AHw- +AHw- 0057 503-05240 795.000 LFT +AHw- 25.00000 19875.00+AHw- 6.50000 5167.50+AHw- D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0058 503-05310 127.000 LFT +AHw- 157.11000 19952.97+AHw- 145.00000 18415.00+AHw- TERMINAL JOINT +AHw- +AHw- +AHw- 0059 506-06333 717.000 SYS +AHw- 120.00000 86040.00+AHw- 160.00000 114720.00+AHw- PCCP PATCHING, FULL DEPTH +AHw- +AHw- +AHw- 0060 601-01522 8.000 EACH +AHw- 1500.00000 12000.00+AHw- 1750.00000 14000.00+AHw- GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0061 601-01626 3.000 EACH +AHw- 1400.00000 4200.00+AHw- 1285.00000 3855.00+AHw- GUARDRAIL CONNECTOR SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 2 +AHw- +AHw- +AHw- 0062 601-01846 1.000 EACH +AHw- 1700.00000 1700.00+AHw- 1540.00000 1540.00+AHw- GUARDRAIL TERMINAL SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 3 +AHw- +AHw- +AHw- 0063 601-02103 131.000 LFT +AHw- 21.10000 2764.10+AHw- 18.50000 2423.50+AHw- GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 +AHw- +AHw- +AHw- IN. SPACING +AHw- +AHw- +AHw- 0064 601-02800 4.000 EACH +AHw- 1200.00000 4800.00+AHw- 994.00000 3976.00+AHw- GUARDRAIL TRANSITION, TGT +AHw- +AHw- +AHw- 0065 601-05999 2.000 EACH +AHw- 50.00000 100.00+AHw- 51.00000 102.00+AHw- CURVED TERMINAL END +AHw- +AHw- +AHw- 0066 601-06037 3.000 EACH +AHw- 700.00000 2100.00+AHw- 688.00000 2064.00+AHw- GUARDRAIL END TREATMENT, I +AHw- +AHw- +AHw- 0067 601-94689 2.000 EACH +AHw- 2400.00000 4800.00+AHw- 2100.00000 4200.00+AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0068 601-94690 2.000 EACH +AHw- 3600.00000 7200.00+AHw- 3400.00000 6800.00+AHw- GUARDRAIL END TREATMENT, MS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 601-99105 5230.000 LFT +AHw- 14.30000 74789.00+AHw- 12.50000 65375.00+AHw- GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0070 601-99108 481.000 LFT +AHw- 19.10000 9187.10+AHw- 19.00000 9139.00+AHw- GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. +AHw- +AHw- +AHw- 3 IN. SPACING +AHw- +AHw- +AHw- 0071 602-06729 60.000 EACH +AHw- 8.00000 480.00+AHw- 2.10000 126.00+AHw- BARRIER DELINEATOR +AHw- +AHw- +AHw- 0072 605-06090 160.000 LFT +AHw- 39.00000 6240.00+AHw- 15.00000 2400.00+AHw- CURB, INTEGRAL, CONCRETE +AHw- +AHw- +AHw- 0073 605-06095 863.000 LFT +AHw- 16.00000 13808.00+AHw- 28.00000 24164.00+AHw- CURB, INTEGRAL, B, CONCRETE +AHw- +AHw- +AHw- 0074 605-06120 5607.000 LFT +AHw- 11.93000 66891.51+AHw- 12.00000 67284.00+AHw- CURB, CONCRETE +AHw- +AHw- +AHw- 0075 605-06121 1018.000 LFT +AHw- 18.97000 19311.46+AHw- 20.00000 20360.00+AHw- CURB, CONCRETE, B +AHw- +AHw- +AHw- 0076 605-06121 7182.000 LFT +AHw- 11.66000 83742.12+AHw- 11.50000 82593.00+AHw- CURB, CONCRETE, B , MODIFIED +AHw- +AHw- +AHw- 0077 605-06225 198.000 LFT +AHw- 50.91000 10080.18+AHw- 63.00000 12474.00+AHw- CENTER CURB, B, CONCRETE, MODIFIED +AHw- +AHw- +AHw- 0078 605-06235 488.000 LFT +AHw- 27.34000 13341.92+AHw- 40.00000 19520.00+AHw- CENTER CURB, D, CONCRETE, MODIFIED +AHw- +AHw- +AHw- 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18314.16+AHw- 39.00000 32058.00+AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 616-06451 220.000 TON +AHw- 35.00000 7700.00+AHw- 82.00000 18040.00+AHw- RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0089 616-51367 80.000 SYS +AHw- 55.00000 4400.00+AHw- 110.00000 8800.00+AHw- SLOPEWALL, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0090 621-01004 2.000 EACH +AHw- 250.00000 500.00+AHw- 433.00000 866.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0091 621-06545 2.000 TON +AHw- 750.00000 1500.00+AHw- 1820.00000 3640.00+AHw- FERTILIZER +AHw- +AHw- +AHw- 0092 621-06554 531.000 LBS +AHw- 4.00000 2124.00+AHw- 2.70000 1433.70+AHw- SEED MIXTURE, U +AHw- +AHw- +AHw- 0093 621-06557 506.000 LBS +AHw- 2.50000 1265.00+AHw- 1.35000 683.10+AHw- SEED MIXTURE, T +AHw- +AHw- +AHw- 0094 621-06565 14.000 TON +AHw- 300.00000 4200.00+AHw- 200.00000 2800.00+AHw- MULCHING MATERIAL +AHw- +AHw- +AHw- 0095 621-06567 1.000 kGAL +AHw- 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78.50000 143812.00+AHw- 78.00000 142896.00+AHw- RAILING, CF-1 +AHw- +AHw- +AHw- 0104 706-06349 363.000 LFT +AHw- 90.00000 32670.00+AHw- 100.00000 36300.00+AHw- RAILING, TX +AHw- +AHw- +AHw- 0105 706-51020 349.000 CYS +AHw- 565.20000 197254.80+AHw- 650.00000 226850.00+AHw- CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0106 709-51821 LUMP +AHw- 9260.00000 9260.00+AHw- 6500.00000 6500.00+AHw- SURFACE SEAL , STR. +ACM-1 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : 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NO. 2 +AHw- +AHw- +AHw- 0108 715-01662 503.000 LFT +AHw- 11.50000 5784.50+AHw- 23.00000 11569.00+AHw- PIPE CLEANING, 12 IN. TO 48 IN. DIA. +AHw- +AHw- +AHw- 0109 715-05048 8096.000 LFT +AHw- 4.20000 34003.20+AHw- 4.40000 35622.40+AHw- PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0110 715-05053 241.000 LFT +AHw- 11.00000 2651.00+AHw- 15.00000 3615.00+AHw- PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0111 715-05149 1473.000 LFT +AHw- 42.00000 61866.00+AHw- 33.00000 48609.00+AHw- PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0112 715-05151 224.000 LFT +AHw- 46.00000 10304.00+AHw- 40.00000 8960.00+AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0113 715-05154 484.000 LFT +AHw- 120.00000 58080.00+AHw- 52.00000 25168.00+AHw- PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0114 715-05217 86.000 LFT +AHw- 40.00000 3440.00+AHw- 46.00000 3956.00+AHw- PIPE, TYPE 5, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0115 715-05218 64.000 LFT +AHw- 44.00000 2816.00+AHw- 37.00000 2368.00+AHw- PIPE, TYPE 5, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0116 715-06611 19.000 LFT +AHw- 200.00000 3800.00+AHw- 55.00000 1045.00+AHw- PIPE EXTENSION, DEFORMED, 1.6 SQ. FT. +AHw- +AHw- +AHw- 0117 715-41045 328.000 LFT +AHw- 42.00000 13776.00+AHw- 42.00000 13776.00+AHw- PIPE, REINFORCED CONCRETE, 12 IN. +AHw- +AHw- +AHw- 0118 715-46000 6.000 EACH +AHw- 265.00000 1590.00+AHw- 872.00000 5232.00+AHw- PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- 0119 715-46005 1.000 EACH +AHw- 290.00000 290.00+AHw- 897.00000 897.00+AHw- PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0120 715-46020 1.000 EACH +AHw- 482.00000 482.00+AHw- 1081.00000 1081.00+AHw- PIPE END SECTION, 24 IN. +AHw- +AHw- +AHw- 0121 715-46050 2.000 EACH +AHw- 482.00000 964.00+AHw- 1086.00000 2172.00+AHw- PIPE END SECTION, MIN. AREA 1.6 SQ. FT. +AHw- +AHw- +AHw- 0122 715-91361 220.000 LFT +AHw- 24.75000 5445.00+AHw- 9.00000 1980.00+AHw- PIPE, PVC, 6 IN. +AHw- +AHw- +AHw- 0123 718-06526 50.000 TON +AHw- 97.00000 4850.00+AHw- 136.00000 6800.00+AHw- HMA FOR UNDERDRAINS +AHw- +AHw- +AHw- 0124 718-06529 3.000 EACH +AHw- 600.00000 1800.00+AHw- 728.00000 2184.00+AHw- OUTLET PROTECTOR, 2 +AHw- +AHw- +AHw- 0125 718-06532 3300.000 LFT +AHw- 1.00000 3300.00+AHw- 1.00000 3300.00+AHw- VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0126 718-52610 616.000 CYS +AHw- 39.00000 24024.00+AHw- 52.00000 32032.00+AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : 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11.000 EACH +AHw- 2100.00000 23100.00+AHw- 1900.00000 20900.00+AHw- INLET, J10, MODIFIED +AHw- +AHw- +AHw- 0130 720-45155 9.000 EACH +AHw- 2000.00000 18000.00+AHw- 1580.00000 14220.00+AHw- INLET, M10, MODIFIED +AHw- +AHw- +AHw- 0131 720-45265 3.000 EACH +AHw- 1200.00000 3600.00+AHw- 1460.00000 4380.00+AHw- PIPE CATCH BASIN, 15 IN. +AHw- +AHw- +AHw- 0132 720-45410 2.000 EACH +AHw- 4000.00000 8000.00+AHw- 3000.00000 6000.00+AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0133 720-90984 1.000 EACH +AHw- 4400.00000 4400.00+AHw- 2600.00000 2600.00+AHw- MANHOLE, C2 +AHw- +AHw- +AHw- 0134 720-93411 3.000 EACH +AHw- 2800.00000 8400.00+AHw- 2240.00000 6720.00+AHw- INLET, C15, MODIFIED +AHw- +AHw- +AHw- 0135 720-99303 5.000 EACH +AHw- 600.00000 3000.00+AHw- 76.00000 380.00+AHw- CLEANOUT PROTECTORS +AHw- +AHw- +AHw- 0136 722-51401 81.000 SFT +AHw- 30.00000 2430.00+AHw- 150.00000 12150.00+AHw- BRIDGE DECK PATCHING, FULL DEPTH +AHw- +AHw- +AHw- 0137 722-51842 8305.000 SYS +AHw- 22.58000 187526.90+AHw- 37.00000 307285.00+AHw- BRIDGE DECK OVERLAY +AHw- +AHw- +AHw- 0138 722-51846 48.000 CYS +AHw- 330.00000 15840.00+AHw- 330.00000 15840.00+AHw- BRIDGE DECK OVERLAY, ADDITIONAL +AHw- +AHw- +AHw- 0139 722-51852 3737.000 SFT +AHw- 10.32000 38565.84+AHw- 12.00000 44844.00+AHw- BRIDGE DECK PATCHING, PARTIAL DEPTH +AHw- +AHw- +AHw- 0140 724-51925 359.000 LFT +AHw- 109.61000 39349.99+AHw- 97.00000 34823.00+AHw- STRUCTURAL EXPANSION JOINT, SS +AHw- +AHw- +AHw- 0141 732-07653 1504.000 TON +AHw- 25.00000 37600.00+AHw- 30.00000 45120.00+AHw- COARSE AGGREGATE, NO. 8 +AHw- +AHw- +AHw- 0142 801-01504 18.000 EACH +AHw- 45.00000 810.00+AHw- 63.00000 1134.00+AHw- TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- LANE INDICATION ARROW +AHw- +AHw- +AHw- 0143 801-01505 13.000 EACH +AHw- 55.00000 715.00+AHw- 84.00000 1092.00+AHw- TEMPORARY PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- WORD (ONLY) +AHw- +AHw- +AHw- 0144 801-02595 3.000 EACH +AHw- 185.00000 555.00+AHw- 380.00000 1140.00+AHw- CONTROLLER, RESET TIMING 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PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 801-04308 16.000 EACH +AHw- 295.00000 4720.00+AHw- 98.00000 1568.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0147 801-06196 8.000 EACH +AHw- 198.00000 1584.00+AHw- 155.00000 1240.00+AHw- DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE +AHw- +AHw- +AHw- ROUTES +AHw- +AHw- +AHw- 0148 801-06203 53340.000 LFT +AHw- 0.13000 6934.20+AHw- 0.11000 5867.40+AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0149 801-06207 19288.000 LFT +AHw- 0.93000 17937.84+AHw- 1.05000 20252.40+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0150 801-06211 2.000 EACH +AHw- 85.00000 170.00+AHw- 155.00000 310.00+AHw- TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- REMOVABLE, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0151 801-06469 2540.000 LFT +AHw- 1.86000 4724.40+AHw- 1.05000 2667.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 8 IN. +AHw- +AHw- +AHw- 0152 801-06577 500.000 LFT +AHw- 5.58000 2790.00+AHw- 8.40000 4200.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0153 801-06625 59.000 EACH +AHw- 150.00000 8850.00+AHw- 67.00000 3953.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0154 801-06640 65.000 EACH +AHw- 150.00000 9750.00+AHw- 66.00000 4290.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0155 801-06645 5.000 EACH +AHw- 85.00000 425.00+AHw- 31.00000 155.00+AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0156 801-06710 240.000 DAY +AHw- 18.00000 4320.00+AHw- 16.00000 3840.00+AHw- FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0157 801-06775 LUMP +AHw- 127654.82000 127654.82+AHw- 100000.00000 100000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0158 801-07024 4.000 EACH +AHw- 4400.00000 17600.00+AHw- 5000.00000 20000.00+AHw- ENERGY ABSORBING TERMINAL, CZ, TL-3 +AHw- +AHw- +AHw- 0159 801-07118 564.000 LFT +AHw- 11.75000 6627.00+AHw- 7.00000 3948.00+AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0160 801-07119 120.000 LFT +AHw- 14.95000 1794.00+AHw- 7.00000 840.00+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0161 801-07612 500.000 LFT +AHw- 0.78000 390.00+AHw- 3.10000 1550.00+AHw- TEMPORARY PAVEMENT MARKING, 24 IN. +AHw- +AHw- +AHw- 0162 801-08389 2060.000 LFT +AHw- 23.00000 47380.00+AHw- 17.00000 35020.00+AHw- TEMPORARY TRAFFIC BARRIER, ANCHORED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : 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X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0174 805-01842 9.000 EACH +AHw- 685.00000 6165.00+AHw- 650.00000 5850.00+AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0175 805-01844 1530.000 LFT +AHw- 14.00000 21420.00+AHw- 12.50000 19125.00+AHw- CONDUIT, STEEL, GALVANIZED, 2 IN., +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0176 805-02087 LUMP +AHw- 788.00000 788.00+AHw- 420.00000 420.00+AHw- TRANSPORTATION OF SALVAGEABLE SIGNAL +AHw- +AHw- +AHw- EQUIPMENT +AHw- +AHw- +AHw- 0177 805-02595 1.000 EACH +AHw- 180.00000 180.00+AHw- 380.00000 380.00+AHw- CONTROLLER, RESET TIMING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0178 805-04602 1.000 EACH +AHw- 397.00000 397.00+AHw- 1600.00000 1600.00+AHw- CONTROLLER, REWIRE +AHw- +AHw- +AHw- 0179 805-78100 1.000 EACH +AHw- 9570.00000 9570.00+AHw- 10000.00000 10000.00+AHw- CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0180 805-78205 8.000 EACH +AHw- 575.00000 4600.00+AHw- 520.00000 4160.00+AHw- TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. 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0190 805-78925 1.000 EACH +AHw- 788.00000 788.00+AHw- 760.00000 760.00+AHw- CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0191 805-81032 4.000 EACH +AHw- 3242.00000 12968.00+AHw- 3264.00000 13056.00+AHw- SIGNAL STRAIN POLE, STEEL, 30 FT. +AHw- +AHw- +AHw- 0192 805-92504 11.000 EACH +AHw- 311.00000 3421.00+AHw- 195.00000 2145.00+AHw- LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0193 807-04922 15.000 EACH +AHw- 522.00000 7830.00+AHw- 780.00000 11700.00+AHw- LIGHT STANDARD FOUNDATION +AHw- +AHw- +AHw- 0194 807-08214 5315.000 LFT +AHw- 5.50000 29232.50+AHw- 5.50000 29232.50+AHw- CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR +AHw- +AHw- +AHw- ELECTRIC +AHw- +AHw- +AHw- 0195 807-82017 1.000 EACH +AHw- 722.00000 722.00+AHw- 475.00000 475.00+AHw- SIGN CIRCUIT INSTALLATION, CANTILEVER, +AHw- +AHw- +AHw- 3 LUMINAIRES +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0196 807-86790 3.000 EACH +AHw- 525.00000 1575.00+AHw- 570.00000 1710.00+AHw- LUMINAIRE, SIGN, MERCURY VAPOR, WITH 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+AHw- 0.80000 486.40+AHw- 1.05000 638.40+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN +AHw- +AHw- +AHw- 0205 808-06716 1490.000 LFT +AHw- 0.95000 1415.50+AHw- 0.53000 789.70+AHw- LINE, REMOVE +AHw- +AHw- +AHw- 0206 808-74807 2.000 EACH +AHw- 190.00000 380.00+AHw- 260.00000 520.00+AHw- PAVEMENT MESSAGE MARKINGS, EPOXY, LANE +AHw- +AHw- +AHw- INDICATIONS ARROWS +AHw- +AHw- +AHw- 0207 808-74808 1.000 EACH +AHw- 270.00000 270.00+AHw- 260.00000 260.00+AHw- PAVEMENT MESSAGE MARKINGS, EPOXY, WORD +AHw- +AHw- +AHw- (ONLY) +AHw- +AHw- +AHw- 0208 808-75245 13754.000 LFT +AHw- 0.32000 4401.28+AHw- 0.27000 3713.58+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0209 808-75297 461.000 LFT +AHw- 4.75000 2189.75+AHw- 3.10000 1429.10+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0210 808-75320 19.000 EACH +AHw- 87.00000 1653.00+AHw- 58.00000 1102.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0211 808-75325 12.000 EACH +AHw- 125.00000 1500.00+AHw- 78.00000 936.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 176 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,504,791.16 ROUTE : 38TH STREET CALL ORDER : 176 CONTRACT ID : R -27620-B COUNTIES : MARION LETTING DATE : 02/22/06 1:00 PM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-E +ACY- B PAVING, INC. +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0212 808-92027 815.000 LFT +AHw- 0.79000 643.85+AHw- 1.05000 855.75+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 8 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 5,711,846.80+AHw- +ACQ- 5,728,000.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 5,711,846.80+AHw- +ACQ- 5,728,000.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 178 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 481,241.03 ROUTE : 231 CALL ORDER : 178 CONTRACT ID : R -27702-C COUNTIES : JASPER LETTING DATE : 02/22/06 1:00 PM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. +ACQ- 499,487.16 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 522,321.32 104.5715+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1106884 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-ELLAS CONSTRUCTION COMPANY, +AHw-RIETH RILEY CONSTRUCTION +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 Category Number 0001 +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 5500.00000 5500.00+AHw- 7500.00000 7500.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 2400.00000 14400.00+AHw- 2250.00000 13500.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 24000.00000 24000.00+AHw- 26000.00000 26000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 14400.00000 14400.00+AHw- 15000.00000 15000.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-01000 LUMP +AHw- 62150.00000 62150.00+AHw- 47434.76000 47434.76+AHw- STRUCTURES AND OBSTRUCTIONS, REMOVE +AHw- +AHw- +AHw- 0008 202-01502 1.000 EACH +AHw- 429.00000 429.00+AHw- 500.00000 500.00+AHw- LIGHT STANDARD, REMOVE +AHw- +AHw- +AHw- 0009 202-02241 52.000 LFT +AHw- 8.00000 416.00+AHw- 6.00000 312.00+AHw- GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0010 202-96133 35.000 LFT +AHw- 14.15000 495.25+AHw- 25.00000 875.00+AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0011 203-02000 1995.000 CYS +AHw- 13.75000 27431.25+AHw- 12.00000 23940.00+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0012 205-06932 72.000 LFT +AHw- 10.90000 784.80+AHw- 10.90000 784.80+AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0013 205-06937 1675.000 LFT +AHw- 1.42000 2378.50+AHw- 1.42000 2378.50+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 178 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 481,241.03 ROUTE : 231 CALL ORDER : 178 CONTRACT ID : R -27702-C COUNTIES : JASPER LETTING DATE : 02/22/06 1:00 PM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1106884 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-ELLAS CONSTRUCTION COMPANY, +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 206-51220 375.000 CYS +AHw- 15.00000 5625.00+AHw- 25.00000 9375.00+AHw- EXCAVATION, WET +AHw- +AHw- +AHw- 0015 207-08263 2480.000 SYS +AHw- 7.25000 17980.00+AHw- 18.15000 45012.00+AHw- SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0016 211-07454 353.000 CYS +AHw- 24.60000 8683.80+AHw- 45.00000 15885.00+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0017 213-08058 137.000 CYS +AHw- 144.00000 19728.00+AHw- 95.00000 13015.00+AHw- FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0018 301-07448 1390.000 TON +AHw- 17.50000 24325.00+AHw- 20.00000 27800.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0019 306-08036 1627.000 SYS +AHw- 4.60000 7484.20+AHw- 5.00000 8135.00+AHw- MILLING, ASPHALT, 2 IN. +AHw- +AHw- +AHw- 0020 306-08043 246.000 SYS +AHw- 4.60000 1131.60+AHw- 5.00000 1230.00+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0021 401-06264 LUMP +AHw- 750.00000 750.00+AHw- 1200.00000 1200.00+AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0022 402-07432 145.000 TON +AHw- 65.00000 9425.00+AHw- 61.00000 8845.00+AHw- HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0023 402-07434 203.000 TON +AHw- 60.00000 12180.00+AHw- 67.00000 13601.00+AHw- HMA SURFACE, TYPE C +AHw- +AHw- +AHw- 0024 402-07439 308.000 TON +AHw- 52.00000 16016.00+AHw- 52.00000 16016.00+AHw- HMA INTERMEDIATE, TYPE C +AHw- +AHw- +AHw- 0025 402-07440 435.000 TON +AHw- 48.00000 20880.00+AHw- 49.00000 21315.00+AHw- HMA BASE, TYPE A +AHw- +AHw- +AHw- 0026 402-07442 125.000 TON +AHw- 48.00000 6000.00+AHw- 65.00000 8125.00+AHw- HMA BASE, TYPE C +AHw- +AHw- +AHw- 0027 406-05520 2.000 TON +AHw- 800.00000 1600.00+AHw- 175.00000 350.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0028 601-01700 1.000 EACH +AHw- 1660.00000 1660.00+AHw- 1660.00000 1660.00+AHw- GUARDRAIL TERMINAL SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 1 +AHw- +AHw- +AHw- 0029 601-06854 2.000 EACH +AHw- 2625.00000 5250.00+AHw- 2625.00000 5250.00+AHw- GUARDRAIL, W-BEAM, NESTED +AHw- +AHw- +AHw- 0030 601-94689 3.000 EACH +AHw- 2100.00000 6300.00+AHw- 2100.00000 6300.00+AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0031 601-97774 1.000 EACH +AHw- 725.00000 725.00+AHw- 725.00000 725.00+AHw- GUARDRAIL END TREATMENT, OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE +AHw- +AHw- +AHw- 0032 601-99105 338.000 LFT +AHw- 13.50000 4563.00+AHw- 13.50000 4563.00+AHw- GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 178 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 481,241.03 ROUTE : 231 CALL ORDER : 178 CONTRACT ID : R -27702-C COUNTIES : JASPER LETTING DATE : 02/22/06 1:00 PM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1106884 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-ELLAS CONSTRUCTION COMPANY, +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 610-07486 85.000 TON +AHw- 85.00000 7225.00+AHw- 132.00000 11220.00+AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0034 615-06490 14.000 EACH +AHw- 109.00000 1526.00+AHw- 109.00000 1526.00+AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0035 615-06505 3.000 EACH +AHw- 510.00000 1530.00+AHw- 500.00000 1500.00+AHw- MONUMENT, B +AHw- +AHw- +AHw- 0036 615-07832 1.000 EACH +AHw- 510.00000 510.00+AHw- 150.00000 150.00+AHw- BENCH MARK POST +AHw- +AHw- +AHw- 0037 616-02320 600.000 SYS +AHw- 2.50000 1500.00+AHw- 3.00000 1800.00+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0038 616-06405 387.000 TON +AHw- 24.50000 9481.50+AHw- 22.00000 8514.00+AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0039 621-01004 2.000 EACH +AHw- 425.00000 850.00+AHw- 425.00000 850.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0040 621-06559 2177.000 SYS +AHw- 0.78000 1698.06+AHw- 0.78000 1698.06+AHw- MULCHED SEEDING, R +AHw- +AHw- +AHw- 0041 621-06567 1.000 kGAL +AHw- 25.00000 25.00+AHw- 25.00000 25.00+AHw- WATER +AHw- +AHw- +AHw- 0042 621-06570 242.000 CYS +AHw- 20.50000 4961.00+AHw- 10.00000 2420.00+AHw- TOP SOIL +AHw- +AHw- +AHw- 0043 621-06574 60.000 SYS +AHw- 33.25000 1995.00+AHw- 33.25000 1995.00+AHw- SODDING +AHw- +AHw- +AHw- 0044 714-07537 60.000 LFT +AHw- 1790.00000 107400.00+AHw- 1600.00000 96000.00+AHw- CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 18 FT. X 7 FT. +AHw- +AHw- +AHw- 0045 715-03475 1.000 EACH +AHw- 365.00000 365.00+AHw- 400.00000 400.00+AHw- SAFETY METAL END SECTION, 4:1, 15 IN. +AHw- +AHw- +AHw- 0046 715-05151 39.000 LFT +AHw- 29.00000 1131.00+AHw- 45.00000 1755.00+AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0047 715-05169 99.000 LFT +AHw- 28.00000 2772.00+AHw- 30.00000 2970.00+AHw- PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0048 715-46005 4.000 EACH +AHw- 248.50000 994.00+AHw- 350.00000 1400.00+AHw- PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0049 720-44000 1.000 EACH +AHw- 375.00000 375.00+AHw- 400.00000 400.00+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0050 720-45410 1.000 EACH +AHw- 1547.00000 1547.00+AHw- 4500.00000 4500.00+AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0051 723-06660 50.000 SYS +AHw- 490.00000 24500.00+AHw- 600.00000 30000.00+AHw- WINGWALL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 178 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 481,241.03 ROUTE : 231 CALL ORDER : 178 CONTRACT ID : R -27702-C COUNTIES : JASPER LETTING DATE : 02/22/06 1:00 PM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1106884 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-ELLAS CONSTRUCTION COMPANY, +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 801-04308 3.000 EACH +AHw- 160.00000 480.00+AHw- 186.00000 558.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0053 801-06625 32.000 EACH +AHw- 65.00000 2080.00+AHw- 54.00000 1728.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0054 801-06640 19.000 EACH +AHw- 75.00000 1425.00+AHw- 78.00000 1482.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0055 801-06645 5.000 EACH +AHw- 30.00000 150.00+AHw- 32.00000 160.00+AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0056 801-06775 LUMP +AHw- 1000.00000 1000.00+AHw- 1000.00000 1000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0057 802-05701 10.000 LFT +AHw- 13.30000 133.00+AHw- 13.30000 133.00+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0058 802-76025 8.000 SFT +AHw- 16.80000 134.40+AHw- 16.80000 134.40+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0059 802-76035 2.000 SFT +AHw- 39.00000 78.00+AHw- 39.00000 78.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0060 808-06703 1962.000 LFT +AHw- 0.40000 784.80+AHw- 0.40000 784.80+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0061 808-75240 230.000 LFT +AHw- 0.40000 92.00+AHw- 1.32000 303.60+AHw- LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0062 808-75297 17.000 LFT +AHw- 3.00000 51.00+AHw- 12.20000 207.40+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 499,487.16+AHw- +ACQ- 522,321.32+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 499,487.16+AHw- +ACQ- 522,321.32+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 264 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 50 CALL ORDER : 264 CONTRACT ID : R -28303-B COUNTIES : DAVIESS LETTING DATE : 02/22/06 1:00 PM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2131982 J B I CONSTRUCTION INC. +ACQ- 296,213.65 100.0000+ACU- 2 35-1009310 DEIG BROTHERS LUMBER +ACY- CONSTRUCTION +ACQ- 328,603.30 90.1432+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- ----------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 840 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 96,167.00 ROUTE : SR 164 CALL ORDER : 840 CONTRACT ID : M -28653-A COUNTIES : CRAWFORD LETTING DATE : 02/22/06 1:00 PM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0958970 LUTGRING BROTHERS, INC. +ACQ- 78,550.00 100.0000+ACU- 2 35-2040801 GOHMANN ASPHALT +ACY- CONSTRUCTION, INC. +ACQ- 85,700.00 109.1025+ACU- 3 35-1618530 AMERICAN CONTRACTING +ACY- SERVICES +ACQ- 104,902.00 133.5481+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-0958970 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1618530 +AHw-LUTGRING BROTHERS, INC. +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVIC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 1250.00000 1250.00+AHw- 4000.00000 4000.00+AHw- 2500.00000 2500.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 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- 0003 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- 0004 110-01001 LUMP +AHw- 3800.00000 3800.00+AHw- 4200.00000 4200.00+AHw- 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0005 202-01073 70.000 CYS +AHw- 62.00000 4340.00+AHw- 44.00000 3080.00+AHw- 100.00000 7000.00 GABIONS, REMOVE +AHw- +AHw- +AHw- 0006 202-02241 200.000 LFT +AHw- 1.00000 200.00+AHw- 1.00000 200.00+AHw- 1.50000 300.00 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0007 601-06035 50.000 LFT +AHw- 14.00000 700.00+AHw- 14.00000 700.00+AHw- 15.00000 750.00 GUARDRAIL, RESET +AHw- +AHw- +AHw- 0008 601-06854 2.000 EACH +AHw- 3450.00000 6900.00+AHw- 3450.00000 6900.00+AHw- 3500.00000 7000.00 GUARDRAIL, W-BEAM, NESTED +AHw- +AHw- +AHw- 0009 616-02305 142.000 CYS +AHw- 376.50000 53463.00+AHw- 355.00000 50410.00+AHw- 400.00000 56800.00 GABIONS +AHw- +AHw- +AHw- 0010 616-02320 250.000 SYS +AHw- 3.50000 875.00+AHw- 4.30000 1075.00+AHw- 10.00000 2500.00 GEOTEXTILES +AHw- +AHw- +AHw- 0011 621-01004 1.000 EACH +AHw- 490.00000 490.00+AHw- 550.00000 550.00+AHw- 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0012 621-06559 100.000 SYS +AHw- 5.25000 525.00+AHw- 2.00000 200.00+AHw- 2.50000 250.00 MULCHED SEEDING, R +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 840 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 96,167.00 ROUTE : SR 164 CALL ORDER : 840 CONTRACT ID : M -28653-A COUNTIES : CRAWFORD LETTING DATE : 02/22/06 1:00 PM DISTRICT : VINCENNES DISTRICT SET-ASIDE : 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13278.00+AHw- 17000.00000 17000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 78,550.00+AHw- +ACQ- 85,700.00+AHw- +ACQ- 104,902.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 78,550.00+AHw- +ACQ- 85,700.00+AHw- +ACQ- 104,902.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 604 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,913,647.02 ROUTE : SR 42 CALL ORDER : 604 CONTRACT ID : B -27704-B COUNTIES : MORGAN LETTING DATE : 02/22/06 1:00 PM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT +ACY- CONSTRUCTION, INC. +ACQ- 1,879,899.92 100.0000+ACU- 2 35-1618530 AMERICAN CONTRACTING +ACY- SERVICES +ACQ- 1,927,673.60 102.5413+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-2040801 +AHw-( 2 ) 35-1618530 +AHw-( ) +AHw-GOHMANN ASPHALT 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INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 604 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,913,647.02 ROUTE : SR 42 CALL ORDER : 604 CONTRACT ID : B -27704-B COUNTIES : MORGAN LETTING DATE : 02/22/06 1:00 PM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-2040801 +AHw-( 2 ) 35-1618530 +AHw-( ) +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVI +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 302-07455 39.000 CYS +AHw- 40.00000 1560.00+AHw- 80.00000 3120.00+AHw- DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0015 306-08043 534.000 SYS +AHw- 8.00000 4272.00+AHw- 9.00000 4806.00+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0016 402-07438 56.000 TON +AHw- 78.66000 4404.96+AHw- 80.00000 4480.00+AHw- HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0017 402-07441 236.000 TON +AHw- 89.00000 21004.00+AHw- 75.00000 17700.00+AHw- HMA BASE, TYPE B +AHw- +AHw- +AHw- 0018 406-05521 1299.000 SYS +AHw- 0.25000 324.75+AHw- 0.30000 389.70+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0019 601-01522 4.000 EACH +AHw- 1800.00000 7200.00+AHw- 1850.00000 7400.00+AHw- GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0020 601-06035 30.000 LFT +AHw- 27.00000 810.00+AHw- 28.00000 840.00+AHw- GUARDRAIL, RESET +AHw- +AHw- +AHw- 0021 601-08433 2.000 EACH +AHw- 700.00000 1400.00+AHw- 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394.24+AHw- 1.00000 512.00+AHw- MULCHED SEEDING, U +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 604 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,913,647.02 ROUTE : SR 42 CALL ORDER : 604 CONTRACT ID : B -27704-B COUNTIES : MORGAN LETTING DATE : 02/22/06 1:00 PM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-2040801 +AHw-( 2 ) 35-1618530 +AHw-( ) +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-AMERICAN CONTRACTING +ACY- SERVI +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-06574 32.000 SYS +AHw- 25.00000 800.00+AHw- 27.00000 864.00+AHw- SODDING +AHw- +AHw- +AHw- 0033 702-51005 97.600 CYS +AHw- 1500.00000 146400.00+AHw- 1000.00000 97600.00+AHw- CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0034 702-51110 7084.000 LBS +AHw- 1.75000 12397.00+AHw- 3.50000 24794.00+AHw- GRATES, BASINS, AND FITTINGS, CAST IRON +AHw- +AHw- +AHw- 0035 702-51863 16.000 EACH +AHw- 17.00000 272.00+AHw- 20.00000 320.00+AHw- FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0036 703-51030 10968.000 LBS +AHw- 0.90000 9871.20+AHw- 0.90000 9871.20+AHw- REINFORCING STEEL +AHw- +AHw- +AHw- 0037 703-51032 164160.000 LBS +AHw- 0.80000 131328.00+AHw- 1.00000 164160.00+AHw- REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0038 703-97936 1442.000 EACH +AHw- 8.25000 11896.50+AHw- 14.00000 20188.00+AHw- THREADED TIE BAR ASSEMBLY, EPOXY COATED +AHw- +AHw- 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28140.00+AHw- REPAIR DETAIL , CONCRETE BEAM +AHw- +AHw- +AHw- 0047 711-04121 24.000 EACH +AHw- 75.00000 1800.00+AHw- 70.00000 1680.00+AHw- ANCHOR BOLT, AB1 +AHw- +AHw- +AHw- 0048 711-51877 LUMP +AHw- 250000.00000 250000.00+AHw- 50000.00000 50000.00+AHw- JACKING AND SUPPORTING BEAMS +AHw- +AHw- +AHw- 0049 715-91361 71.500 LFT +AHw- 25.00000 1787.50+AHw- 55.00000 3932.50+AHw- PIPE, PVC, 6 IN. +AHw- +AHw- +AHw- 0050 724-51925 40.700 LFT +AHw- 170.00000 6919.00+AHw- 150.00000 6105.00+AHw- STRUCTURAL EXPANSION JOINT, SS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 604 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,913,647.02 ROUTE : SR 42 CALL ORDER : 604 CONTRACT ID : B -27704-B COUNTIES : MORGAN LETTING DATE : 02/22/06 1:00 PM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : 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1,879,899.92+AHw- +ACQ- 1,927,673.60+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,879,899.92+AHw- +ACQ- 1,927,673.60+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 624 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 529,446.55 ROUTE : SR 331 CALL ORDER : 624 CONTRACT ID : B -28117-B COUNTIES : MARSHALL LETTING DATE : 02/22/06 1:00 PM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. +ACQ- 536,168.42 100.0000+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQ- +AHw-( 1 ) 35-1817530 +AHw-( ) +AHw-( ) +AHw-PIONEER ASSOCIATES, INC. +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 5000.00000 5000.00+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 1900.00000 11400.00+AHw- +AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 26800.00000 26800.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 5360.00000 5360.00+AHw- +AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-51330 LUMP +AHw- 62572.00000 62572.00+AHw- +AHw- PRESENT STRUCTURE, REMOVE +AHw- +AHw- +AHw- 0008 202-96133 16.000 LFT +AHw- 35.00000 560.00+AHw- +AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0009 203-02000 721.000 CYS +AHw- 41.00000 29561.00+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0010 203-51223 281.000 CYS +AHw- 88.00000 24728.00+AHw- +AHw- EXCAVATION, WATERWAY +AHw- +AHw- +AHw- 0011 205-06932 48.000 LFT +AHw- 16.40000 787.20+AHw- +AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0012 205-06937 650.000 LFT +AHw- 3.00000 1950.00+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0013 206-93520 30.000 SFT +AHw- 64.00000 1920.00+AHw- +AHw- TEMPORARY SHEET PILING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 624 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 529,446.55 ROUTE : SR 331 CALL ORDER : 624 CONTRACT ID : B -28117-B COUNTIES : MARSHALL LETTING DATE : 02/22/06 1:00 PM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1817530 +AHw-( ) +AHw-( ) +AHw-PIONEER ASSOCIATES, INC. +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 207-08263 865.200 SYS +AHw- 25.00000 21630.00+AHw- +AHw- SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0015 211-07454 544.600 CYS +AHw- 22.00000 11981.20+AHw- +AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0016 301-07448 85.600 TON +AHw- 18.00000 1540.80+AHw- +AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0017 306-08036 875.400 SYS +AHw- 5.20000 4552.08+AHw- +AHw- MILLING, ASPHALT, 2 IN. +AHw- +AHw- +AHw- 0018 402-07433 124.200 TON +AHw- 72.00000 8942.40+AHw- +AHw- HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0019 402-07438 183.000 TON +AHw- 58.00000 10614.00+AHw- +AHw- HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0020 402-07441 312.000 TON +AHw- 49.00000 15288.00+AHw- +AHw- HMA BASE, TYPE B +AHw- +AHw- +AHw- 0021 406-05520 0.560 TON +AHw- 575.00000 322.00+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0022 601-01701 1.000 EACH +AHw- 1700.00000 1700.00+AHw- +AHw- GUARDRAIL TERMINAL SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 2 +AHw- +AHw- +AHw- 0023 601-01846 2.000 EACH +AHw- 1700.00000 3400.00+AHw- +AHw- GUARDRAIL TERMINAL SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 3 +AHw- +AHw- +AHw- 0024 601-94689 1.000 EACH +AHw- 2300.00000 2300.00+AHw- +AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0025 601-97774 1.000 EACH +AHw- 1500.00000 1500.00+AHw- +AHw- GUARDRAIL END TREATMENT, OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE +AHw- +AHw- +AHw- 0026 601-99105 341.000 LFT +AHw- 24.00000 8184.00+AHw- +AHw- GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0027 609-06259 192.200 SYS +AHw- 84.70000 16279.34+AHw- +AHw- REINFORCED CONCRETE BRIDGE APPROACH 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0028 610-07486 18.700 TON +AHw- 120.00000 2244.00+AHw- +AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0029 615-06490 11.000 EACH +AHw- 125.00000 1375.00+AHw- +AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0030 616-02320 290.000 SYS +AHw- 3.00000 870.00+AHw- +AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0031 616-06406 363.000 SYS +AHw- 29.00000 10527.00+AHw- +AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 624 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 529,446.55 ROUTE : SR 331 CALL ORDER : 624 CONTRACT ID : B -28117-B COUNTIES : MARSHALL LETTING DATE : 02/22/06 1:00 PM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1817530 +AHw-( ) +AHw-( ) +AHw-PIONEER ASSOCIATES, INC. +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-01004 1.000 EACH +AHw- 400.00000 400.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0033 621-06559 1800.000 SYS +AHw- 0.80000 1440.00+AHw- +AHw- MULCHED SEEDING, R +AHw- +AHw- +AHw- 0034 703-06029 8382.000 LBS +AHw- 1.20000 10058.40+AHw- +AHw- REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- 0035 704-51002 51.200 CYS +AHw- 520.00000 26624.00+AHw- +AHw- CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0036 723-06660 77.480 SYS +AHw- 540.00000 41839.20+AHw- +AHw- WINGWALL +AHw- +AHw- +AHw- 0037 723-08489 48.800 LFT +AHw- 2000.00000 97600.00+AHw- +AHw- STRUCTURE, PRECAST THREE-SIDED, 264 IN. +AHw- +AHw- +AHw- X 132 IN. +AHw- +AHw- +AHw- 0038 801-01093 2.000 EACH +AHw- 250.00000 500.00+AHw- +AHw- TEMPORARY WORKSITE SPEED LIMIT SIGN +AHw- +AHw- +AHw- ASSEMBLY +AHw- +AHw- +AHw- 0039 801-01851 LUMP +AHw- 18000.00000 18000.00+AHw- +AHw- TEMPORARY TRAFFIC SIGNAL WITH DETECTORS +AHw- +AHw- +AHw- 0040 801-06207 3200.000 LFT +AHw- 0.80000 2560.00+AHw- +AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0041 801-06218 24.000 LFT +AHw- 4.95000 118.80+AHw- +AHw- TEMPORARY TRANSVERSE PAVMENT MARKING, +AHw- +AHw- +AHw- REMOVABLE, 24 IN. +AHw- +AHw- +AHw- 0042 801-06539 LUMP +AHw- 1200.00000 1200.00+AHw- +AHw- TEMPORARY TRAFFIC SIGNAL INSTALLATION, +AHw- +AHw- +AHw- MAINTAIN +AHw- +AHw- +AHw- 0043 801-06640 10.000 EACH +AHw- 75.00000 750.00+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0044 801-06645 20.000 EACH +AHw- 25.00000 500.00+AHw- +AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0045 801-06775 LUMP +AHw- 3650.00000 3650.00+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0046 801-07023 6.000 EACH +AHw- 4180.00000 25080.00+AHw- +AHw- ENERGY ABSORBING TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0047 801-08388 270.000 LFT +AHw- 25.50000 6885.00+AHw- +AHw- TEMPORARY TRAFFIC BARRIER +AHw- +AHw- +AHw- 0048 801-08389 80.000 LFT +AHw- 38.10000 3048.00+AHw- +AHw- TEMPORARY TRAFFIC BARRIER, ANCHORED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 624 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 529,446.55 ROUTE : SR 331 CALL ORDER : 624 CONTRACT ID : B -28117-B COUNTIES : MARSHALL LETTING DATE : 02/22/06 1:00 PM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1817530 +AHw-( ) +AHw-( ) +AHw-PIONEER ASSOCIATES, INC. +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-03631 1200.000 LFT +AHw- 1.20000 1440.00+AHw- +AHw- LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0050 808-04896 150.000 LFT +AHw- 3.90000 585.00+AHw- +AHw- LINE, EPOXY, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 536,168.42+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 536,168.42+AHw- +ACQ- 1,927,673.60+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 634 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,409,832.22 ROUTE : SR 56 CALL ORDER : 634 CONTRACT ID : B -28366-B COUNTIES : OHIO LETTING DATE : 02/22/06 1:00 PM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/09/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING +ACY- SERVICES +ACQ- 2,429,994.95 100.0000+ACU- 2 35-1549010 MCALISTER EXCAVATING CO +ACQ- 2,432,685.40 100.1107+ACU- 3 35-1385672 FORCE CONSTRUCTION CO. INC. +ACQ- 2,437,150.88 100.2945+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1618530 +AHw-( 2 ) 35-1549010 +AHw-( 3 ) 35-1385672 +AHw-AMERICAN CONTRACTING +ACY- SERVI +AHw-MCALISTER EXCAVATING CO +AHw-FORCE CONSTRUCTION CO. 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 BRIDGE DECK REPLACEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 20000.00000 20000.00+AHw- 20000.00000 20000.00+AHw- 11350.00000 11350.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 18.000 MOS +AHw- 2000.00000 36000.00+AHw- 1800.00000 32400.00+AHw- 1514.00000 27252.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 120000.00000 120000.00+AHw- 122000.00000 122000.00+AHw- 150391.00000 150391.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 12000.00000 12000.00+AHw- 12500.00000 12500.00+AHw- 8236.00000 8236.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-02240 169.000 SYS +AHw- 38.00000 6422.00+AHw- 21.00000 3549.00+AHw- 57.52000 9720.88 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0008 202-02241 619.500 LFT +AHw- 4.00000 2478.00+AHw- 5.00000 3097.50+AHw- 5.67000 3512.57 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0009 202-51328 LUMP +AHw- 400000.00000 400000.00+AHw- 500000.00000 500000.00+AHw- 435856.00000 435856.00 PRESENT STRUCTURE, REMOVE PORTIONS +AHw- +AHw- +AHw- 0010 202-93741 2.000 EACH +AHw- 130.00000 260.00+AHw- 250.00000 500.00+AHw- 461.00000 922.00 GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0011 203-02000 386.000 CYS +AHw- 35.00000 13510.00+AHw- 21.00000 8106.00+AHw- 39.75000 15343.50 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0012 203-02070 100.000 CYS +AHw- 35.00000 3500.00+AHw- 31.00000 3100.00+AHw- 50.00000 5000.00 BORROW +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 634 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,409,832.22 ROUTE : SR 56 CALL ORDER : 634 CONTRACT ID : B -28366-B COUNTIES : OHIO LETTING DATE : 02/22/06 1:00 PM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1618530 +AHw-( 2 ) 35-1549010 +AHw-( 3 ) 35-1385672 +AHw-AMERICAN CONTRACTING +ACY- SERVI +AHw-MCALISTER EXCAVATING CO +AHw-FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 206-51230 153.900 CYS +AHw- 250.00000 38475.00+AHw- 110.00000 16929.00+AHw- 68.26000 10505.21 EXCAVATION, FOUNDATION, UNCLASSIFIED +AHw- +AHw- +AHw- 0014 211-06467 68.000 CYS +AHw- 95.00000 6460.00+AHw- 75.00000 5100.00+AHw- 63.43000 4313.24 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0015 301-07448 225.000 TON +AHw- 35.00000 7875.00+AHw- 21.00000 4725.00+AHw- 40.00000 9000.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0016 302-07455 47.600 CYS +AHw- 95.00000 4522.00+AHw- 46.00000 2189.60+AHw- 124.00000 5902.40 DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0017 306-08033 771.000 SYS +AHw- 4.50000 3469.50+AHw- 7.25000 5589.75+AHw- 3.08000 2374.68 MILLING, ASPHALT, 1 IN. +AHw- +AHw- +AHw- 0018 306-08036 540.000 SYS +AHw- 4.50000 2430.00+AHw- 8.25000 4455.00+AHw- 3.44000 1857.60 MILLING, ASPHALT, 2 IN. +AHw- +AHw- +AHw- 0019 306-08037 469.000 SYS +AHw- 4.50000 2110.50+AHw- 9.25000 4338.25+AHw- 3.62000 1697.78 MILLING, ASPHALT, 3 IN. +AHw- +AHw- +AHw- 0020 306-08038 100.000 SYS +AHw- 4.50000 450.00+AHw- 10.25000 1025.00+AHw- 8.66000 866.00 MILLING, ASPHALT, 4 IN. +AHw- +AHw- +AHw- 0021 306-08043 563.000 SYS +AHw- 4.50000 2533.50+AHw- 8.25000 4644.75+AHw- 3.39000 1908.57 MILLING, TRANSITION +AHw- +AHw- +AHw- 0022 402-07433 329.800 TON +AHw- 55.00000 18139.00+AHw- 68.50000 22591.30+AHw- 57.00000 18798.60 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0023 402-07438 370.000 TON +AHw- 52.00000 19240.00+AHw- 63.00000 23310.00+AHw- 52.25000 19332.50 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0024 402-07441 422.700 TON +AHw- 47.00000 19866.90+AHw- 58.00000 24516.60+AHw- 48.00000 20289.60 HMA BASE, TYPE B +AHw- +AHw- +AHw- 0025 406-05521 7706.000 SYS +AHw- 0.05000 385.30+AHw- 0.35000 2697.10+AHw- 0.20000 1541.20 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0026 601-01522 4.000 EACH +AHw- 1800.00000 7200.00+AHw- 2100.00000 8400.00+AHw- 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0027 601-02103 31.250 LFT +AHw- 20.00000 625.00+AHw- 23.00000 718.75+AHw- 18.50000 578.13 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 +AHw- +AHw- +AHw- IN. SPACING +AHw- +AHw- +AHw- 0028 601-08433 2.000 EACH +AHw- 735.00000 1470.00+AHw- 800.00000 1600.00+AHw- 1375.00000 2750.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE, STAGE 1 +AHw- +AHw- +AHw- 0029 601-94689 2.000 EACH +AHw- 2200.00000 4400.00+AHw- 2520.00000 5040.00+AHw- 2395.00000 4790.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0030 601-99105 243.750 LFT +AHw- 14.00000 3412.50+AHw- 16.00000 3900.00+AHw- 28.25000 6885.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0031 601-99132 4.000 EACH +AHw- 60.00000 240.00+AHw- 66.00000 264.00+AHw- 55.00000 220.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. +AHw- +AHw- +AHw- SPACING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 634 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,409,832.22 ROUTE : SR 56 CALL ORDER : 634 CONTRACT ID : B -28366-B COUNTIES : OHIO LETTING DATE : 02/22/06 1:00 PM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1618530 +AHw-( 2 ) 35-1549010 +AHw-( 3 ) 35-1385672 +AHw-AMERICAN CONTRACTING +ACY- SERVI +AHw-MCALISTER EXCAVATING CO +AHw-FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 602-06729 28.000 EACH +AHw- 9.00000 252.00+AHw- 12.00000 336.00+AHw- 8.00000 224.00 BARRIER DELINEATOR +AHw- +AHw- +AHw- 0033 605-94811 2.000 EACH +AHw- 1200.00000 2400.00+AHw- 2100.00000 4200.00+AHw- 926.00000 1852.00 CURB TURNOUT +AHw- +AHw- +AHw- 0034 607-06335 114.800 LFT +AHw- 50.00000 5740.00+AHw- 31.00000 3558.80+AHw- 85.00000 9758.00 PAVED SIDE DITCH, A +AHw- +AHw- +AHw- 0035 609-06259 287.300 SYS +AHw- 75.00000 21547.50+AHw- 66.00000 18961.80+AHw- 68.00000 19536.40 REINFORCED CONCRETE BRIDGE APPROACH 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0036 616-02320 2178.000 SYS +AHw- 3.50000 7623.00+AHw- 3.00000 6534.00+AHw- 2.24000 4878.72 GEOTEXTILES +AHw- +AHw- +AHw- 0037 616-05688 405.000 TON +AHw- 40.00000 16200.00+AHw- 24.00000 9720.00+AHw- 30.47000 12340.35 RIPRAP, CLASS 1 +AHw- +AHw- +AHw- 0038 616-06405 779.000 TON +AHw- 35.00000 27265.00+AHw- 21.00000 16359.00+AHw- 22.42000 17465.18 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0039 616-95754 36.000 LFT +AHw- 35.00000 1260.00+AHw- 12.00000 432.00+AHw- 18.20000 655.20 PAVED SIDE DITCH, BREAK +AHw- +AHw- +AHw- 0040 619-05926 LUMP +AHw- 1500.00000 1500.00+AHw- 4000.00000 4000.00+AHw- 3440.00000 3440.00 ENVIRONMENTAL CONTROL +AHw- +AHw- +AHw- 0041 619-60999 LUMP +AHw- 11000.00000 11000.00+AHw- 24300.00000 24300.00+AHw- 29840.00000 29840.00 CLEAN STEEL BRIDGE, PARTIAL +AHw- +AHw- +AHw- 0042 619-95457 LUMP +AHw- 14500.00000 14500.00+AHw- 23500.00000 23500.00+AHw- 10200.00000 10200.00 CLEAN AND PAINT STRUCTURAL STEEL , +AHw- +AHw- +AHw- PARTIAL +AHw- +AHw- +AHw- 0043 621-01004 2.000 EACH +AHw- 630.00000 1260.00+AHw- 750.00000 1500.00+AHw- 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0044 621-06559 803.000 SYS +AHw- 0.60000 481.80+AHw- 1.10000 883.30+AHw- 0.50000 401.50 MULCHED SEEDING, R +AHw- +AHw- +AHw- 0045 621-06574 8.200 SYS +AHw- 13.00000 106.60+AHw- 40.00000 328.00+AHw- 10.00000 82.00 SODDING +AHw- +AHw- +AHw- 0046 701-51195 388.000 LFT +AHw- 65.00000 25220.00+AHw- 75.00000 29100.00+AHw- 74.08000 28743.04 PILE, STEEL H, HP 12 X 53 +AHw- +AHw- +AHw- 0047 701-91792 9.000 EACH +AHw- 150.00000 1350.00+AHw- 120.00000 1080.00+AHw- 164.00000 1476.00 PILE TIP, STEEL H +AHw- +AHw- +AHw- 0048 702-51005 225.300 CYS +AHw- 850.00000 191505.00+AHw- 1100.00000 247830.00+AHw- 1267.00000 285455.10 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0049 702-51015 10.900 CYS +AHw- 1000.00000 10900.00+AHw- 1100.00000 11990.00+AHw- 909.00000 9908.10 CONCRETE, B, FOOTINGS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 634 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,409,832.22 ROUTE : SR 56 CALL ORDER : 634 CONTRACT ID : B -28366-B COUNTIES : OHIO LETTING DATE : 02/22/06 1:00 PM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1618530 +AHw-( 2 ) 35-1549010 +AHw-( 3 ) 35-1385672 +AHw-AMERICAN CONTRACTING +ACY- SERVI +AHw-MCALISTER EXCAVATING CO +AHw-FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 702-51110 2254.000 LBS +AHw- 4.00000 9016.00+AHw- 4.50000 10143.00+AHw- 3.84000 8655.36 GRATES, BASINS, AND FITTINGS, CAST IRON +AHw- +AHw- +AHw- 0051 702-51863 150.000 EACH +AHw- 8.00000 1200.00+AHw- 12.00000 1800.00+AHw- 11.20000 1680.00 FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0052 703-01540 44.000 EACH +AHw- 22.00000 968.00+AHw- 30.00000 1320.00+AHw- 23.50000 1034.00 THREADED TIE BAR ASSEMBLY +AHw- +AHw- +AHw- 0053 703-06028 16746.000 LBS +AHw- 0.90000 15071.40+AHw- 0.65000 10884.90+AHw- 1.19000 19927.74 REINFORCING BARS +AHw- +AHw- +AHw- 0054 703-06029 154701.000 LBS +AHw- 1.00000 154701.00+AHw- 0.75000 116025.75+AHw- 0.92000 142324.92 REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- 0055 703-97936 1499.000 EACH +AHw- 15.00000 22485.00+AHw- 12.50000 18737.50+AHw- 10.60000 15889.40 THREADED TIE BAR ASSEMBLY, EPOXY COATED +AHw- +AHw- +AHw- 0056 704-51002 542.400 CYS +AHw- 700.00000 379680.00+AHw- 625.00000 339000.00+AHw- 661.30000 358689.12 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0057 706-06339 880.400 LFT +AHw- 45.00000 39618.00+AHw- 52.00000 45780.80+AHw- 56.82000 50024.33 RAILING, PF-1 +AHw- +AHw- +AHw- 0058 706-06351 4.000 EACH +AHw- 1900.00000 7600.00+AHw- 2000.00000 8000.00+AHw- 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, +AHw- +AHw- +AHw- TPF-1 +AHw- +AHw- +AHw- 0059 706-51020 53.300 CYS +AHw- 400.00000 21320.00+AHw- 550.00000 29315.00+AHw- 525.00000 27982.50 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0060 709-51821 LUMP +AHw- 12000.00000 12000.00+AHw- 13500.00000 13500.00+AHw- 11360.00000 11360.00 SURFACE SEAL +AHw- +AHw- +AHw- 0061 711-04121 126.000 EACH +AHw- 50.00000 6300.00+AHw- 42.00000 5292.00+AHw- 37.80000 4762.80 ANCHOR BOLT, AB1 +AHw- +AHw- +AHw- 0062 711-51038 LUMP +AHw- 410000.00000 410000.00+AHw- 260000.00000 260000.00+AHw- 228306.00000 228306.00 STRUCTURAL STEEL +AHw- +AHw- +AHw- 0063 711-51864 208.000 EACH +AHw- 30.00000 6240.00+AHw- 27.00000 5616.00+AHw- 27.00000 5616.00 DRILLED HOLE +AHw- +AHw- +AHw- 0064 711-51866 8.000 EACH +AHw- 40.00000 320.00+AHw- 25.00000 200.00+AHw- 30.00000 240.00 RIVET, REMOVE +AHw- +AHw- +AHw- 0065 711-51877 LUMP +AHw- 9500.00000 9500.00+AHw- 100000.00000 100000.00+AHw- 97581.00000 97581.00 JACKING AND SUPPORTING BEAMS +AHw- +AHw- +AHw- 0066 711-96526 4359.000 EACH +AHw- 2.50000 10897.50+AHw- 2.75000 11987.25+AHw- 2.25000 9807.75 FIELD WELDED STUD, 0.875 IN. DIA. +AHw- +AHw- +AHw- 0067 715-05407 121.000 LFT +AHw- 25.00000 3025.00+AHw- 10.00000 1210.00+AHw- 17.30000 2093.30 PIPE, END BENT DRAIN, 6 IN. +AHw- +AHw- +AHw- 0068 715-91361 20.000 LFT +AHw- 273.00000 5460.00+AHw- 10.00000 200.00+AHw- 20.00000 400.00 PIPE, PVC, 6 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 634 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,409,832.22 ROUTE : SR 56 CALL ORDER : 634 CONTRACT ID : B -28366-B COUNTIES : OHIO LETTING DATE : 02/22/06 1:00 PM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1618530 +AHw-( 2 ) 35-1549010 +AHw-( 3 ) 35-1385672 +AHw-AMERICAN CONTRACTING +ACY- SERVI +AHw-MCALISTER EXCAVATING CO +AHw-FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 724-51925 98.500 LFT +AHw- 185.00000 18222.50+AHw- 125.00000 12312.50+AHw- 103.50000 10194.75 STRUCTURAL EXPANSION JOINT, SS +AHw- +AHw- +AHw- 0070 726-58789 25.000 EACH +AHw- 850.00000 21250.00+AHw- 345.00000 8625.00+AHw- 1121.50000 28037.50 BEARING ASSEMBLY, ELASTOMERIC, II +AHw- +AHw- +AHw- 0071 726-92532 33.000 EACH +AHw- 1100.00000 36300.00+AHw- 515.00000 16995.00+AHw- 1128.55000 37242.15 BEARING ASSEMBLY, ELASTOMERIC, III +AHw- +AHw- +AHw- 0072 726-99095 9.000 EACH +AHw- 850.00000 7650.00+AHw- 348.00000 3132.00+AHw- 1154.00000 10386.00 BEARING ASSEMBLY, ELASTOMERIC, I +AHw- +AHw- +AHw- 0073 801-01851 LUMP +AHw- 30000.00000 30000.00+AHw- 35000.00000 35000.00+AHw- 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS +AHw- +AHw- +AHw- 0074 801-06203 1540.000 LFT +AHw- 0.60000 924.00+AHw- 0.35000 539.00+AHw- 0.26000 400.40 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0075 801-06207 10815.000 LFT +AHw- 1.05000 11355.75+AHw- 1.20000 12978.00+AHw- 1.00000 10815.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0076 801-06640 35.000 EACH +AHw- 220.00000 7700.00+AHw- 190.00000 6650.00+AHw- 165.00000 5775.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0077 801-06645 3.000 EACH +AHw- 75.00000 225.00+AHw- 65.00000 195.00+AHw- 50.00000 150.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0078 801-06775 LUMP +AHw- 35000.00000 35000.00+AHw- 50000.00000 50000.00+AHw- 27000.00000 27000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0079 801-07023 2.000 EACH +AHw- 3000.00000 6000.00+AHw- 5100.00000 10200.00+AHw- 3100.00000 6200.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0080 801-07119 24.000 LFT +AHw- 16.00000 384.00+AHw- 26.00000 624.00+AHw- 20.85000 500.40 BARRICADE, III-B +AHw- +AHw- +AHw- 0081 801-08508 840.000 LFT +AHw- 30.00000 25200.00+AHw- 28.50000 23940.00+AHw- 45.00000 37800.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- 0082 801-97643 720.000 LFT +AHw- 8.00000 5760.00+AHw- 8.00000 5760.00+AHw- 5.91000 4255.20 TEMPORARY BUZZ STRIPS +AHw- +AHw- +AHw- 0083 808-03631 2743.000 LFT +AHw- 0.70000 1920.10+AHw- 0.80000 2194.40+AHw- 0.89000 2441.27 LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0084 808-03632 2095.000 LFT +AHw- 0.70000 1466.50+AHw- 0.80000 1676.00+AHw- 0.80000 1676.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0085 808-04896 296.000 LFT +AHw- 0.70000 207.20+AHw- 0.80000 236.80+AHw- 1.00000 296.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0086 808-06716 3319.000 LFT +AHw- 0.60000 1991.40+AHw- 1.00000 3319.00+AHw- 1.00000 3319.00 LINE, REMOVE +AHw- +AHw- +AHw- 0087 808-74805 22.000 LFT +AHw- 30.00000 660.00+AHw- 35.00000 770.00+AHw- 30.00000 660.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 634 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,409,832.22 ROUTE : SR 56 CALL ORDER : 634 CONTRACT ID : B -28366-B COUNTIES : OHIO LETTING DATE : 02/22/06 1:00 PM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1618530 +AHw-( 2 ) 35-1549010 +AHw-( 3 ) 35-1385672 +AHw-AMERICAN CONTRACTING +ACY- SERVI +AHw-MCALISTER EXCAVATING CO +AHw-FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 808-74807 2.000 EACH +AHw- 210.00000 420.00+AHw- 250.00000 500.00+AHw- 215.00000 430.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE +AHw- +AHw- +AHw- INDICATIONS ARROWS +AHw- +AHw- +AHw- 0089 808-74808 1.000 EACH +AHw- 260.00000 260.00+AHw- 300.00000 300.00+AHw- 305.00000 305.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD +AHw- +AHw- +AHw- (ONLY) +AHw- +AHw- +AHw- 0090 808-75996 31.000 EACH +AHw- 20.00000 620.00+AHw- 5.00000 155.00+AHw- 25.00000 775.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0091 808-75998 31.000 EACH +AHw- 42.00000 1302.00+AHw- 70.00000 2170.00+AHw- 65.00000 2015.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0092 205-06937 1750.000 LFT +AHw- 1.25000 2187.50+AHw- 2.00000 3500.00+AHw- 3.00000 5250.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,429,994.95+AHw- +ACQ- 2,432,685.40+AHw- +ACQ- 2,437,150.88 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,429,994.95+AHw- +ACQ- 2,432,685.40+AHw- +ACQ- 2,437,150.88 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 700 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,861,555.40 ROUTE : I-90 CALL ORDER : 700 CONTRACT ID : BT-28456-A COUNTIES : LAGRANGE LETTING DATE : 02/22/06 1:00 PM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 10/27/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC +ACQ- 2,026,404.05 100.0000+ACU- 2 35-1339168 LAPORTE CONSTRUCTION CO +ACQ- 2,652,669.16 130.9052+ACU- 3 35-1817530 PIONEER ASSOCIATES, INC. +ACQ- 3,070,167.56 151.5082+ACU- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1057237 +AHw-( 2 ) 35-1339168 +AHw-( 3 ) 35-1817530 +AHw-R L MCCOY INC +AHw-LAPORTE CONSTRUCTION CO +AHw-PIONEER ASSOCIATES, 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 SUPERSTRUCTURE REPLACEMENT AND WIDENING +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 9046.00000 9046.00+AHw- 8164.61000 8164.61+AHw- 25000.00000 25000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07038 8.000 MOS +AHw- 1800.00000 14400.00+AHw- 1720.05000 13760.40+AHw- 1800.00000 14400.00 FIELD OFFICE, A +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 100500.00000 100500.00+AHw- 135000.00000 135000.00+AHw- 153500.00000 153500.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 11000.00000 11000.00+AHw- 6113.18000 6113.18+AHw- 46000.00000 46000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 202-02240 1084.000 SYS +AHw- 30.00000 32520.00+AHw- 12.29000 13322.36+AHw- 25.00000 27100.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0009 202-02241 1251.000 LFT +AHw- 3.60000 4503.60+AHw- 4.00000 5004.00+AHw- 4.00000 5004.00 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0010 202-02637 2.000 LFT +AHw- 150.00000 300.00+AHw- 792.16000 1584.32+AHw- 190.00000 380.00 PIPE, ABANDON AND GROUT FILL +AHw- +AHw- +AHw- 0011 202-51328 LUMP +AHw- 64188.00000 64188.00+AHw- 110000.00000 110000.00+AHw- 133900.00000 133900.00 PRESENT STRUCTURE, REMOVE PORTIONS , +AHw- +AHw- +AHw- STR. NO. 1 +AHw- +AHw- +AHw- 0012 202-51328 LUMP +AHw- 64188.00000 64188.00+AHw- 110000.00000 110000.00+AHw- 133900.00000 133900.00 PRESENT STRUCTURE, REMOVE PORTIONS , +AHw- +AHw- +AHw- STR. NO. 2 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 700 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,861,555.40 ROUTE : I-90 CALL ORDER : 700 CONTRACT ID : BT-28456-A COUNTIES : LAGRANGE LETTING DATE : 02/22/06 1:00 PM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1057237 +AHw-( 2 ) 35-1339168 +AHw-( 3 ) 35-1817530 +AHw-R L MCCOY INC +AHw-LAPORTE CONSTRUCTION CO +AHw-PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-91385 3.000 EACH +AHw- 250.00000 750.00+AHw- 221.11000 663.33+AHw- 400.00000 1200.00 INLET, REMOVE +AHw- +AHw- +AHw- 0014 202-96133 62.000 LFT +AHw- 20.00000 1240.00+AHw- 16.13000 1000.06+AHw- 12.00000 744.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0015 202-99187 480.000 LFT +AHw- 2.00000 960.00+AHw- 2.00000 960.00+AHw- 2.50000 1200.00 FENCE, FARM FIELD, REMOVE +AHw- +AHw- +AHw- 0016 203-02000 1779.000 CYS +AHw- 18.50000 32911.50+AHw- 19.05000 33889.95+AHw- 29.00000 51591.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0017 203-02070 806.000 CYS +AHw- 25.00000 20150.00+AHw- 14.18000 11429.08+AHw- 15.00000 12090.00 BORROW +AHw- +AHw- +AHw- 0018 205-03371 50.000 CYS +AHw- 20.00000 1000.00+AHw- 5.52000 276.00+AHw- 32.00000 1600.00 SEDIMENT, REMOVE +AHw- +AHw- +AHw- 0019 205-06931 41.000 TON +AHw- 52.00000 2132.00+AHw- 82.73000 3391.93+AHw- 44.00000 1804.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0020 205-06933 3.000 EACH +AHw- 7.00000 21.00+AHw- 100.00000 300.00+AHw- 7.00000 21.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0021 205-06937 940.000 LFT +AHw- 1.25000 1175.00+AHw- 4.43000 4164.20+AHw- 3.00000 2820.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0022 206-51230 336.000 CYS +AHw- 5.00000 1680.00+AHw- 6.78000 2278.08+AHw- 42.00000 14112.00 EXCAVATION, FOUNDATION, UNCLASSIFIED +AHw- +AHw- +AHw- 0023 207-08262 2427.000 SYS +AHw- 0.10000 242.70+AHw- 14.31000 34730.37+AHw- 15.75000 38225.25 SUBGRADE TREATMENT, TYPE I +AHw- +AHw- +AHw- 0024 210-05873 LUMP +AHw- 2500.00000 2500.00+AHw- 7200.00000 7200.00+AHw- 5000.00000 5000.00 TESTING , MATERIALS AND SAMPLING +AHw- +AHw- +AHw- 0025 210-08097 12.000 EACH +AHw- 80.00000 960.00+AHw- 265.00000 3180.00+AHw- 265.00000 3180.00 RESET GRAVEL BARRELS +AHw- +AHw- +AHw- 0026 211-07454 219.000 CYS +AHw- 19.00000 4161.00+AHw- 19.77000 4329.63+AHw- 29.00000 6351.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0027 301-07448 184.000 TON +AHw- 21.00000 3864.00+AHw- 17.08000 3142.72+AHw- 20.00000 3680.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0028 302-06464 2393.000 CYS +AHw- 12.00000 28716.00+AHw- 32.53000 77844.29+AHw- 20.00000 47860.00 SUBBASE FOR PCCP +AHw- +AHw- +AHw- 0029 302-07455 96.000 CYS +AHw- 42.00000 4032.00+AHw- 29.52000 2833.92+AHw- 40.00000 3840.00 DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0030 306-08034 14430.000 SYS +AHw- 0.92000 13275.60+AHw- 1.42000 20490.60+AHw- 3.00000 43290.00 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0031 306-08043 947.000 SYS +AHw- 7.00000 6629.00+AHw- 2.92000 2765.24+AHw- 4.00000 3788.00 MILLING, TRANSITION +AHw- +AHw- +AHw- 0032 402-07433 1263.000 TON +AHw- 57.40000 72496.20+AHw- 57.40000 72496.20+AHw- 61.00000 77043.00 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 700 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,861,555.40 ROUTE : I-90 CALL ORDER : 700 CONTRACT ID : BT-28456-A COUNTIES : LAGRANGE LETTING DATE : 02/22/06 1:00 PM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1057237 +AHw-( 2 ) 35-1339168 +AHw-( 3 ) 35-1817530 +AHw-R L MCCOY INC +AHw-LAPORTE CONSTRUCTION CO +AHw-PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 402-07438 121.000 TON +AHw- 42.00000 5082.00+AHw- 42.00000 5082.00+AHw- 45.00000 5445.00 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0034 402-07441 495.000 TON +AHw- 32.00000 15840.00+AHw- 32.00000 15840.00+AHw- 34.00000 16830.00 HMA BASE, TYPE B +AHw- +AHw- +AHw- 0035 402-07784 79.000 TON +AHw- 143.00000 11297.00+AHw- 143.00000 11297.00+AHw- 150.00000 11850.00 HMA SURFACE, TYPE D +AHw- +AHw- +AHw- 0036 406-05520 4.340 TON +AHw- 197.00000 854.98+AHw- 197.00000 854.98+AHw- 210.00000 911.40 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0037 502-06331 2045.000 SYS +AHw- 46.00000 94070.00+AHw- 65.87000 134704.15+AHw- 67.00000 137015.00 PCCP, 14 IN. +AHw- +AHw- +AHw- 0038 503-03489 96.000 EACH +AHw- 19.00000 1824.00+AHw- 18.20000 1747.20+AHw- 17.00000 1632.00 RETROFITTED TIE BARS +AHw- +AHw- +AHw- 0039 503-05240 1104.000 LFT +AHw- 3.00000 3312.00+AHw- 12.06000 13314.24+AHw- 10.00000 11040.00 D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0040 503-05310 184.000 LFT +AHw- 117.00000 21528.00+AHw- 203.47000 37438.48+AHw- 150.00000 27600.00 TERMINAL JOINT +AHw- +AHw- +AHw- 0041 601-01522 6.000 EACH +AHw- 1500.00000 9000.00+AHw- 1825.00000 10950.00+AHw- 1825.00000 10950.00 GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0042 601-96080 2.000 EACH +AHw- 3700.00000 7400.00+AHw- 4340.00000 8680.00+AHw- 2225.00000 4450.00 GRAVEL BARREL ARRAY, RESET +AHw- +AHw- +AHw- 0043 601-97079 2.000 EACH +AHw- 500.00000 1000.00+AHw- 1100.00000 2200.00+AHw- 1100.00000 2200.00 GRAVEL BARREL ARRAY, REMOVE +AHw- +AHw- +AHw- 0044 601-99105 1100.000 LFT +AHw- 14.30000 15730.00+AHw- 15.80000 17380.00+AHw- 15.80000 17380.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0045 602-06729 40.000 EACH +AHw- 6.00000 240.00+AHw- 6.00000 240.00+AHw- 9.25000 370.00 BARRIER DELINEATOR +AHw- +AHw- +AHw- 0046 603-06040 470.000 LFT +AHw- 11.00000 5170.00+AHw- 7.00000 3290.00+AHw- 9.00000 4230.00 FENCE, FARM FIELD, 47 IN. +AHw- +AHw- +AHw- 0047 605-06095 26.000 LFT +AHw- 21.00000 546.00+AHw- 95.34000 2478.84+AHw- 14.00000 364.00 CURB, INTEGRAL, B, CONCRETE +AHw- +AHw- +AHw- 0048 605-06145 73.000 LFT +AHw- 25.00000 1825.00+AHw- 78.11000 5702.03+AHw- 27.00000 1971.00 CURB AND GUTTER, B, CONCRETE +AHw- +AHw- +AHw- 0049 606-07484 14898.000 LFT +AHw- 0.30000 4469.40+AHw- 0.62000 9236.76+AHw- 0.50000 7449.00 MILLED HMA SHOULDER CORRUGATIONS +AHw- +AHw- +AHw- 0050 606-07485 408.000 LFT +AHw- 1.20000 489.60+AHw- 1.59000 648.72+AHw- 0.50000 204.00 MILLED PCCP SHOULDER CORRUGATIONS +AHw- +AHw- +AHw- 0051 609-06262 572.400 SYS +AHw- 74.00000 42357.60+AHw- 64.57000 36959.87+AHw- 80.00000 45792.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 700 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,861,555.40 ROUTE : I-90 CALL ORDER : 700 CONTRACT ID : BT-28456-A COUNTIES : LAGRANGE LETTING DATE : 02/22/06 1:00 PM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1057237 +AHw-( 2 ) 35-1339168 +AHw-( 3 ) 35-1817530 +AHw-R L MCCOY INC +AHw-LAPORTE CONSTRUCTION CO +AHw-PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 616-02320 1489.000 SYS +AHw- 1.20000 1786.80+AHw- 2.44000 3633.16+AHw- 3.00000 4467.00 GEOTEXTILES +AHw- +AHw- +AHw- 0053 616-06405 1341.000 TON +AHw- 22.00000 29502.00+AHw- 32.98000 44226.18+AHw- 35.00000 46935.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0054 619-51859 LUMP +AHw- 13000.00000 13000.00+AHw- 10000.00000 10000.00+AHw- 12000.00000 12000.00 PAINT STEEL BRIDGE , STR. NO. 1 +AHw- +AHw- +AHw- 0055 619-51859 LUMP +AHw- 13000.00000 13000.00+AHw- 10000.00000 10000.00+AHw- 12000.00000 12000.00 PAINT STEEL BRIDGE , STR. NO. 2 +AHw- +AHw- +AHw- 0056 621-01004 3.000 EACH +AHw- 200.00000 600.00+AHw- 485.00000 1455.00+AHw- 200.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0057 621-02770 10876.000 SYS +AHw- 1.00000 10876.00+AHw- 1.10000 11963.60+AHw- 1.00000 10876.00 EROSION CONTROL BLANKET +AHw- +AHw- +AHw- 0058 621-06545 0.900 TON +AHw- 300.00000 270.00+AHw- 600.00000 540.00+AHw- 300.00000 270.00 FERTILIZER +AHw- +AHw- +AHw- 0059 621-06553 383.000 LBS +AHw- 2.75000 1053.25+AHw- 3.16000 1210.28+AHw- 2.75000 1053.25 SEED MIXTURE, R +AHw- +AHw- +AHw- 0060 621-06565 4.500 TON +AHw- 300.00000 1350.00+AHw- 458.00000 2061.00+AHw- 300.00000 1350.00 MULCHING MATERIAL +AHw- +AHw- +AHw- 0061 621-06574 490.000 SYS +AHw- 3.00000 1470.00+AHw- 5.02000 2459.80+AHw- 3.00000 1470.00 SODDING +AHw- +AHw- +AHw- 0062 701-51195 1980.000 LFT +AHw- 20.00000 39600.00+AHw- 22.00000 43560.00+AHw- 44.00000 87120.00 PILE, STEEL H, HP 12 X 53 +AHw- +AHw- +AHw- 0063 702-51005 243.400 CYS +AHw- 590.00000 143606.00+AHw- 750.00000 182550.00+AHw- 630.00000 153342.00 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0064 702-51863 1124.000 EACH +AHw- 15.00000 16860.00+AHw- 13.01000 14623.24+AHw- 7.00000 7868.00 FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0065 703-51030 25116.000 LBS +AHw- 0.65000 16325.40+AHw- 0.90000 22604.40+AHw- 1.00000 25116.00 REINFORCING STEEL +AHw- +AHw- +AHw- 0066 703-51032 180692.000 LBS +AHw- 0.70000 126484.40+AHw- 1.00000 180692.00+AHw- 1.10000 198761.20 REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0067 704-51006 439.000 CYS +AHw- 432.00000 189648.00+AHw- 731.00000 320909.00+AHw- 530.00000 232670.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED +AHw- +AHw- +AHw- 0068 706-05734 8.000 EACH +AHw- 1800.00000 14400.00+AHw- 2611.24000 20889.92+AHw- 1800.00000 14400.00 CONCRETE BRIDGE RAILING TRANSITION, TBT +AHw- +AHw- +AHw- 0069 706-51020 78.800 CYS +AHw- 490.00000 38612.00+AHw- 715.31000 56366.43+AHw- 520.00000 40976.00 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0070 709-51821 LUMP +AHw- 7000.00000 7000.00+AHw- 9184.08000 9184.08+AHw- 6000.00000 6000.00 SURFACE SEAL , STR. NO. 1 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 700 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,861,555.40 ROUTE : I-90 CALL ORDER : 700 CONTRACT ID : BT-28456-A COUNTIES : LAGRANGE LETTING DATE : 02/22/06 1:00 PM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1057237 +AHw-( 2 ) 35-1339168 +AHw-( 3 ) 35-1817530 +AHw-R L MCCOY INC +AHw-LAPORTE CONSTRUCTION CO +AHw-PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 709-51821 LUMP +AHw- 7000.00000 7000.00+AHw- 9184.08000 9184.08+AHw- 6000.00000 6000.00 SURFACE SEAL , STR. NO. 2 +AHw- +AHw- +AHw- 0072 710-51870 150.000 SFT +AHw- 50.00000 7500.00+AHw- 95.00000 14250.00+AHw- 75.00000 11250.00 REPOINTING MASONRY IN STRUCTURES +AHw- +AHw- +AHw- 0073 711-51038 LUMP +AHw- 291650.00000 291650.00+AHw- 256077.73000 256077.73+AHw- 608000.00000 608000.00 STRUCTURAL STEEL +AHw- +AHw- +AHw- 0074 715-05048 1556.000 LFT +AHw- 1.00000 1556.00+AHw- 14.60000 22717.60+AHw- 7.00000 10892.00 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0075 715-05053 441.000 LFT +AHw- 7.00000 3087.00+AHw- 24.54000 10822.14+AHw- 14.00000 6174.00 PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0076 715-05149 82.000 LFT +AHw- 21.00000 1722.00+AHw- 32.14000 2635.48+AHw- 34.00000 2788.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0077 715-05217 84.000 LFT +AHw- 26.00000 2184.00+AHw- 32.14000 2699.76+AHw- 47.00000 3948.00 PIPE, TYPE 5, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0078 715-05407 64.000 LFT +AHw- 6.00000 384.00+AHw- 24.54000 1570.56+AHw- 15.00000 960.00 PIPE, END BENT DRAIN, 6 IN. +AHw- +AHw- +AHw- 0079 718-06528 4.000 EACH +AHw- 1100.00000 4400.00+AHw- 1339.49000 5357.96+AHw- 650.00000 2600.00 OUTLET PROTECTOR, 1 +AHw- +AHw- +AHw- 0080 718-06532 1556.000 LFT +AHw- 1.25000 1945.00+AHw- 1.25000 1945.00+AHw- 1.00000 1556.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0081 718-52610 160.000 CYS +AHw- 15.00000 2400.00+AHw- 45.66000 7305.60+AHw- 30.00000 4800.00 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0082 718-99153 1348.000 SYS +AHw- 0.50000 674.00+AHw- 5.51000 7427.48+AHw- 2.00000 2696.00 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0083 720-45130 1.000 EACH +AHw- 1200.00000 1200.00+AHw- 1660.27000 1660.27+AHw- 1500.00000 1500.00 INLET, E7, MODIFIED +AHw- +AHw- +AHw- 0084 720-45145 2.000 EACH +AHw- 1500.00000 3000.00+AHw- 1660.26000 3320.52+AHw- 1700.00000 3400.00 INLET, J10, MODIFIED +AHw- +AHw- +AHw- 0085 720-45155 2.000 EACH +AHw- 1500.00000 3000.00+AHw- 1660.26000 3320.52+AHw- 1700.00000 3400.00 INLET, M10, MODIFIED +AHw- +AHw- +AHw- 0086 724-51925 204.000 LFT +AHw- 120.00000 24480.00+AHw- 190.54000 38870.16+AHw- 150.00000 30600.00 STRUCTURAL EXPANSION JOINT, SS +AHw- +AHw- +AHw- 0087 726-92406 36.000 EACH +AHw- 400.00000 14400.00+AHw- 770.80000 27748.80+AHw- 620.00000 22320.00 BEARING ASSEMBLY, ELASTOMERIC +AHw- +AHw- +AHw- 0088 728-98377 LUMP +AHw- 3000.00000 3000.00+AHw- 2390.00000 2390.00+AHw- 2300.00000 2300.00 MASONRY COATING , STR. NO. 1 +AHw- +AHw- +AHw- 0089 728-98377 LUMP +AHw- 3000.00000 3000.00+AHw- 2390.00000 2390.00+AHw- 2300.00000 2300.00 MASONRY COATING , STR. NO. 2 +AHw- +AHw- +AHw- 0090 801-01093 2.000 EACH +AHw- 470.00000 940.00+AHw- 470.00000 940.00+AHw- 470.00000 940.00 TEMPORARY WORKSITE SPEED LIMIT SIGN +AHw- +AHw- +AHw- ASSEMBLY +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 700 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,861,555.40 ROUTE : I-90 CALL ORDER : 700 CONTRACT ID : BT-28456-A COUNTIES : LAGRANGE LETTING DATE : 02/22/06 1:00 PM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1057237 +AHw-( 2 ) 35-1339168 +AHw-( 3 ) 35-1817530 +AHw-R L MCCOY INC +AHw-LAPORTE CONSTRUCTION CO +AHw-PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 801-04308 2.000 EACH +AHw- 315.00000 630.00+AHw- 315.00000 630.00+AHw- 315.00000 630.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0092 801-06198 180.000 DAY +AHw- 50.00000 9000.00+AHw- 117.00000 21060.00+AHw- 180.00000 32400.00 PATROLLER +AHw- +AHw- +AHw- 0093 801-06207 48230.000 LFT +AHw- 0.79000 38101.70+AHw- 0.79000 38101.70+AHw- 0.99000 47747.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0094 801-06469 5144.000 LFT +AHw- 1.58000 8127.52+AHw- 1.58000 8127.52+AHw- 1.98000 10185.12 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 8 IN. +AHw- +AHw- +AHw- 0095 801-06640 47.000 EACH +AHw- 108.00000 5076.00+AHw- 108.00000 5076.00+AHw- 108.00000 5076.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0096 801-06645 10.000 EACH +AHw- 40.00000 400.00+AHw- 40.00000 400.00+AHw- 40.00000 400.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0097 801-06710 720.000 DAY +AHw- 10.00000 7200.00+AHw- 10.00000 7200.00+AHw- 10.00000 7200.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0098 801-06775 LUMP +AHw- 13300.00000 13300.00+AHw- 23816.85000 23816.85+AHw- 25000.00000 25000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0099 801-07024 1.000 EACH +AHw- 6400.00000 6400.00+AHw- 7990.00000 7990.00+AHw- 7990.00000 7990.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 +AHw- +AHw- +AHw- 0100 801-07118 72.000 LFT +AHw- 15.00000 1080.00+AHw- 15.00000 1080.00+AHw- 15.00000 1080.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0101 801-07119 48.000 LFT +AHw- 15.00000 720.00+AHw- 15.00000 720.00+AHw- 15.00000 720.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0102 801-08388 4762.000 LFT +AHw- 23.00000 109526.00+AHw- 24.48000 116573.76+AHw- 28.00000 133336.00 TEMPORARY TRAFFIC BARRIER +AHw- +AHw- +AHw- 0103 801-08389 300.000 LFT +AHw- 25.00000 7500.00+AHw- 32.16000 9648.00+AHw- 35.00000 10500.00 TEMPORARY TRAFFIC BARRIER, ANCHORED +AHw- +AHw- +AHw- 0104 801-09133 4.000 EACH +AHw- 1200.00000 4800.00+AHw- 1200.00000 4800.00+AHw- 1200.00000 4800.00 TEMPORARY CHANGEABLE MESSAGE SIGN +AHw- +AHw- +AHw- 0105 802-07059 4.000 EACH +AHw- 200.00000 800.00+AHw- 195.00000 780.00+AHw- 195.00000 780.00 SIGN, SHEET, AND SUPPORTS, REMOVE +AHw- +AHw- +AHw- 0106 808-06716 37686.000 LFT +AHw- 0.50000 18843.00+AHw- 0.50000 18843.00+AHw- 0.25000 9421.50 LINE, REMOVE +AHw- +AHw- +AHw- 0107 808-75002 14280.000 LFT +AHw- 0.01000 142.80+AHw- 0.16000 2284.80+AHw- 0.21000 2998.80 LINE, PAINT, BROKEN, WHITE, 6 IN. +AHw- +AHw- +AHw- 0108 808-75007 14248.000 LFT +AHw- 0.25000 3562.00+AHw- 0.16000 2279.68+AHw- 0.21000 2992.08 LINE, PAINT, SOLID, WHITE, 6 IN. +AHw- +AHw- +AHw- 0109 808-75047 9156.000 LFT +AHw- 0.25000 2289.00+AHw- 0.16000 1464.96+AHw- 0.21000 1922.76 LINE, PAINT, SOLID, YELLOW, 6 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 700 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,861,555.40 ROUTE : I-90 CALL ORDER : 700 CONTRACT ID : BT-28456-A COUNTIES : LAGRANGE LETTING DATE : 02/22/06 1:00 PM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1057237 +AHw-( 2 ) 35-1339168 +AHw-( 3 ) 35-1817530 +AHw-R L MCCOY INC +AHw-LAPORTE CONSTRUCTION CO +AHw-PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 808-75996 230.000 EACH +AHw- 6.00000 1380.00+AHw- 18.78000 4319.40+AHw- 20.00000 4600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0111 808-75998 230.000 EACH +AHw- 1.00000 230.00+AHw- 10.00000 2300.00+AHw- 21.65000 4979.50 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0112 105-08520 5.000 EACH +AHw- 150.00000 750.00+AHw- 250.00000 1250.00+AHw- 200.00000 1000.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0113 105-08521 40.000 MOS +AHw- 50.00000 2000.00+AHw- 100.00000 4000.00+AHw- 60.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0114 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- SECTION TOTALS +AHw- +ACQ- 2,026,404.05+AHw- +ACQ- 2,652,669.16+AHw- +ACQ- 3,070,167.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,026,404.05+AHw- +ACQ- 2,652,669.16+AHw- +ACQ- 3,070,167.56 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-