INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -1 VENDOR RANKING CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 05/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0658146 0658145 0658144 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR COMPANY +ACQ- 46,228,000.00 100.0000+ACU- 2 99-9991190 SUPERIOR/RIETH-RILEY J/V +ACQ- 51,824,285.00 112.1058+ACU- 3 36-4136428 F H P TECTONICS CORPORATION +ACQ- 65,625,291.61 141.9600+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 1067676.20000 1067676.20+AHw- 705000.00000 705000.00+AHw- 1000000.00000 1000000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 11.000 EACH +AHw- 300.00000 3300.00+AHw- 55.00000 605.00+AHw- 200.00000 2200.00 RADIO +AHw- +AHw- +AHw- 0003 105-07039 24.000 MOS +AHw- 2205.00000 52920.00+AHw- 1750.00000 42000.00+AHw- 2500.00000 60000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0004 105-08520 4.000 EACH +AHw- 200.00000 800.00+AHw- 155.00000 620.00+AHw- 200.00000 800.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 96.000 MOS +AHw- 100.00000 9600.00+AHw- 60.00000 5760.00+AHw- 100.00000 9600.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 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- 0007 110-01001 LUMP +AHw- 2320000.00000 2320000.00+AHw- 2650000.00000 2650000.00+AHw- 3200000.00000 3200000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0008 201-52370 LUMP +AHw- 464000.00000 464000.00+AHw- 530000.00000 530000.00+AHw- 650000.00000 650000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0009 202-02240 79826.000 SYS +AHw- 3.00000 239478.00+AHw- 4.00000 319304.00+AHw- 15.00000 1197390.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0010 202-02241 8903.000 LFT +AHw- 5.00000 44515.00+AHw- 2.10000 18696.30+AHw- 2.10000 18696.30 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0011 202-02271 11.000 EACH +AHw- 500.00000 5500.00+AHw- 400.00000 4400.00+AHw- 700.00000 7700.00 HEADWALL, REMOVE +AHw- +AHw- +AHw- 0012 202-02272 22.000 LFT +AHw- 50.00000 1100.00+AHw- 25.00000 550.00+AHw- 60.00000 1320.00 PAVED SIDE DITCH, REMOVE +AHw- +AHw- +AHw- 0013 202-51328 LUMP +AHw- 25000.00000 25000.00+AHw- 100000.00000 100000.00+AHw- 1100000.00000 1100000.00 PRESENT STRUCTURE, REMOVE PORTIONS , +AHw- +AHw- +AHw- STR. NO. 13 +AHw- +AHw- +AHw- 0014 202-51328 LUMP +AHw- 25000.00000 25000.00+AHw- 100000.00000 100000.00+AHw- 1100000.00000 1100000.00 PRESENT STRUCTURE, REMOVE PORTIONS , +AHw- +AHw- +AHw- STR. NO. 14 +AHw- +AHw- +AHw- 0015 202-51330 LUMP +AHw- 400000.00000 400000.00+AHw- 500000.00000 500000.00+AHw- 1000000.00000 1000000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 13 +AHw- +AHw- +AHw- 0016 202-51330 LUMP +AHw- 380000.00000 380000.00+AHw- 500000.00000 500000.00+AHw- 950000.00000 950000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 14 +AHw- +AHw- +AHw- 0017 202-74040 7.000 EACH +AHw- 320.00000 2240.00+AHw- 320.00000 2240.00+AHw- 320.00000 2240.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-74045 53.000 EACH +AHw- 55.00000 2915.00+AHw- 55.00000 2915.00+AHw- 55.00000 2915.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0019 202-74050 1.000 EACH +AHw- 800.00000 800.00+AHw- 800.00000 800.00+AHw- 800.00000 800.00 SIGN, OVERHEAD, REMOVE +AHw- +AHw- +AHw- 0020 202-74055 3.000 EACH +AHw- 3210.00000 9630.00+AHw- 3210.00000 9630.00+AHw- 3210.00000 9630.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0021 202-74085 5.000 EACH +AHw- 1450.00000 7250.00+AHw- 1450.00000 7250.00+AHw- 1450.00000 7250.00 OVERHEAD SIGN STRUCTURE, TWIN +AHw- +AHw- +AHw- CANTILEVER, REMOVE +AHw- +AHw- +AHw- 0022 202-91385 11.000 EACH +AHw- 321.05000 3531.55+AHw- 225.00000 2475.00+AHw- 350.00000 3850.00 INLET, REMOVE +AHw- +AHw- +AHw- 0023 202-93741 11.000 EACH +AHw- 212.61000 2338.71+AHw- 210.00000 2310.00+AHw- 210.00000 2310.00 GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0024 202-93763 32.000 EACH +AHw- 310.00000 9920.00+AHw- 310.00000 9920.00+AHw- 310.00000 9920.00 LIGHT STANDARD AND FOUNDATION, REMOVE +AHw- +AHw- +AHw- 0025 202-94954 1917.000 LFT +AHw- 15.00000 28755.00+AHw- 16.00000 30672.00+AHw- 40.00000 76680.00 BARRIER WALL, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0026 202-95027 1.000 EACH +AHw- 500.00000 500.00+AHw- 560.00000 560.00+AHw- 310.00000 310.00 IMPACT ATTENUATOR, REMOVE +AHw- +AHw- +AHw- 0027 202-95579 2.000 EACH +AHw- 100.00000 200.00+AHw- 100.00000 200.00+AHw- 100.00000 200.00 SERVICE POINT, REMOVE +AHw- +AHw- +AHw- 0028 202-96070 3.000 EACH +AHw- 1110.00000 3330.00+AHw- 1100.00000 3300.00+AHw- 1100.00000 3300.00 HIGH MAST TOWER, REMOVE +AHw- +AHw- +AHw- 0029 202-96133 1483.000 LFT +AHw- 15.00000 22245.00+AHw- 36.00000 53388.00+AHw- 21.00000 31143.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0030 202-99187 11448.000 LFT +AHw- 2.00000 22896.00+AHw- 1.10000 12592.80+AHw- 1.10000 12592.80 FENCE, FARM FIELD, REMOVE +AHw- +AHw- +AHw- 0031 203-02000 215480.000 CYS +AHw- 16.00000 3447680.00+AHw- 23.00000 4956040.00+AHw- 24.00000 5171520.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0032 203-02070 37495.000 CYS +AHw- 0.01000 374.95+AHw- 1.00000 37495.00+AHw- 12.00000 449940.00 BORROW +AHw- +AHw- +AHw- 0033 203-02100 24375.000 CYS +AHw- 6.50000 158437.50+AHw- 9.80000 238875.00+AHw- 20.00000 487500.00 EXCAVATION, PEAT +AHw- +AHw- +AHw- 0034 205-03371 1040.000 CYS +AHw- 12.00000 12480.00+AHw- 35.00000 36400.00+AHw- 25.00000 26000.00 SEDIMENT, REMOVE +AHw- +AHw- +AHw- 0035 205-06931 327.000 TON +AHw- 168.11000 54971.97+AHw- 80.00000 26160.00+AHw- 75.00000 24525.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0036 205-06932 240.000 LFT +AHw- 11.55000 2772.00+AHw- 11.55000 2772.00+AHw- 11.55000 2772.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 205-06933 3.000 EACH +AHw- 125.00000 375.00+AHw- 125.00000 375.00+AHw- 125.00000 375.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0038 205-06936 827.000 TON +AHw- 57.07000 47196.89+AHw- 41.00000 33907.00+AHw- 47.38000 39183.26 TEMPORARY SEDIMENT TRAP +AHw- +AHw- +AHw- 0039 205-06937 12683.000 LFT +AHw- 1.48000 18770.84+AHw- 1.48000 18770.84+AHw- 1.48000 18770.84 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0040 206-51230 80.000 CYS +AHw- 90.00000 7200.00+AHw- 68.00000 5440.00+AHw- 100.00000 8000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED +AHw- +AHw- +AHw- 0041 206-93520 22100.000 SFT +AHw- 1.00000 22100.00+AHw- 24.00000 530400.00+AHw- 31.50000 696150.00 TEMPORARY SHEET PILING +AHw- +AHw- +AHw- 0042 207-08262 31181.000 SYS +AHw- 5.00000 155905.00+AHw- 1.10000 34299.10+AHw- 17.00000 530077.00 SUBGRADE TREATMENT, TYPE I +AHw- +AHw- +AHw- 0043 207-08263 68100.000 SYS +AHw- 9.00000 612900.00+AHw- 9.50000 646950.00+AHw- 17.00000 1157700.00 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0044 207-08267 43397.000 SYS +AHw- 4.00000 173588.00+AHw- 6.00000 260382.00+AHw- 10.00000 433970.00 SUBGRADE TREATMENT, TYPE IIIA +AHw- +AHw- +AHw- 0045 211-02050 107285.000 CYS +AHw- 11.00000 1180135.00+AHw- 10.00000 1072850.00+AHw- 14.00000 1501990.00 B BORROW +AHw- +AHw- +AHw- 0046 211-06467 161.800 CYS +AHw- 45.00000 7281.00+AHw- 50.00000 8090.00+AHw- 75.00000 12135.00 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0047 211-07454 132612.000 CYS +AHw- 12.50000 1657650.00+AHw- 10.00000 1326120.00+AHw- 26.00000 3447912.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0048 301-07448 79242.000 TON +AHw- 12.50000 990525.00+AHw- 12.00000 950904.00+AHw- 15.00000 1188630.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0049 302-06464 26204.000 CYS +AHw- 35.00000 917140.00+AHw- 32.00000 838528.00+AHw- 36.00000 943344.00 SUBBASE FOR PCCP +AHw- +AHw- +AHw- 0050 302-07455 451.300 CYS +AHw- 65.00000 29334.50+AHw- 47.00000 21211.10+AHw- 55.00000 24821.50 DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0051 303-01180 322.000 TON +AHw- 26.00000 8372.00+AHw- 26.00000 8372.00+AHw- 15.00000 4830.00 COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0052 402-07434 2541.000 TON +AHw- 56.00000 142296.00+AHw- 65.00000 165165.00+AHw- 62.50000 158812.50 HMA SURFACE, TYPE C +AHw- +AHw- +AHw- 0053 402-07439 4282.000 TON +AHw- 51.00000 218382.00+AHw- 50.00000 214100.00+AHw- 55.00000 235510.00 HMA INTERMEDIATE, TYPE C +AHw- +AHw- +AHw- 0054 402-07442 19540.000 TON +AHw- 49.00000 957460.00+AHw- 45.00000 879300.00+AHw- 54.50000 1064930.00 HMA BASE, TYPE C +AHw- +AHw- +AHw- 0055 402-07453 2511.000 TON +AHw- 60.00000 150660.00+AHw- 50.00000 125550.00+AHw- 75.00000 188325.00 HMA FOR TEMPORARY PAVEMENT +AHw- +AHw- +AHw- 0056 406-05520 32.000 TON +AHw- 560.00000 17920.00+AHw- 340.00000 10880.00+AHw- 541.25000 17320.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 501-06325 64174.000 SYS +AHw- 47.50000 3048265.00+AHw- 56.00000 3593744.00+AHw- 65.00000 4171310.00 QC/QA-PCCP, 14 IN. +AHw- +AHw- +AHw- 0058 501-08544 32478.000 SYS +AHw- 48.25000 1567063.50+AHw- 64.00000 2078592.00+AHw- 69.00000 2240982.00 QC/QA-PCCP, 16 IN. +AHw- +AHw- +AHw- 0059 503-03489 8441.000 EACH +AHw- 6.00000 50646.00+AHw- 14.00000 118174.00+AHw- 8.00000 67528.00 RETROFITTED TIE BARS +AHw- +AHw- +AHw- 0060 503-05240 55225.000 LFT +AHw- 9.00000 497025.00+AHw- 11.00000 607475.00+AHw- 7.50000 414187.50 D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0061 503-05310 465.000 LFT +AHw- 130.00000 60450.00+AHw- 175.00000 81375.00+AHw- 38.00000 17670.00 TERMINAL JOINT +AHw- +AHw- +AHw- 0062 601-06035 279.000 LFT +AHw- 16.00000 4464.00+AHw- 13.00000 3627.00+AHw- 13.00000 3627.00 GUARDRAIL, RESET +AHw- +AHw- +AHw- 0063 601-06238 9.000 EACH +AHw- 14680.43000 132123.87+AHw- 15833.00000 142497.00+AHw- 14500.00000 130500.00 IMPACT ATTENUATOR, R1, W1, TL-3 +AHw- +AHw- +AHw- 0064 601-06239 1.000 EACH +AHw- 16705.31000 16705.31+AHw- 18000.00000 18000.00+AHw- 16500.00000 16500.00 IMPACT ATTENUATOR, R1, W2, TL-3 +AHw- +AHw- +AHw- 0065 601-06246 3.000 EACH +AHw- 15085.40000 45256.20+AHw- 14900.00000 44700.00+AHw- 14900.00000 44700.00 IMPACT ATTENUATOR, R2, W1, TL-3 +AHw- +AHw- +AHw- 0066 601-06248 1.000 EACH +AHw- 20147.62000 20147.62+AHw- 21400.00000 21400.00+AHw- 19900.00000 19900.00 IMPACT ATTENUATOR, R2, W3, TL-3 +AHw- +AHw- +AHw- 0067 601-06421 1.000 EACH +AHw- 5568.44000 5568.44+AHw- 5500.00000 5500.00+AHw- 5500.00000 5500.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, +AHw- +AHw- +AHw- R1, W1, TL-3 +AHw- +AHw- +AHw- 0068 601-06422 1.000 EACH +AHw- 6580.88000 6580.88+AHw- 6500.00000 6500.00+AHw- 6500.00000 6500.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, +AHw- +AHw- +AHw- R1, W2, TL-3 +AHw- +AHw- +AHw- 0069 601-06454 1.000 EACH +AHw- 5568.44000 5568.44+AHw- 5500.00000 5500.00+AHw- 5500.00000 5500.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, +AHw- +AHw- +AHw- R2, W1, TL-3 +AHw- +AHw- +AHw- 0070 601-07024 6.000 EACH +AHw- 5900.00000 35400.00+AHw- 6500.00000 39000.00+AHw- 5900.00000 35400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 +AHw- +AHw- +AHw- 0071 602-06729 1125.000 EACH +AHw- 9.00000 10125.00+AHw- 4.25000 4781.25+AHw- 4.25000 4781.25 BARRIER DELINEATOR +AHw- +AHw- +AHw- 0072 602-06944 8939.000 LFT +AHw- 33.00000 294987.00+AHw- 61.00000 545279.00+AHw- 66.00000 589974.00 BARRIER, CONCRETE, 33 IN. +AHw- +AHw- +AHw- 0073 602-08603 5139.000 LFT +AHw- 120.00000 616680.00+AHw- 75.00000 385425.00+AHw- 85.00000 436815.00 CONCRETE BARRIER, 45 IN. +AHw- +AHw- +AHw- 0074 603-06045 11448.000 LFT +AHw- 13.00000 148824.00+AHw- 10.10000 115624.80+AHw- 10.10000 115624.80 FENCE, CHAIN LINK, 48 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 603-93373 482.000 LFT +AHw- 45.00000 21690.00+AHw- 24.10000 11616.20+AHw- 24.10000 11616.20 FENCE, PEDESTRIAN +AHw- +AHw- +AHw- 0076 609-06262 571.200 SYS +AHw- 65.00000 37128.00+AHw- 80.00000 45696.00+AHw- 125.00000 71400.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0077 609-08579 2116.500 SYS +AHw- 70.00000 148155.00+AHw- 85.00000 179902.50+AHw- 125.00000 264562.50 REINFORCED CONCRETE BRIDGE APPROACH, 16 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0078 615-06510 9.000 EACH +AHw- 300.00000 2700.00+AHw- 250.00000 2250.00+AHw- 250.00000 2250.00 MONUMENT, C +AHw- +AHw- +AHw- 0079 615-06515 55.000 EACH +AHw- 125.00000 6875.00+AHw- 90.00000 4950.00+AHw- 90.00000 4950.00 MONUMENT, D +AHw- +AHw- +AHw- 0080 615-06527 3.000 EACH +AHw- 500.00000 1500.00+AHw- 250.00000 750.00+AHw- 250.00000 750.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0081 616-02320 5891.200 SYS +AHw- 3.50000 20619.20+AHw- 3.50000 20619.20+AHw- 5.00000 29456.00 GEOTEXTILES +AHw- +AHw- +AHw- 0082 616-05688 1613.000 TON +AHw- 65.00000 104845.00+AHw- 40.00000 64520.00+AHw- 50.00000 80650.00 RIPRAP, CLASS 1 +AHw- +AHw- +AHw- 0083 616-05689 140.000 TON +AHw- 55.00000 7700.00+AHw- 55.00000 7700.00+AHw- 60.00000 8400.00 RIPRAP, CLASS 2 +AHw- +AHw- +AHw- 0084 616-06405 1895.000 TON +AHw- 45.00000 85275.00+AHw- 38.00000 72010.00+AHw- 60.00000 113700.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0085 621-01004 8.000 EACH +AHw- 450.00000 3600.00+AHw- 450.00000 3600.00+AHw- 450.00000 3600.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0086 621-02770 223.000 SYS +AHw- 2.10000 468.30+AHw- 2.10000 468.30+AHw- 2.10000 468.30 EROSION CONTROL BLANKET +AHw- +AHw- +AHw- 0087 621-06545 10.100 TON +AHw- 710.00000 7171.00+AHw- 710.00000 7171.00+AHw- 710.00000 7171.00 FERTILIZER +AHw- +AHw- +AHw- 0088 621-06554 2908.000 LBS +AHw- 4.24000 12329.92+AHw- 4.24000 12329.92+AHw- 4.24000 12329.92 SEED MIXTURE, U +AHw- +AHw- +AHw- 0089 621-06557 473.000 LBS +AHw- 3.70000 1750.10+AHw- 3.70000 1750.10+AHw- 3.70000 1750.10 SEED MIXTURE, T +AHw- +AHw- +AHw- 0090 621-06565 51.000 TON +AHw- 540.00000 27540.00+AHw- 540.00000 27540.00+AHw- 540.00000 27540.00 MULCHING MATERIAL +AHw- +AHw- +AHw- 0091 621-06567 227.000 kGAL +AHw- 7.50000 1702.50+AHw- 7.50000 1702.50+AHw- 7.50000 1702.50 WATER +AHw- +AHw- +AHw- 0092 621-06574 6292.000 SYS +AHw- 3.56000 22399.52+AHw- 3.56000 22399.52+AHw- 3.56000 22399.52 SODDING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 701-06011 10.000 EACH +AHw- 4500.00000 45000.00+AHw- 565.00000 5650.00+AHw- 15000.00000 150000.00 DYNAMIC PILE LOAD TEST +AHw- +AHw- +AHw- 0095 701-06012 10.000 EACH +AHw- 2400.00000 24000.00+AHw- 2265.00000 22650.00+AHw- 3000.00000 30000.00 TEST PILE, RESTRIKE +AHw- +AHw- +AHw- 0096 701-06027 10.000 EACH +AHw- 700.00000 7000.00+AHw- 2800.00000 28000.00+AHw- 12000.00000 120000.00 TEST PILE +AHw- +AHw- +AHw- 0097 701-91792 66.000 EACH +AHw- 241.69000 15951.54+AHw- 350.00000 23100.00+AHw- 100.00000 6600.00 PILE TIP, STEEL H +AHw- +AHw- +AHw- 0098 701-95780 7812.000 LFT +AHw- 56.56000 441846.72+AHw- 33.00000 257796.00+AHw- 30.00000 234360.00 PILE, STEEL H, HP 12 X 74 +AHw- +AHw- +AHw- 0099 702-51005 279.200 CYS +AHw- 750.00000 209400.00+AHw- 600.00000 167520.00+AHw- 750.00000 209400.00 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0100 702-51015 670.000 CYS +AHw- 450.00000 301500.00+AHw- 500.00000 335000.00+AHw- 650.00000 435500.00 CONCRETE, B, FOOTINGS +AHw- +AHw- +AHw- 0101 702-51863 72.000 EACH +AHw- 30.00000 2160.00+AHw- 20.00000 1440.00+AHw- 50.00000 3600.00 FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0102 702-90915 1589.000 CYS +AHw- 800.00000 1271200.00+AHw- 450.00000 715050.00+AHw- 500.00000 794500.00 CONCRETE, A +AHw- +AHw- +AHw- 0103 703-06029 759518.000 LBS +AHw- 0.84000 637995.12+AHw- 1.00000 759518.00+AHw- 0.88000 668375.84 REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- 0104 703-97936 497.000 EACH +AHw- 28.32000 14075.04+AHw- 19.00000 9443.00+AHw- 25.00000 12425.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED +AHw- +AHw- +AHw- 0105 704-51002 747.200 CYS +AHw- 775.00000 579080.00+AHw- 700.00000 523040.00+AHw- 750.00000 560400.00 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0106 706-08500 11871.000 SYS +AHw- 82.79000 982800.09+AHw- 110.00000 1305810.00+AHw- 90.00000 1068390.00 REINFORCED CONCRETE MOMENT SLAB, 14 IN. +AHw- +AHw- +AHw- 0107 706-08504 2030.000 SYS +AHw- 89.82000 182334.60+AHw- 120.00000 243600.00+AHw- 125.00000 253750.00 REINFORCED CONCRETE MOMENT SLAB, 16 IN. +AHw- +AHw- +AHw- 0108 706-51020 285.700 CYS +AHw- 450.00000 128565.00+AHw- 203.00000 57997.10+AHw- 750.00000 214275.00 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0109 706-51025 9294.000 LFT +AHw- 50.00000 464700.00+AHw- 67.00000 622698.00+AHw- 71.00000 659874.00 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0110 707-05985 2331.000 LFT +AHw- 225.00000 524475.00+AHw- 400.00000 932400.00+AHw- 350.00000 815850.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV +AHw- +AHw- +AHw- 54 IN. X 20 IN. +AHw- +AHw- +AHw- 0111 709-51821 LUMP +AHw- 7140.15000 7140.15+AHw- 5000.00000 5000.00+AHw- 50000.00000 50000.00 SURFACE SEAL +AHw- +AHw- +AHw- 0112 709-51821 LUMP +AHw- 3963.06000 3963.06+AHw- 4060.00000 4060.00+AHw- 7500.00000 7500.00 SURFACE SEAL , STR. NO. 12 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 709-51821 LUMP +AHw- 7290.62000 7290.62+AHw- 7700.00000 7700.00+AHw- 10000.00000 10000.00 SURFACE SEAL , STR. NO. 14 +AHw- +AHw- +AHw- 0114 711-51038 LUMP +AHw- 500000.00000 500000.00+AHw- 850000.00000 850000.00+AHw- 950000.00000 950000.00 STRUCTURAL STEEL , STR. NO. 12 +AHw- +AHw- +AHw- 0115 711-51038 LUMP +AHw- 80000.00000 80000.00+AHw- 300000.00000 300000.00+AHw- 950000.00000 950000.00 STRUCTURAL STEEL , STR. NO. 14 +AHw- +AHw- +AHw- 0116 711-51070 84.000 EACH +AHw- 88.20000 7408.80+AHw- 35.00000 2940.00+AHw- 225.00000 18900.00 ANCHOR PLATE, AP 1 +AHw- +AHw- +AHw- 0117 711-51075 8.000 EACH +AHw- 93.20000 745.60+AHw- 38.00000 304.00+AHw- 225.00000 1800.00 ANCHOR PLATE, AP 2 +AHw- +AHw- +AHw- 0118 714-93978 208.000 LFT +AHw- 200.00000 41600.00+AHw- 170.00000 35360.00+AHw- 368.00000 76544.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 4 FT. X 2 FT. +AHw- +AHw- +AHw- 0119 715-03321 7.000 EACH +AHw- 500.00000 3500.00+AHw- 850.00000 5950.00+AHw- 850.00000 5950.00 SAFETY METAL END SECTION, 6:1, 12 IN. +AHw- +AHw- +AHw- 0120 715-04482 6.000 EACH +AHw- 500.00000 3000.00+AHw- 810.00000 4860.00+AHw- 1000.00000 6000.00 PIPE CONNECTION COLLAR AND PAD +AHw- +AHw- +AHw- 0121 715-04555 1.000 EACH +AHw- 700.00000 700.00+AHw- 775.00000 775.00+AHw- 1500.00000 1500.00 PIPE END SECTION, MIN. AREA 5.1 SQ. FT. +AHw- +AHw- +AHw- 0122 715-05019 111.000 LFT +AHw- 71.19000 7902.09+AHw- 75.00000 8325.00+AHw- 89.00000 9879.00 PIPE, TYPE 1, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0123 715-05048 14627.000 LFT +AHw- 2.78000 40663.06+AHw- 5.50000 80448.50+AHw- 7.00000 102389.00 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0124 715-05053 1404.000 LFT +AHw- 19.81000 27813.24+AHw- 20.00000 28080.00+AHw- 25.00000 35100.00 PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0125 715-05123 187.000 LFT +AHw- 39.37000 7362.19+AHw- 35.00000 6545.00+AHw- 59.00000 11033.00 PIPE, TYPE 1, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0126 715-05149 2566.000 LFT +AHw- 23.98000 61532.68+AHw- 30.00000 76980.00+AHw- 33.00000 84678.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0127 715-05151 437.000 LFT +AHw- 29.27000 12790.99+AHw- 35.00000 15295.00+AHw- 35.00000 15295.00 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0128 715-05152 140.000 LFT +AHw- 31.72000 4440.80+AHw- 40.00000 5600.00+AHw- 42.00000 5880.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0129 715-05171 46.000 LFT +AHw- 32.31000 1486.26+AHw- 45.00000 2070.00+AHw- 43.00000 1978.00 PIPE, TYPE 3, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0130 715-05217 117.000 LFT +AHw- 28.63000 3349.71+AHw- 35.00000 4095.00+AHw- 35.00000 4095.00 PIPE, TYPE 5, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0131 715-05233 134.000 LFT +AHw- 83.26000 11156.84+AHw- 85.00000 11390.00+AHw- 86.00000 11524.00 PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 715-05244 469.000 LFT +AHw- 325.00000 152425.00+AHw- 150.00000 70350.00+AHw- 153.00000 71757.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 +AHw- +AHw- +AHw- SQ. FT. +AHw- +AHw- +AHw- 0133 715-05422 1477.000 LFT +AHw- 99.00000 146223.00+AHw- 65.00000 96005.00+AHw- 115.00000 169855.00 PIPE, SLOTTED DRAIN, 12 IN. +AHw- +AHw- +AHw- 0134 715-06471 2.000 EACH +AHw- 471.93000 943.86+AHw- 600.00000 1200.00+AHw- 1200.00000 2400.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. +AHw- +AHw- +AHw- 0135 715-07536 2.000 EACH +AHw- 2410.56000 4821.12+AHw- 825.00000 1650.00+AHw- 1000.00000 2000.00 CONCRETE ANCHOR, MIN. AREA 12.9 SFT. +AHw- +AHw- +AHw- 0136 715-08243 70.000 LFT +AHw- 90.00000 6300.00+AHw- 70.00000 4900.00+AHw- 85.00000 5950.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 3.3 +AHw- +AHw- +AHw- SQ. FT. +AHw- +AHw- +AHw- 0137 715-08447 129.000 LFT +AHw- 100.37000 12947.73+AHw- 95.00000 12255.00+AHw- 175.00000 22575.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 5.1 +AHw- +AHw- +AHw- SQ. FT. +AHw- +AHw- +AHw- 0138 715-08450 1.000 EACH +AHw- 1611.54000 1611.54+AHw- 1825.00000 1825.00+AHw- 2400.00000 2400.00 SAFETY METAL END SECTION, 6:1, MIN. +AHw- +AHw- +AHw- AREA 5.1 SQ. FT. +AHw- +AHw- +AHw- 0139 715-08627 17.000 LFT +AHw- 35.36000 601.12+AHw- 32.00000 544.00+AHw- 30.00000 510.00 PIPE, TYPE 2, CIRCULAR, 4 IN. +AHw- +AHw- +AHw- 0140 715-08629 4.000 EACH +AHw- 1182.81000 4731.24+AHw- 1500.00000 6000.00+AHw- 1600.00000 6400.00 SAFETY METAL END SECTION, 6:1, MIN. +AHw- +AHw- +AHw- AREA 3.3 SFT. +AHw- +AHw- +AHw- 0141 715-46000 34.000 EACH +AHw- 219.81000 7473.54+AHw- 305.00000 10370.00+AHw- 400.00000 13600.00 PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- 0142 715-46005 5.000 EACH +AHw- 228.67000 1143.35+AHw- 310.00000 1550.00+AHw- 500.00000 2500.00 PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0143 715-46010 4.000 EACH +AHw- 279.89000 1119.56+AHw- 355.00000 1420.00+AHw- 600.00000 2400.00 PIPE END SECTION, 18 IN. +AHw- +AHw- +AHw- 0144 715-46020 4.000 EACH +AHw- 381.92000 1527.68+AHw- 400.00000 1600.00+AHw- 900.00000 3600.00 PIPE END SECTION, 24 IN. +AHw- +AHw- +AHw- 0145 715-46040 2.000 EACH +AHw- 574.22000 1148.44+AHw- 625.00000 1250.00+AHw- 1700.00000 3400.00 PIPE END SECTION, 36 IN. +AHw- +AHw- +AHw- 0146 718-06529 56.000 EACH +AHw- 618.00000 34608.00+AHw- 900.00000 50400.00+AHw- 500.00000 28000.00 OUTLET PROTECTOR, 2 +AHw- +AHw- +AHw- 0147 718-06532 3281.000 LFT +AHw- 1.00000 3281.00+AHw- 1.25000 4101.25+AHw- 1.00000 3281.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0148 718-52610 780.000 CYS +AHw- 35.00000 27300.00+AHw- 25.00000 19500.00+AHw- 80.00000 62400.00 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 720-03988 2.000 EACH +AHw- 3776.40000 7552.80+AHw- 3500.00000 7000.00+AHw- 5500.00000 11000.00 MANHOLE, J4, DROP +AHw- +AHw- +AHw- 0150 720-07253 3.000 EACH +AHw- 2594.71000 7784.13+AHw- 2500.00000 7500.00+AHw- 1800.00000 5400.00 INLET, R +AHw- +AHw- +AHw- 0151 720-07299 10.000 EACH +AHw- 4002.81000 40028.10+AHw- 3000.00000 30000.00+AHw- 3500.00000 35000.00 INLET TYPE H +AHw- +AHw- +AHw- 0152 720-07300 13.000 EACH +AHw- 6313.93000 82081.09+AHw- 5500.00000 71500.00+AHw- 8000.00000 104000.00 INLET TYPE H, WITH SLOTTED DRAIN +AHw- +AHw- +AHw- 0153 720-07301 18.000 EACH +AHw- 2053.28000 36959.04+AHw- 1500.00000 27000.00+AHw- 2500.00000 45000.00 INLET TYPE HA +AHw- +AHw- +AHw- 0154 720-07301 4.000 EACH +AHw- 2360.95000 9443.80+AHw- 1500.00000 6000.00+AHw- 2750.00000 11000.00 INLET TYPE HA , MODIFIED +AHw- +AHw- +AHw- 0155 720-07302 20.000 EACH +AHw- 3839.32000 76786.40+AHw- 2750.00000 55000.00+AHw- 4600.00000 92000.00 INLET TYPE HA, WITH SLOTTED DRAIN +AHw- +AHw- +AHw- 0156 720-08628 2.000 EACH +AHw- 2796.39000 5592.78+AHw- 1750.00000 3500.00+AHw- 500.00000 1000.00 SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE +AHw- +AHw- +AHw- II +AHw- +AHw- +AHw- 0157 720-45030 1.000 EACH +AHw- 1709.03000 1709.03+AHw- 1100.00000 1100.00+AHw- 1400.00000 1400.00 INLET, E7 +AHw- +AHw- +AHw- 0158 720-45130 2.000 EACH +AHw- 2727.62000 5455.24+AHw- 1250.00000 2500.00+AHw- 1500.00000 3000.00 INLET, E7, MODIFIED +AHw- +AHw- +AHw- 0159 720-45410 9.000 EACH +AHw- 3606.46000 32458.14+AHw- 2250.00000 20250.00+AHw- 3300.00000 29700.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0160 720-90129 1.000 EACH +AHw- 3984.39000 3984.39+AHw- 2750.00000 2750.00+AHw- 2600.00000 2600.00 MANHOLE, J2 +AHw- +AHw- +AHw- 0161 720-90984 12.000 EACH +AHw- 3726.85000 44722.20+AHw- 2500.00000 30000.00+AHw- 3200.00000 38400.00 MANHOLE, C2 +AHw- +AHw- +AHw- 0162 720-96422 27.000 EACH +AHw- 752.00000 20304.00+AHw- 752.00000 20304.00+AHw- 752.00000 20304.00 INLET, A, MODIFIED +AHw- +AHw- +AHw- 0163 724-51925 331.000 LFT +AHw- 125.00000 41375.00+AHw- 150.00000 49650.00+AHw- 125.00000 41375.00 STRUCTURAL EXPANSION JOINT, SS +AHw- +AHw- +AHw- 0164 726-92406 5.000 EACH +AHw- 4000.00000 20000.00+AHw- 2750.00000 13750.00+AHw- 2500.00000 12500.00 BEARING ASSEMBLY, ELASTOMERIC +AHw- +AHw- +AHw- 0165 728-98377 LUMP +AHw- 14802.00000 14802.00+AHw- 5000.00000 5000.00+AHw- 225000.00000 225000.00 MASONRY COATING +AHw- +AHw- +AHw- 0166 728-98377 LUMP +AHw- 2302.65000 2302.65+AHw- 2385.00000 2385.00+AHw- 3230.00000 3230.00 MASONRY COATING , STR. NO. 12 +AHw- +AHw- +AHw- 0167 728-98377 LUMP +AHw- 4715.80000 4715.80+AHw- 3550.00000 3550.00+AHw- 4130.00000 4130.00 MASONRY COATING , STR. NO. 14 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0168 731-07016 929.000 SFT +AHw- 14.00000 13006.00+AHw- 14.00000 13006.00+AHw- 25.00000 23225.00 FACE PANELS, WIRE +AHw- +AHw- +AHw- 0169 731-93945 234063.000 SFT +AHw- 13.00000 3042819.00+AHw- 14.00000 3276882.00+AHw- 16.00000 3745008.00 FACE PANELS, CONCRETE +AHw- +AHw- +AHw- 0170 731-93946 234992.000 SFT +AHw- 10.00000 2349920.00+AHw- 10.00000 2349920.00+AHw- 12.00000 2819904.00 WALL ERECTION +AHw- +AHw- +AHw- 0171 731-93947 11147.000 LFT +AHw- 33.00000 367851.00+AHw- 21.00000 234087.00+AHw- 40.00000 445880.00 LEVELING PAD, CONCRETE +AHw- +AHw- +AHw- 0172 732-07653 5748.000 TON +AHw- 17.68000 101624.64+AHw- 10.00000 57480.00+AHw- 15.00000 86220.00 COARSE AGGREGATE, NO. 8 +AHw- +AHw- +AHw- 0173 801-03290 15.000 EACH +AHw- 345.00000 5175.00+AHw- 345.00000 5175.00+AHw- 345.00000 5175.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0174 801-06198 500.000 DAY +AHw- 570.00000 285000.00+AHw- 700.00000 350000.00+AHw- 1050.00000 525000.00 PATROLLER +AHw- +AHw- +AHw- 0175 801-06201 247.000 SYS +AHw- 145.00000 35815.00+AHw- 300.00000 74100.00+AHw- 145.00000 35815.00 TEMPORARY PANEL SIGNS +AHw- +AHw- +AHw- 0176 801-06202 950.000 LFT +AHw- 17.65000 16767.50+AHw- 22.00000 20900.00+AHw- 17.65000 16767.50 TEMPORARY PANEL SIGN SUPPORTS +AHw- +AHw- +AHw- 0177 801-06207 198762.000 LFT +AHw- 0.92000 182861.04+AHw- 0.88000 174910.56+AHw- 0.92000 182861.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0178 801-06208 9737.000 LFT +AHw- 1.08000 10515.96+AHw- 1.08000 10515.96+AHw- 1.08000 10515.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 5 IN. +AHw- +AHw- +AHw- 0179 801-06469 308.000 LFT +AHw- 3.78000 1164.24+AHw- 3.78000 1164.24+AHw- 3.78000 1164.24 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 8 IN. +AHw- +AHw- +AHw- 0180 801-06625 7.000 EACH +AHw- 148.00000 1036.00+AHw- 148.00000 1036.00+AHw- 148.00000 1036.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0181 801-06640 36.000 EACH +AHw- 248.00000 8928.00+AHw- 248.00000 8928.00+AHw- 248.00000 8928.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0182 801-06645 33.000 EACH +AHw- 48.00000 1584.00+AHw- 48.00000 1584.00+AHw- 48.00000 1584.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0183 801-06710 200.000 DAY +AHw- 12.50000 2500.00+AHw- 12.50000 2500.00+AHw- 12.50000 2500.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0184 801-06775 LUMP +AHw- 1170000.00000 1170000.00+AHw- 1254000.00000 1254000.00+AHw- 58200.00000 58200.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0185 801-07118 120.000 LFT +AHw- 26.30000 3156.00+AHw- 26.30000 3156.00+AHw- 26.30000 3156.00 BARRICADE, III-A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0186 801-08400 3270.000 LFT +AHw- 15.00000 49050.00+AHw- 10.00000 32700.00+AHw- 50.00000 163500.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 +AHw- +AHw- +AHw- 0187 801-08401 9972.000 LFT +AHw- 35.00000 349020.00+AHw- 15.00000 149580.00+AHw- 70.00000 698040.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0188 801-08402 848.000 LFT +AHw- 6.00000 5088.00+AHw- 30.00000 25440.00+AHw- 75.00000 63600.00 TEMPORARY TRAFFIC BARRIER, TYPE 3 +AHw- +AHw- +AHw- 0189 801-08507 1037.000 LFT +AHw- 25.00000 25925.00+AHw- 12.00000 12444.00+AHw- 50.00000 51850.00 TEMPORARY TRAFFIC BARRIER, TYPE 1, +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- 0190 801-08508 3086.000 LFT +AHw- 25.00000 77150.00+AHw- 17.00000 52462.00+AHw- 75.00000 231450.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- 0191 801-08509 3025.000 LFT +AHw- 18.00000 54450.00+AHw- 32.00000 96800.00+AHw- 40.00000 121000.00 TEMPORARY TRAFFIC BARRIER, TYPE 3, +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- 0192 801-09133 3.000 EACH +AHw- 6420.00000 19260.00+AHw- 10000.00000 30000.00+AHw- 6420.00000 19260.00 TEMPORARY CHANGEABLE MESSAGE SIGN +AHw- +AHw- +AHw- 0193 801-52817 2.000 EACH +AHw- 30000.00000 60000.00+AHw- 40000.00000 80000.00+AHw- 50000.00000 100000.00 TEMPORARY CROSSOVER, B +AHw- +AHw- +AHw- 0194 802-04314 6.000 EACH +AHw- 620.00000 3720.00+AHw- 620.00000 3720.00+AHw- 620.00000 3720.00 SIGN , PANEL, MODIFY, TEMPORARY +AHw- +AHw- +AHw- 0195 802-04893 15.000 EACH +AHw- 120.00000 1800.00+AHw- 120.00000 1800.00+AHw- 120.00000 1800.00 REFERENCE POST +AHw- +AHw- +AHw- 0196 802-05694 5.000 EACH +AHw- 45200.00000 226000.00+AHw- 45200.00000 226000.00+AHw- 45200.00000 226000.00 OVERHEAD SIGN STRUCTURE , BOX TRUSS +AHw- +AHw- +AHw- 0197 802-05701 160.000 LFT +AHw- 8.00000 1280.00+AHw- 8.00000 1280.00+AHw- 8.00000 1280.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0198 802-05702 122.000 LFT +AHw- 12.00000 1464.00+AHw- 12.00000 1464.00+AHw- 12.00000 1464.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0199 802-07057 4849.000 SFT +AHw- 16.00000 77584.00+AHw- 16.00000 77584.00+AHw- 16.00000 77584.00 SIGN, PANEL, WITH LEGEND +AHw- +AHw- +AHw- 0200 802-07101 6.000 EACH +AHw- 22620.00000 135720.00+AHw- 22620.00000 135720.00+AHw- 22620.00000 135720.00 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS +AHw- +AHw- +AHw- 0201 802-07102 3.000 EACH +AHw- 9910.00000 29730.00+AHw- 9910.00000 29730.00+AHw- 9910.00000 29730.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER +AHw- +AHw- +AHw- 0202 802-07151 2.000 EACH +AHw- 1000.00000 2000.00+AHw- 1000.00000 2000.00+AHw- 1000.00000 2000.00 WIDE FLANGE SIGN POST SUPPORT +AHw- +AHw- +AHw- FOUNDATION, VII +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0203 802-07158 1.000 EACH +AHw- 4700.00000 4700.00+AHw- 4700.00000 4700.00+AHw- 4700.00000 4700.00 CANTILEVER TRAFFIC SIGN SUPPORT +AHw- +AHw- +AHw- FOUNDATION, I +AHw- +AHw- +AHw- 0204 802-07268 2.000 EACH +AHw- 17736.41000 35472.82+AHw- 6300.00000 12600.00+AHw- 6300.00000 12600.00 OVERHEAD BALANCED CANTILEVER SIGN +AHw- +AHw- +AHw- STRUCTURE FOUNDATION, XIII-B +AHw- +AHw- +AHw- 0205 802-07271 4.000 EACH +AHw- 15106.88000 60427.52+AHw- 7700.00000 30800.00+AHw- 7700.00000 30800.00 BOX TRUSS SIGN FOUNDATION, V-A +AHw- +AHw- +AHw- 0206 802-07272 3.000 EACH +AHw- 14785.17000 44355.51+AHw- 7640.00000 22920.00+AHw- 7640.00000 22920.00 BOX TRUSS SIGN FOUNDATION, V-B +AHw- +AHw- +AHw- 0207 802-07280 1.000 EACH +AHw- 7600.00000 7600.00+AHw- 7600.00000 7600.00+AHw- 7600.00000 7600.00 BOX TRUSS SIGN FOUNDATION, VI-A +AHw- +AHw- +AHw- 0208 802-07282 1.000 EACH +AHw- 7700.00000 7700.00+AHw- 7700.00000 7700.00+AHw- 7700.00000 7700.00 BOX TRUSS SIGN FOUNDATION, VI-B +AHw- +AHw- +AHw- 0209 802-76025 20.000 SFT +AHw- 14.00000 280.00+AHw- 14.00000 280.00+AHw- 14.00000 280.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0210 802-76035 961.000 SFT +AHw- 14.80000 14222.80+AHw- 14.80000 14222.80+AHw- 14.80000 14222.80 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0211 802-76095 224.000 LBS +AHw- 5.00000 1120.00+AHw- 5.00000 1120.00+AHw- 5.00000 1120.00 STRUCTURAL STEEL, BREAKAWAY +AHw- +AHw- +AHw- 0212 802-76140 3.000 EACH +AHw- 2940.00000 8820.00+AHw- 20940.00000 62820.00+AHw- 20940.00000 62820.00 OVERHEAD SIGN STRUCTURE, CANTILEVER +AHw- +AHw- +AHw- DOUBLE ARM +AHw- +AHw- +AHw- 0213 802-76205 1.000 EACH +AHw- 440.00000 440.00+AHw- 440.00000 440.00+AHw- 440.00000 440.00 SIGN MODIFICATION (OVERHEAD) +AHw- +AHw- +AHw- 0214 802-76235 1.000 EACH +AHw- 620.00000 620.00+AHw- 620.00000 620.00+AHw- 620.00000 620.00 INSTALL OVERHEAD SIGN +AHw- +AHw- +AHw- 0215 802-93389 27.000 EACH +AHw- 430.00000 11610.00+AHw- 430.00000 11610.00+AHw- 430.00000 11610.00 BARRIER WALL SIGN BRACKET, SHOULDER +AHw- +AHw- +AHw- 0216 802-94494 1.000 EACH +AHw- 8800.00000 8800.00+AHw- 8800.00000 8800.00+AHw- 8800.00000 8800.00 SIGN STRUCTURE, OVERHEAD, RELOCATE +AHw- +AHw- +AHw- 0217 804-06770 52.000 EACH +AHw- 27.00000 1404.00+AHw- 27.00000 1404.00+AHw- 27.00000 1404.00 DELINEATOR POST +AHw- +AHw- +AHw- 0218 805-04973 10750.000 LFT +AHw- 8.00000 86000.00+AHw- 8.00000 86000.00+AHw- 8.00000 86000.00 CONDUIT , POLYDUCT, 4 IN. +AHw- +AHw- +AHw- 0219 805-04977 4.000 EACH +AHw- 8100.00000 32400.00+AHw- 8100.00000 32400.00+AHw- 8100.00000 32400.00 MICROLOOP TYPE 1 (1-4 PROBES) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0220 805-04977 1.000 EACH +AHw- 11200.00000 11200.00+AHw- 11200.00000 11200.00+AHw- 11200.00000 11200.00 MICROLOOP TYPE 2 (5-8 PROBES) +AHw- +AHw- +AHw- 0221 805-06592 2383.000 LFT +AHw- 12.00000 28596.00+AHw- 12.00000 28596.00+AHw- 12.00000 28596.00 CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0222 805-06600 390.000 LFT +AHw- 14.80000 5772.00+AHw- 14.80000 5772.00+AHw- 14.80000 5772.00 CONDUIT, PVC, 3 IN. SCHEDULE 80 +AHw- +AHw- +AHw- 0223 805-07074 1.000 EACH +AHw- 13200.00000 13200.00+AHw- 13200.00000 13200.00+AHw- 13200.00000 13200.00 ITS CONTROLLER CABINET +AHw- +AHw- +AHw- 0224 805-07075 1.000 EACH +AHw- 1020.00000 1020.00+AHw- 1020.00000 1020.00+AHw- 1020.00000 1020.00 ITS CABINET FOUNDATION +AHw- +AHw- +AHw- 0225 805-86889 1100.000 LFT +AHw- 0.32000 352.00+AHw- 0.32000 352.00+AHw- 0.32000 352.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED +AHw- +AHw- +AHw- COPPER +AHw- +AHw- +AHw- 0226 805-86900 2.000 EACH +AHw- 160.00000 320.00+AHw- 160.00000 320.00+AHw- 160.00000 320.00 JUNCTION BOX +AHw- +AHw- +AHw- 0227 805-98335 11840.000 LFT +AHw- 7.00000 82880.00+AHw- 7.00000 82880.00+AHw- 7.00000 82880.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN +AHw- +AHw- +AHw- TRENCH, 4 1/C +AHw- +AHw- +AHw- 0228 805-98336 1620.000 LFT +AHw- 7.00000 11340.00+AHw- 7.00000 11340.00+AHw- 7.00000 11340.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN +AHw- +AHw- +AHw- CONDUIT, 4 1/C +AHw- +AHw- +AHw- 0229 807-02191 17.000 EACH +AHw- 570.00000 9690.00+AHw- 570.00000 9690.00+AHw- 570.00000 9690.00 HANDHOLE, LIGHTING +AHw- +AHw- +AHw- 0230 807-02428 10.000 EACH +AHw- 710.00000 7100.00+AHw- 710.00000 7100.00+AHw- 710.00000 7100.00 CONCRETE FOUNDATION WITH GROUNDING, 30 +AHw- +AHw- +AHw- IN. X 30 IN. X 96 IN. +AHw- +AHw- +AHw- 0231 807-02603 10.000 EACH +AHw- 420.00000 4200.00+AHw- 420.00000 4200.00+AHw- 420.00000 4200.00 LIGHT STANDARD, RELOCATE +AHw- +AHw- +AHw- 0232 807-04309 1.000 EACH +AHw- 2300.00000 2300.00+AHw- 2300.00000 2300.00+AHw- 2300.00000 2300.00 PORTABLE TOWER LIGHTING DRIVE SYSTEM +AHw- +AHw- +AHw- 0233 807-82520 8.000 EACH +AHw- 24300.00000 194400.00+AHw- 24300.00000 194400.00+AHw- 25300.00000 202400.00 LIGHT POLE, HIGH MAST, 140 FT. E.M.H. +AHw- +AHw- +AHw- 0234 807-86665 48.000 EACH +AHw- 800.00000 38400.00+AHw- 800.00000 38400.00+AHw- 800.00000 38400.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH +AHw- +AHw- +AHw- PRESSURE SODIUM +AHw- +AHw- +AHw- 0235 807-86810 3.000 EACH +AHw- 2640.00000 7920.00+AHw- 2640.00000 7920.00+AHw- 2640.00000 7920.00 SERVICE POINT, II +AHw- +AHw- +AHw- 0236 807-86832 8.000 EACH +AHw- 12400.00000 99200.00+AHw- 12400.00000 99200.00+AHw- 12400.00000 99200.00 CONCRETE FOUNDATION WITH GROUNDING, +AHw- +AHw- +AHw- HIGH MAST TOWER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0237 807-86910 35.000 EACH +AHw- 19.00000 665.00+AHw- 19.00000 665.00+AHw- 19.00000 665.00 CONNECTOR KIT, UNFUSED +AHw- +AHw- +AHw- 0238 807-86915 34.000 EACH +AHw- 21.00000 714.00+AHw- 21.00000 714.00+AHw- 21.00000 714.00 CONNECTOR KIT, FUSED +AHw- +AHw- +AHw- 0239 807-86920 48.000 EACH +AHw- 18.00000 864.00+AHw- 18.00000 864.00+AHw- 18.00000 864.00 MULTIPLE COMPRESSION FITTING, +AHw- +AHw- +AHw- NON-WATERPROOFED +AHw- +AHw- +AHw- 0240 807-86925 8.000 EACH +AHw- 21.00000 168.00+AHw- 21.00000 168.00+AHw- 21.00000 168.00 MULTIPLE COMPRESSION FITTING, +AHw- +AHw- +AHw- WATERPROOFED +AHw- +AHw- +AHw- 0241 807-86930 45.000 EACH +AHw- 17.00000 765.00+AHw- 17.00000 765.00+AHw- 17.00000 765.00 INSULATION LINK, NONWATERPROOFED +AHw- +AHw- +AHw- 0242 807-86935 76.000 EACH +AHw- 22.00000 1672.00+AHw- 22.00000 1672.00+AHw- 22.00000 1672.00 INSULATION LINK, WATERPROOFED +AHw- +AHw- +AHw- 0243 807-86955 19.000 EACH +AHw- 57.00000 1083.00+AHw- 57.00000 1083.00+AHw- 57.00000 1083.00 CABLE DUCT MARKER +AHw- +AHw- +AHw- 0244 808-03631 33130.000 LFT +AHw- 0.43000 14245.90+AHw- 0.52000 17227.60+AHw- 0.52000 17227.60 LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0245 808-03632 31799.000 LFT +AHw- 0.43000 13673.57+AHw- 0.48000 15263.52+AHw- 0.48000 15263.52 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0246 808-05534 8514.000 LFT +AHw- 0.86000 7322.04+AHw- 0.96000 8173.44+AHw- 0.96000 8173.44 LINE, EPOXY, SOLID, WHITE, 8 IN. +AHw- +AHw- +AHw- 0247 808-05535 790.000 LFT +AHw- 14.57000 11510.30+AHw- 2.88000 2275.20+AHw- 2.88000 2275.20 TRANSVERSE MARKINGS, EPOXY, SOLID, +AHw- +AHw- +AHw- WHITE, CROSSHATCH LINE, 24 IN. +AHw- +AHw- +AHw- 0248 808-06716 65852.000 LFT +AHw- 0.50000 32926.00+AHw- 0.45000 29633.40+AHw- 0.45000 29633.40 LINE, REMOVE +AHw- +AHw- +AHw- 0249 808-74811 10532.000 LFT +AHw- 0.54000 5687.28+AHw- 0.75000 7899.00+AHw- 0.75000 7899.00 LINE, EPOXY, BROKEN, WHITE, 5 IN. +AHw- +AHw- +AHw- 0250 808-75996 318.000 EACH +AHw- 6.00000 1908.00+AHw- 7.50000 2385.00+AHw- 10.00000 3180.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0251 808-75998 614.000 EACH +AHw- 35.00000 21490.00+AHw- 24.25000 14889.50+AHw- 24.25000 14889.50 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0270 805-07074 1.000 EACH +AHw- 11000.00000 11000.00+AHw- 11000.00000 11000.00+AHw- 11000.00000 11000.00 ITS CONTROLLER CABINET , SPARE +AHw- +AHw- +AHw- 0271 711-01786 87.000 EACH +AHw- 60.00000 5220.00+AHw- 16.50000 1435.50+AHw- 125.00000 10875.00 STRUCTURAL STEEL DRILLING, 1 IN. DIA. +AHw- +AHw- +AHw- HOLE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0272 105-08523 264.000 MOS +AHw- 80.00000 21120.00+AHw- 25.00000 6600.00+AHw- 150.00000 39600.00 RADIO SERVICE +AHw- +AHw- +AHw- 0273 714-96642 LUMP +AHw- 850000.00000 850000.00+AHw- 1300000.00000 1300000.00+AHw- 1225000.00000 1225000.00 TEMPORARY RETAINING WALL +AHw- +AHw- +AHw- 0274 108-01614 LUMP +AHw- 10000.00000 10000.00+AHw- 12000.00000 12000.00+AHw- 20000.00000 20000.00 PARTNERING OVERHEAD +AHw- +AHw- +AHw- 0275 711-51080 8.000 EACH +AHw- 98.20000 785.60+AHw- 40.00000 320.00+AHw- 225.00000 1800.00 ANCHOR PLATE, AP 3 +AHw- +AHw- +AHw- 0276 202-96151 LUMP +AHw- 2.00000 2.00+AHw- 1200.00000 1200.00+AHw- 5000.00000 5000.00 TRANSPORTATION OF SALVAGEABLE ITEMS +AHw- +AHw- +AHw- 0277 728-98377 LUMP +AHw- 8755.00000 8755.00+AHw- 9680.00000 9680.00+AHw- 8330.00000 8330.00 MASONRY COATING , STR. NO. 13 +AHw- +AHw- +AHw- 0283 807-91082 3.000 EACH +AHw- 140.00000 420.00+AHw- 140.00000 420.00+AHw- 140.00000 420.00 LUMINAIRE, REMOVE AND RELOCATE +AHw- +AHw- +AHw- 0284 807-86950 32.000 EACH +AHw- 28.00000 896.00+AHw- 28.00000 896.00+AHw- 28.00000 896.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING +AHw- +AHw- +AHw- LOCATION IDENTIFICATION +AHw- +AHw- +AHw- 0287 501-06266 LUMP +AHw- 15397.14000 15397.14+AHw- 4000.00000 4000.00+AHw- 45000.00000 45000.00 PROFILOGRAPH, PCCP +AHw- +AHw- +AHw- 0288 501-06727 LUMP +AHw- 8337.14000 8337.14+AHw- 7500.00000 7500.00+AHw- 25000.00000 25000.00 CORING, PCCP +AHw- +AHw- +AHw- 0289 802-05694 1.000 EACH +AHw- 44820.00000 44820.00+AHw- 44820.00000 44820.00+AHw- 44820.00000 44820.00 OVERHEAD SIGN STRUCTURE , BOX TRUSS, +AHw- +AHw- +AHw- MODIFIED DESIGN +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 41,413,143.88+AHw- +ACQ- 45,604,388.00+AHw- +ACQ- 59,249,076.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 STEEL BRIDGE ALTERNATE +AHw- +AHw- +AHw- 0252 701-95780 16423.000 LFT +AHw- +AHw- +AHw- PILE, STEEL H, HP 12 X 74 +AHw- +AHw- +AHw- 0253 702-51005 734.300 CYS +AHw- +AHw- +AHw- CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0255 704-51002 969.300 CYS +AHw- +AHw- +AHw- CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0256 711-51038 LUMP +AHw- +AHw- +AHw- STRUCTURAL STEEL , str. no. 13 +AHw- +AHw- +AHw- 0257 726-58789 16.000 EACH +AHw- +AHw- +AHw- BEARING ASSEMBLY, ELASTOMERIC, II +AHw- +AHw- +AHw- 0278 211-06467 754.000 CYS +AHw- +AHw- +AHw- AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0279 616-02320 953.000 SYS +AHw- +AHw- +AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0280 709-51821 LUMP +AHw- +AHw- +AHw- SURFACE SEAL , STR. NO. 13 +AHw- +AHw- +AHw- 0285 703-06029 600820.000 LBS +AHw- +AHw- +AHw- REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- +AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 CONCRETE BRIDGE ALTERNATE +AHw- +AHw- +AHw- 0258 211-06467 708.000 CYS +AHw- 45.00000 31860.00+AHw- 42.00000 29736.00+AHw- 75.00000 53100.00 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0259 616-02320 924.000 SYS +AHw- 3.00000 2772.00+AHw- 2.25000 2079.00+AHw- 3.65000 3372.60 GEOTEXTILES +AHw- +AHw- +AHw- 0260 701-95780 19022.000 LFT +AHw- 48.09000 914767.98+AHw- 30.00000 570660.00+AHw- 30.00000 570660.00 PILE, STEEL H, HP 12 X 74 +AHw- +AHw- +AHw- 0261 702-51005 729.600 CYS +AHw- 550.00000 401280.00+AHw- 600.00000 437760.00+AHw- 500.00000 364800.00 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0263 704-51002 72.700 CYS +AHw- 975.00000 70882.50+AHw- 2000.00000 145400.00+AHw- 1000.00000 72700.00 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0264 704-51002 924.600 CYS +AHw- 650.00000 600990.00+AHw- 900.00000 832140.00+AHw- 750.00000 693450.00 CONCRETE, C, SUPERSTRUCTURE , MODIFIED +AHw- +AHw- +AHw- 1, IN DECK +AHw- +AHw- +AHw- 0265 704-51002 14.900 CYS +AHw- 2000.00000 29800.00+AHw- 5000.00000 74500.00+AHw- 5000.00000 74500.00 CONCRETE, C, SUPERSTRUCTURE , MODIFIED +AHw- +AHw- +AHw- 2, IN BEAM SPLICES +AHw- +AHw- +AHw- 0266 707-01065 LUMP +AHw- 425000.00000 425000.00+AHw- 800000.00000 800000.00+AHw- 600000.00000 600000.00 POST-TENSIONING , STR. NO. 13 +AHw- +AHw- +AHw- 0267 707-08616 3631.000 LFT +AHw- 450.00000 1633950.00+AHw- 650.00000 2360150.00+AHw- 675.00000 2450925.00 STRUCTURAL MEMBERS, CONCRETE BULB-T +AHw- +AHw- +AHw- BEAM, 102 IN. X 62 IN. +AHw- +AHw- +AHw- 0268 726-92406 16.000 EACH +AHw- 3400.00000 54400.00+AHw- 2750.00000 44000.00+AHw- 3000.00000 48000.00 BEARING ASSEMBLY, ELASTOMERIC +AHw- +AHw- +AHw- 0269 726-96576 16.000 EACH +AHw- 2800.00000 44800.00+AHw- 2250.00000 36000.00+AHw- 2000.00000 32000.00 BEARING ASSEMBLY, FIXED +AHw- +AHw- +AHw- 0281 711-51038 LUMP +AHw- 150000.00000 150000.00+AHw- 350000.00000 350000.00+AHw- 960000.00000 960000.00 STRUCTURAL STEEL , STR. NO. 13 +AHw- +AHw- +AHw- 0282 709-51821 LUMP +AHw- 20623.00000 20623.00+AHw- 21126.00000 21126.00+AHw- 24140.00000 24140.00 SURFACE SEAL , STR. NO. 13 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 131 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 55,587,657 ROUTE : 65 CALL ORDER : 131 CONTRACT ID : IR-28685-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 36-2231526 +AHw-( 2 ) 99-9991190 +AHw-( 3 ) 36-4136428 +AHw-WALSH CONSTR COMPANY +AHw-SUPERIOR/RIETH-RILEY J/V +AHw-F H P TECTONICS CORPORATION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0286 703-06029 516346.000 LBS +AHw- 0.84000 433730.64+AHw- 1.00000 516346.00+AHw- 0.83000 428567.18 REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 4,814,856.12+AHw- +ACQ- 6,219,897.00+AHw- +ACQ- 6,376,214.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 46,228,000.00+AHw- +ACQ- 51,824,285.00+AHw- +ACQ- 65,625,291.61 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 141 -1 VENDOR RANKING CALL ORDER : 141 CONTRACT ID : IR-28844-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 08/31/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600333 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1698047 GRADEX, INC. +ACQ- 1,194,152.30 100.0000+ACU- 90-0177865 HIS CONSTRUCTORS LLC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,113,233.83 ROUTE : 641 CALL ORDER : 141 CONTRACT ID : IR-28844-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : 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TEMPORARY SEDIMENT BASIN , NO. 2 +AHw- +AHw- +AHw- 0013 205-06937 300.000 m +AHw- 6.00000 1800.00+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0014 303-07662 109.000 Mg +AHw- 30.00000 3270.00+AHw- +AHw- STONE , NO. 2 +AHw- +AHw- +AHw- 0015 616-02320 332.000 m2 +AHw- 2.15000 713.80+AHw- +AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0016 616-06405 224.000 Mg +AHw- 35.00000 7840.00+AHw- +AHw- RIPRAP, REVETMENT , STREAM CHANNEL BENC +AHw- +AHw- +AHw- 0017 621-01004 5.000 EACH +AHw- 1050.00000 5250.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,113,233.83 ROUTE : 641 CALL ORDER : 141 CONTRACT ID : IR-28844-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1698047 +AHw-( ) +AHw-( ) +AHw-GRADEX, 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 621-04258 7.200 kg +AHw- 2300.00000 16560.00+AHw- +AHw- SEED MIXTURE , STREAM CHANNEL BENCH +AHw- +AHw- +AHw- 0019 621-04258 11.800 kg +AHw- 2000.00000 23600.00+AHw- +AHw- SEED MIXTURE , STREAM CHANNEL SLOPES +AHw- +AHw- +AHw- 0020 621-04258 42.500 kg +AHw- 1600.00000 68000.00+AHw- +AHw- SEED MIXTURE , TOP OF BANK +AHw- +AHw- +AHw- 0021 621-04258 53.000 kg +AHw- 1750.00000 92750.00+AHw- +AHw- SEED MIXTURE , WET AREAS +AHw- +AHw- +AHw- 0022 621-06545 4.400 Mg +AHw- 930.00000 4092.00+AHw- +AHw- FERTILIZER +AHw- +AHw- +AHw- 0023 621-06557 824.000 kg +AHw- 10.00000 8240.00+AHw- +AHw- SEED MIXTURE, T +AHw- +AHw- +AHw- 0024 621-06565 22.000 Mg +AHw- 60.00000 1320.00+AHw- +AHw- MULCHING MATERIAL , SINGLE VANE ROCK +AHw- +AHw- +AHw- STRUCTURE +AHw- +AHw- +AHw- 0025 621-06570 3750.000 m3 +AHw- 12.75000 47812.50+AHw- +AHw- TOP SOIL , CROSS VANE ROCK STRUCTURE +AHw- +AHw- +AHw- 0026 621-07082 6.000 EACH +AHw- 5000.00000 30000.00+AHw- +AHw- DEFLECTOR , CROSS VANE ROCK STRUCTURE +AHw- +AHw- +AHw- 0027 621-07082 19.000 EACH +AHw- 2280.00000 43320.00+AHw- +AHw- DEFLECTOR , ROCK SLAB STRUCTURE +AHw- +AHw- +AHw- 0028 621-07082 8.000 EACH +AHw- 2500.00000 20000.00+AHw- +AHw- DEFLECTOR , SINGLE VANE ROCK STRUCTURE +AHw- +AHw- +AHw- 0029 622-05639 24203.000 EACH +AHw- 5.50000 133116.50+AHw- +AHw- PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 +AHw- +AHw- +AHw- mm , 300 mm TO 600 mm +AHw- +AHw- +AHw- 0030 622-52436 6.000 EACH +AHw- 40.00000 240.00+AHw- +AHw- SIGN, DO NOT MOW OR SPRAY +AHw- +AHw- +AHw- 0031 622-91786 571.000 EACH +AHw- 6.00000 3426.00+AHw- +AHw- SEEDLING , 300 mm TO 450 mm +AHw- +AHw- +AHw- 0032 622-91786 571.000 EACH +AHw- 6.00000 3426.00+AHw- +AHw- SEEDLING , 450 mm to 600 mm +AHw- +AHw- +AHw- 0033 715-05149 19.000 m +AHw- 172.00000 3268.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0034 715-05152 16.000 m +AHw- 209.00000 3344.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0035 721-43010 1.000 EACH +AHw- 4550.00000 4550.00+AHw- +AHw- AUTOMATIC DRAINAGE GATE, 450 mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,194,152.30+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,194,152.30+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 161 -1 VENDOR RANKING CALL ORDER : 161 CONTRACT ID : IR-29317-A COUNTIES : DECATUR LETTING DATE : 02/21/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 07/13/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600523 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE O+AGA-MARA CONTRACTOR +ACQ- 482,174.62 100.0000+ACU- 2 35-0844079 PAUL H ROHE COMPANY +ACQ- 524,122.34 108.6997+ACU- 3 35-1549010 MCALISTER EXCAVATING CO +ACQ- 557,195.95 115.5590+ACU- 4 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 623,780.24 129.3681+ACU- 5 35-1385672 FORCE CONSTRUCTION CO. INC. +ACQ- 743,058.28 154.1056+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 892,446.00 ROUTE : CALL ORDER : 161 CONTRACT ID : IR-29317-A COUNTIES : DECATUR LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-0844079 +AHw-( 3 ) 35-1549010 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-PAUL H ROHE COMPANY +AHw-MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 8500.00000 8500.00+AHw- 8500.00000 8500.00+AHw- 21000.00000 21000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 7.000 MOS +AHw- 900.00000 6300.00+AHw- 1700.00000 11900.00+AHw- 2000.00000 14000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 12000.00000 12000.00+AHw- 18765.00000 18765.00+AHw- 27500.00000 27500.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 3000.00000 3000.00+AHw- 2500.00000 2500.00+AHw- 10000.00000 10000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 203-02000 6766.000 CYS +AHw- 7.00000 47362.00+AHw- 7.15000 48376.90+AHw- 7.00000 47362.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0008 203-02070 5674.000 CYS +AHw- 11.00000 62414.00+AHw- 10.42000 59123.08+AHw- 11.00000 62414.00 BORROW +AHw- +AHw- +AHw- 0009 205-06931 165.000 TON +AHw- 20.00000 3300.00+AHw- 40.00000 6600.00+AHw- 25.00000 4125.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0010 205-06937 6160.000 LFT +AHw- 1.27000 7823.20+AHw- 1.35000 8316.00+AHw- 1.65000 10164.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0011 207-08262 8744.000 SYS +AHw- 4.50000 39348.00+AHw- 5.00000 43720.00+AHw- 5.00000 43720.00 SUBGRADE TREATMENT, TYPE I +AHw- +AHw- +AHw- 0012 211-07454 65.000 CYS +AHw- 58.00000 3770.00+AHw- 25.00000 1625.00+AHw- 25.00000 1625.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0013 301-07448 4978.000 TON +AHw- 15.00000 74670.00+AHw- 15.70000 78154.60+AHw- 16.60000 82634.80 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0014 401-06264 LUMP +AHw- 1600.00000 1600.00+AHw- 1000.00000 1000.00+AHw- 2000.00000 2000.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0015 401-07320 712.000 TON +AHw- 55.00000 39160.00+AHw- 54.00000 38448.00+AHw- 60.00000 42720.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0016 401-07389 1665.000 TON +AHw- 39.00000 64935.00+AHw- 40.50000 67432.50+AHw- 46.00000 76590.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0017 406-05520 3.700 TON +AHw- 300.00000 1110.00+AHw- 210.00000 777.00+AHw- 300.00000 1110.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0018 610-07486 46.000 TON +AHw- 95.00000 4370.00+AHw- 80.00000 3680.00+AHw- 110.00000 5060.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 892,446.00 ROUTE : CALL ORDER : 161 CONTRACT ID : IR-29317-A COUNTIES : DECATUR LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : 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610.00000 5490.00 MONUMENT, B +AHw- +AHw- +AHw- 0021 616-02320 3419.000 SYS +AHw- 1.50000 5128.50+AHw- 2.10000 7179.90+AHw- 2.50000 8547.50 GEOTEXTILES +AHw- +AHw- +AHw- 0022 616-06405 964.000 TON +AHw- 20.00000 19280.00+AHw- 28.00000 26992.00+AHw- 19.00000 18316.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0023 616-06451 963.000 TON +AHw- 20.00000 19260.00+AHw- 29.00000 27927.00+AHw- 20.00000 19260.00 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0024 621-01004 2.000 EACH +AHw- 586.00000 1172.00+AHw- 500.00000 1000.00+AHw- 645.00000 1290.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0025 621-06545 2.000 TON +AHw- 700.00000 1400.00+AHw- 325.00000 650.00+AHw- 775.00000 1550.00 FERTILIZER +AHw- +AHw- +AHw- 0026 621-06553 692.000 LBS +AHw- 2.87000 1986.04+AHw- 2.70000 1868.40+AHw- 3.15000 2179.80 SEED MIXTURE, R +AHw- +AHw- +AHw- 0027 621-06557 326.000 LBS +AHw- 2.00000 652.00+AHw- 1.90000 619.40+AHw- 2.20000 717.20 SEED MIXTURE, T +AHw- +AHw- +AHw- 0028 621-06565 17.000 TON +AHw- 391.00000 6647.00+AHw- 360.00000 6120.00+AHw- 431.00000 7327.00 MULCHING MATERIAL +AHw- +AHw- +AHw- 0029 621-06567 5.100 kGAL +AHw- 50.00000 255.00+AHw- 6.00000 30.60+AHw- 55.00000 280.50 WATER +AHw- +AHw- +AHw- 0030 621-06574 1261.000 SYS +AHw- 3.50000 4413.50+AHw- 3.00000 3783.00+AHw- 3.80000 4791.80 SODDING +AHw- +AHw- +AHw- 0031 715-05123 117.000 LFT +AHw- 72.00000 8424.00+AHw- 52.00000 6084.00+AHw- 34.00000 3978.00 PIPE, TYPE 1, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0032 715-05125 60.000 LFT +AHw- 80.00000 4800.00+AHw- 64.00000 3840.00+AHw- 44.00000 2640.00 PIPE, TYPE 1, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0033 715-05169 32.000 LFT +AHw- 66.00000 2112.00+AHw- 50.00000 1600.00+AHw- 21.00000 672.00 PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0034 715-46005 2.000 EACH +AHw- 200.00000 400.00+AHw- 340.00000 680.00+AHw- 180.00000 360.00 PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0035 715-46020 4.000 EACH +AHw- 450.00000 1800.00+AHw- 420.00000 1680.00+AHw- 350.00000 1400.00 PIPE END SECTION, 24 IN. +AHw- +AHw- +AHw- 0036 715-46030 2.000 EACH +AHw- 550.00000 1100.00+AHw- 560.00000 1120.00+AHw- 500.00000 1000.00 PIPE END SECTION, 30 IN. +AHw- +AHw- +AHw- 0037 801-03290 4.000 EACH +AHw- 100.00000 400.00+AHw- 165.00000 660.00+AHw- 170.00000 680.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 892,446.00 ROUTE : CALL ORDER : 161 CONTRACT ID : IR-29317-A COUNTIES : DECATUR LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-0844079 +AHw-( 3 ) 35-1549010 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-PAUL H ROHE COMPANY +AHw-MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-04308 4.000 EACH +AHw- 265.00000 1060.00+AHw- 345.00000 1380.00+AHw- 350.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0039 801-06625 19.000 EACH +AHw- 140.00000 2660.00+AHw- 108.00000 2052.00+AHw- 120.00000 2280.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0040 801-06640 21.000 EACH +AHw- 140.00000 2940.00+AHw- 145.00000 3045.00+AHw- 150.00000 3150.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0041 801-06775 LUMP +AHw- 2500.00000 2500.00+AHw- 12000.00000 12000.00+AHw- 6000.00000 6000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0042 801-07118 40.000 LFT +AHw- 14.50000 580.00+AHw- 16.00000 640.00+AHw- 20.00000 800.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0043 801-07119 40.000 LFT +AHw- 14.50000 580.00+AHw- 18.00000 720.00+AHw- 20.00000 800.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0044 802-05701 88.000 LFT +AHw- 14.50000 1276.00+AHw- 14.50000 1276.00+AHw- 16.00000 1408.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0045 802-76025 53.750 SFT +AHw- 20.50000 1101.88+AHw- 20.50000 1101.88+AHw- 25.00000 1343.75 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0046 808-06713 5284.000 LFT +AHw- 0.25000 1321.00+AHw- 0.32000 1690.88+AHw- 0.40000 2113.60 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0047 808-06714 5040.000 LFT +AHw- 0.25000 1260.00+AHw- 0.28000 1411.20+AHw- 0.35000 1764.00 LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0048 808-06726 45.000 LFT +AHw- 2.50000 112.50+AHw- 3.60000 162.00+AHw- 4.00000 180.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 482,174.62+AHw- +ACQ- 524,122.34+AHw- +ACQ- 557,195.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 482,174.62+AHw- +ACQ- 524,122.34+AHw- +ACQ- 557,195.95 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 892,446.00 ROUTE : CALL ORDER : 161 CONTRACT ID : IR-29317-A COUNTIES : DECATUR LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1385672 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-FORCE CONSTRUCTION CO. INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 8500.00000 8500.00+AHw- 8500.00000 8500.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 7.000 MOS +AHw- 1900.00000 13300.00+AHw- 1742.00000 12194.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 30000.00000 30000.00+AHw- 38000.00000 38000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 2000.00000 2000.00+AHw- 14775.00000 14775.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 203-02000 6766.000 CYS +AHw- 9.40000 63600.40+AHw- 12.85000 86943.10+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0008 203-02070 5674.000 CYS +AHw- 12.00000 68088.00+AHw- 20.00000 113480.00+AHw- BORROW +AHw- +AHw- +AHw- 0009 205-06931 165.000 TON +AHw- 55.00000 9075.00+AHw- 31.00000 5115.00+AHw- TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0010 205-06937 6160.000 LFT +AHw- 1.20000 7392.00+AHw- 1.60000 9856.00+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0011 207-08262 8744.000 SYS +AHw- 6.70000 58584.80+AHw- 8.61000 75285.84+AHw- SUBGRADE TREATMENT, TYPE I +AHw- +AHw- +AHw- 0012 211-07454 65.000 CYS +AHw- 19.65000 1277.25+AHw- 50.00000 3250.00+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0013 301-07448 4978.000 TON +AHw- 18.80000 93586.40+AHw- 18.40000 91595.20+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0014 401-06264 LUMP +AHw- 1700.00000 1700.00+AHw- 2000.00000 2000.00+AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0015 401-07320 712.000 TON +AHw- 68.00000 48416.00+AHw- 56.00000 39872.00+AHw- QC/QA-HMA, 1, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0016 401-07389 1665.000 TON +AHw- 54.00000 89910.00+AHw- 42.50000 70762.50+AHw- QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0017 406-05520 3.700 TON +AHw- 375.00000 1387.50+AHw- 300.00000 1110.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0018 610-07486 46.000 TON +AHw- 105.00000 4830.00+AHw- 100.00000 4600.00+AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 892,446.00 ROUTE : CALL ORDER : 161 CONTRACT ID : IR-29317-A COUNTIES : DECATUR LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1385672 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-FORCE CONSTRUCTION CO. INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 615-06490 23.000 EACH +AHw- 125.00000 2875.00+AHw- 145.00000 3335.00+AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0020 615-06505 9.000 EACH +AHw- 605.00000 5445.00+AHw- 525.00000 4725.00+AHw- MONUMENT, B +AHw- +AHw- +AHw- 0021 616-02320 3419.000 SYS +AHw- 1.20000 4102.80+AHw- 4.00000 13676.00+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0022 616-06405 964.000 TON +AHw- 31.00000 29884.00+AHw- 46.00000 44344.00+AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0023 616-06451 963.000 TON +AHw- 35.00000 33705.00+AHw- 21.98000 21166.74+AHw- RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0024 621-01004 2.000 EACH +AHw- 525.00000 1050.00+AHw- 400.00000 800.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0025 621-06545 2.000 TON +AHw- 475.00000 950.00+AHw- 400.00000 800.00+AHw- FERTILIZER +AHw- +AHw- +AHw- 0026 621-06553 692.000 LBS +AHw- 2.40000 1660.80+AHw- 2.85000 1972.20+AHw- SEED MIXTURE, R +AHw- +AHw- +AHw- 0027 621-06557 326.000 LBS +AHw- 2.25000 733.50+AHw- 2.00000 652.00+AHw- SEED MIXTURE, T +AHw- +AHw- +AHw- 0028 621-06565 17.000 TON +AHw- 370.00000 6290.00+AHw- 400.00000 6800.00+AHw- MULCHING MATERIAL +AHw- +AHw- +AHw- 0029 621-06567 5.100 kGAL +AHw- 1.05000 5.36+AHw- 1.00000 5.10+AHw- WATER +AHw- +AHw- +AHw- 0030 621-06574 1261.000 SYS +AHw- 2.95000 3719.95+AHw- 3.25000 4098.25+AHw- SODDING +AHw- +AHw- +AHw- 0031 715-05123 117.000 LFT +AHw- 40.00000 4680.00+AHw- 64.00000 7488.00+AHw- PIPE, TYPE 1, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0032 715-05125 60.000 LFT +AHw- 49.00000 2940.00+AHw- 72.00000 4320.00+AHw- PIPE, TYPE 1, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0033 715-05169 32.000 LFT +AHw- 38.00000 1216.00+AHw- 58.00000 1856.00+AHw- PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0034 715-46005 2.000 EACH +AHw- 425.00000 850.00+AHw- 400.00000 800.00+AHw- PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0035 715-46020 4.000 EACH +AHw- 620.00000 2480.00+AHw- 500.00000 2000.00+AHw- PIPE END SECTION, 24 IN. +AHw- +AHw- +AHw- 0036 715-46030 2.000 EACH +AHw- 775.00000 1550.00+AHw- 700.00000 1400.00+AHw- PIPE END SECTION, 30 IN. +AHw- +AHw- +AHw- 0037 801-03290 4.000 EACH +AHw- 160.00000 640.00+AHw- 125.00000 500.00+AHw- CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 892,446.00 ROUTE : CALL ORDER : 161 CONTRACT ID : IR-29317-A COUNTIES : DECATUR LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 35-1385672 +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw-FORCE CONSTRUCTION CO. INC. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-04308 4.000 EACH +AHw- 475.00000 1900.00+AHw- 215.00000 860.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0039 801-06625 19.000 EACH +AHw- 90.00000 1710.00+AHw- 75.00000 1425.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0040 801-06640 21.000 EACH +AHw- 160.00000 3360.00+AHw- 85.00000 1785.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0041 801-06775 LUMP +AHw- 3000.00000 3000.00+AHw- 35000.00000 35000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0042 801-07118 40.000 LFT +AHw- 16.50000 660.00+AHw- 11.00000 440.00+AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0043 801-07119 40.000 LFT +AHw- 27.50000 1100.00+AHw- 13.00000 520.00+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0044 802-05701 88.000 LFT +AHw- 15.25000 1342.00+AHw- 24.00000 2112.00+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0045 802-76025 53.750 SFT +AHw- 21.60000 1161.00+AHw- 20.00000 1075.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0046 808-06713 5284.000 LFT +AHw- 0.27000 1426.68+AHw- 0.15000 792.60+AHw- LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0047 808-06714 5040.000 LFT +AHw- 0.27000 1360.80+AHw- 0.15000 756.00+AHw- LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0048 808-06726 45.000 LFT +AHw- 7.40000 333.00+AHw- 4.75000 213.75+AHw- TRANSVERSE MARKINGS, PAINT, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 623,780.24+AHw- +ACQ- 743,058.28+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 623,780.24+AHw- +ACQ- 743,058.28+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 171 -1 VENDOR RANKING CALL ORDER : 171 CONTRACT ID : IR-29367-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 05/18/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600772 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE +ACQ- 148,402.80 100.0000+ACU- 2 35-1874009 HAUER EXCAVATING +ACQ- 148,640.00 100.1598+ACU- 3 35-2103617 BRYAN+AGA-S HAULING +ACY- EXCAVATING +ACQ- 181,313.90 122.1769+ACU- 4 35-1128289 BEATY CONSTRUCTION INC +ACQ- 203,083.09 136.8459+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 325,836.26 ROUTE : 465 CALL ORDER : 171 CONTRACT ID : IR-29367-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1817574 +AHw-( 2 ) 35-1874009 +AHw-( 3 ) 35-2103617 +AHw-YARDBERRY LANDSCAPE +AHw-HAUER EXCAVATING +AHw-BRYAN+AGA-S HAULING +ACY- EXCAVATING LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 202-01000 LUMP +AHw- 5000.00000 5000.00+AHw- 10000.50000 10000.50+AHw- 12000.00000 12000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE +AHw- +AHw- +AHw- 0002 202-02240 1566.000 SYS +AHw- 5.50000 8613.00+AHw- 3.00000 4698.00+AHw- 8.00000 12528.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0003 202-02255 20.000 EACH +AHw- 250.00000 5000.00+AHw- 400.00000 8000.00+AHw- 400.00000 8000.00 TREE, 18 IN., REMOVE +AHw- +AHw- +AHw- 0004 202-03000 LUMP +AHw- 83000.00000 83000.00+AHw- 102000.00000 102000.00+AHw- 119400.00000 119400.00 HOUSES AND BUILDINGS, REMOVE +AHw- +AHw- +AHw- 0005 202-03135 160.000 SFT +AHw- 35.00000 5600.00+AHw- 5.00000 800.00+AHw- 5.00000 800.00 REGULATED ASBESTOS CONTAINING MATERIALS +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0006 202-98060 15.000 EACH +AHw- 150.00000 2250.00+AHw- 120.00000 1800.00+AHw- 50.00000 750.00 STUMP, 18 IN., REMOVE +AHw- +AHw- +AHw- 0007 205-06937 3526.000 LFT +AHw- 3.00000 10578.00+AHw- 1.00000 3526.00+AHw- 1.70000 5994.20 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0008 603-06040 1500.000 LFT +AHw- 9.00000 13500.00+AHw- 5.00000 7500.00+AHw- 5.00000 7500.00 FENCE, FARM FIELD, 47 IN. +AHw- +AHw- +AHw- 0009 621-02363 19385.000 SYS +AHw- 0.40000 7754.00+AHw- 0.30000 5815.50+AHw- 0.42000 8141.70 MULCHED SEEDING, T, CONVENTIONAL MIX +AHw- +AHw- +AHw- 0010 110-01001 LUMP +AHw- 5707.80000 5707.80+AHw- 4000.00000 4000.00+AHw- 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0011 621-01004 2.000 EACH +AHw- 700.00000 1400.00+AHw- 250.00000 500.00+AHw- 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 148,402.80+AHw- +ACQ- 148,640.00+AHw- +ACQ- 181,313.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 148,402.80+AHw- +ACQ- 148,640.00+AHw- +ACQ- 181,313.90 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 325,836.26 ROUTE : 465 CALL ORDER : 171 CONTRACT ID : IR-29367-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1128289 +AHw-( ) +AHw-( ) +AHw-BEATY CONSTRUCTION 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 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 202-01000 LUMP +AHw- 2500.00000 2500.00+AHw- +AHw- STRUCTURES AND OBSTRUCTIONS, REMOVE +AHw- +AHw- +AHw- 0002 202-02240 1566.000 SYS +AHw- 7.00000 10962.00+AHw- +AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0003 202-02255 20.000 EACH +AHw- 350.00000 7000.00+AHw- +AHw- TREE, 18 IN., REMOVE +AHw- +AHw- +AHw- 0004 202-03000 LUMP +AHw- 147132.79000 147132.79+AHw- +AHw- HOUSES AND BUILDINGS, REMOVE +AHw- +AHw- +AHw- 0005 202-03135 160.000 SFT +AHw- 4.43000 708.80+AHw- +AHw- REGULATED ASBESTOS CONTAINING MATERIALS +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0006 202-98060 15.000 EACH +AHw- 200.00000 3000.00+AHw- +AHw- STUMP, 18 IN., REMOVE +AHw- +AHw- +AHw- 0007 205-06937 3526.000 LFT +AHw- 1.50000 5289.00+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0008 603-06040 1500.000 LFT +AHw- 6.75000 10125.00+AHw- +AHw- FENCE, FARM FIELD, 47 IN. +AHw- +AHw- +AHw- 0009 621-02363 19385.000 SYS +AHw- 0.30000 5815.50+AHw- +AHw- MULCHED SEEDING, T, CONVENTIONAL MIX +AHw- +AHw- +AHw- 0010 110-01001 LUMP +AHw- 10000.00000 10000.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0011 621-01004 2.000 EACH +AHw- 275.00000 550.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 203,083.09+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 203,083.09+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 191 -1 VENDOR RANKING CALL ORDER : 191 CONTRACT ID : R -27698-B COUNTIES : CLINTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 10/31/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : Q723002 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING INC +ACQ- 1,691,123.46 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 1,797,733.05 106.3041+ACU- 3 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 1,809,257.27 106.9855+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,768,135.03 ROUTE : 200 WEST CALL ORDER : 191 CONTRACT ID : R -27698-B COUNTIES : CLINTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-ATLAS EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CR 200W RECONSTRUCTION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 19500.00000 19500.00+AHw- 19400.00000 19400.00+AHw- 24000.00000 24000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07038 12.000 MOS +AHw- 3200.00000 38400.00+AHw- 2221.03000 26652.36+AHw- 2300.00000 27600.00 FIELD OFFICE, A +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 80000.00000 80000.00+AHw- 97959.04000 97959.04+AHw- 90500.00000 90500.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 41000.00000 41000.00+AHw- 96387.48000 96387.48+AHw- 75000.00000 75000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 202-02241 264.797 m +AHw- 20.00000 5295.94+AHw- 9.05000 2396.41+AHw- 12.50000 3309.96 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0009 202-02272 2.800 m +AHw- 300.00000 840.00+AHw- 124.19000 347.73+AHw- 111.00000 310.80 PAVED SIDE DITCH, REMOVE +AHw- +AHw- +AHw- 0010 202-91840 35.900 m +AHw- 50.00000 1795.00+AHw- 34.00000 1220.60+AHw- 24.00000 861.60 FENCE, CHAIN LINK, REMOVE +AHw- +AHw- +AHw- 0011 202-92431 12.700 Mg +AHw- 75.00000 952.50+AHw- 54.76000 695.45+AHw- 25.00000 317.50 RIPRAP, REMOVE +AHw- +AHw- +AHw- 0012 203-02000 3856.000 m3 +AHw- 40.00000 154240.00+AHw- 22.70000 87531.20+AHw- 36.00000 138816.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0013 203-02070 2003.000 m3 +AHw- 1.00000 2003.00+AHw- 21.08000 42223.24+AHw- 29.00000 58087.00 BORROW +AHw- +AHw- +AHw- 0014 205-06931 46.400 Mg +AHw- 50.00000 2320.00+AHw- 63.88000 2964.03+AHw- 125.00000 5800.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0015 205-06933 11.000 EACH +AHw- 75.00000 825.00+AHw- 70.00000 770.00+AHw- 72.00000 792.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0016 205-06937 979.000 m +AHw- 5.00000 4895.00+AHw- 4.45000 4356.55+AHw- 5.50000 5384.50 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0017 207-08263 7438.000 m2 +AHw- 6.00000 44628.00+AHw- 12.60000 93718.80+AHw- 13.00000 96694.00 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0018 211-07454 2458.100 m3 +AHw- 18.00000 44245.80+AHw- 29.12000 71579.87+AHw- 28.00000 68826.80 STRUCTURE BACKFILL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,768,135.03 ROUTE : 200 WEST CALL ORDER : 191 CONTRACT ID : R -27698-B COUNTIES : CLINTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-ATLAS EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 1777.000 Mg +AHw- 29.00000 51533.00+AHw- 27.43000 48743.11+AHw- 32.00000 56864.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0020 303-07449 178.400 Mg +AHw- 37.00000 6600.80+AHw- 38.44000 6857.70+AHw- 38.00000 6779.20 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0021 303-60012 131.000 Mg +AHw- 50.00000 6550.00+AHw- 50.00000 6550.00+AHw- 39.00000 5109.00 AGGREGATE, 2 +AHw- +AHw- +AHw- 0022 303-97820 131.000 Mg +AHw- 40.00000 5240.00+AHw- 40.00000 5240.00+AHw- 41.00000 5371.00 AGGREGATE, 8 +AHw- +AHw- +AHw- 0023 401-07321 595.000 Mg +AHw- 78.00000 46410.00+AHw- 89.34000 53157.30+AHw- 82.00000 48790.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0024 401-07390 997.000 Mg +AHw- 67.00000 66799.00+AHw- 72.51000 72292.47+AHw- 56.00000 55832.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0025 401-07423 2586.000 Mg +AHw- 61.00000 157746.00+AHw- 64.35000 166409.10+AHw- 70.00000 181020.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0026 401-07429 1188.000 Mg +AHw- 68.00000 80784.00+AHw- 67.29000 79940.52+AHw- 80.00000 95040.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0027 402-07433 143.000 Mg +AHw- 79.00000 11297.00+AHw- 105.16000 15037.88+AHw- 105.00000 15015.00 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0028 402-07441 429.000 Mg +AHw- 65.00000 27885.00+AHw- 77.04000 33050.16+AHw- 85.00000 36465.00 HMA BASE, TYPE B +AHw- +AHw- +AHw- 0029 406-05520 8.000 Mg +AHw- 580.00000 4640.00+AHw- 384.71000 3077.68+AHw- 450.00000 3600.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0030 603-92636 14.000 m +AHw- 230.00000 3220.00+AHw- 226.00000 3164.00+AHw- 120.00000 1680.00 FENCE, CHAIN LINK, 1830 mm +AHw- +AHw- +AHw- 0031 605-06140 453.000 m +AHw- 69.00000 31257.00+AHw- 71.48000 32380.44+AHw- 63.00000 28539.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0032 610-07486 565.100 Mg +AHw- 78.00000 44077.80+AHw- 83.65000 47270.62+AHw- 85.00000 48033.50 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0033 610-07712 227.000 m2 +AHw- 89.00000 20203.00+AHw- 63.34000 14378.18+AHw- 150.00000 34050.00 PCCP FOR APPROACHES, 150 mm +AHw- +AHw- +AHw- 0034 611-06497 2.000 EACH +AHw- 200.00000 400.00+AHw- 195.00000 390.00+AHw- 155.00000 310.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0035 615-06505 2.000 EACH +AHw- 600.00000 1200.00+AHw- 595.00000 1190.00+AHw- 700.00000 1400.00 MONUMENT, B +AHw- +AHw- +AHw- 0036 615-06527 2.000 EACH +AHw- 560.00000 1120.00+AHw- 550.00000 1100.00+AHw- 810.00000 1620.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0037 616-02320 91.700 m2 +AHw- 10.00000 917.00+AHw- 1.81000 165.98+AHw- 6.00000 550.20 GEOTEXTILES +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,768,135.03 ROUTE : 200 WEST CALL ORDER : 191 CONTRACT ID : R -27698-B COUNTIES : CLINTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-ATLAS EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 616-06405 47.600 Mg +AHw- 50.00000 2380.00+AHw- 80.64000 3838.46+AHw- 90.00000 4284.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0039 621-01004 1.000 EACH +AHw- 300.00000 300.00+AHw- 275.00000 275.00+AHw- 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0040 621-06560 874.150 m2 +AHw- 1.45000 1267.52+AHw- 1.44000 1258.78+AHw- 1.50000 1311.23 MULCHED SEEDING, U +AHw- +AHw- +AHw- 0041 621-06575 3520.000 m2 +AHw- 3.30000 11616.00+AHw- 3.28000 11545.60+AHw- 3.30000 11616.00 SODDING, NURSERY +AHw- +AHw- +AHw- 0042 621-06626 1025.000 m2 +AHw- 1.40000 1435.00+AHw- 1.35000 1383.75+AHw- 1.35000 1383.75 MULCHED SEEDING, D +AHw- +AHw- +AHw- 0043 702-90915 9.090 m3 +AHw- 1500.00000 13635.00+AHw- 1750.00000 15907.50+AHw- 1200.00000 10908.00 CONCRETE, A +AHw- +AHw- +AHw- 0044 714-06056 27.800 m +AHw- 6150.00000 170970.00+AHw- 6150.00000 170970.00+AHw- 2600.00000 72280.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 3300 mm X 1200 mm +AHw- +AHw- +AHw- 0045 715-05048 1618.900 m +AHw- 10.00000 16189.00+AHw- 12.66000 20495.27+AHw- 9.50000 15379.55 PIPE, TYPE 4, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0046 715-05053 131.000 m +AHw- 50.00000 6550.00+AHw- 19.85000 2600.35+AHw- 48.00000 6288.00 PIPE, UNDERDRAIN OUTLET, 150 mm +AHw- +AHw- +AHw- 0047 715-05118 0.800 m +AHw- 2000.00000 1600.00+AHw- 600.65000 480.52+AHw- 690.00000 552.00 PIPE, TYPE 1, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0048 715-05125 36.000 m +AHw- 300.00000 10800.00+AHw- 393.32000 14159.52+AHw- 170.00000 6120.00 PIPE, TYPE 1, CIRCULAR, 750 mm +AHw- +AHw- +AHw- 0049 715-05151 140.500 m +AHw- 220.00000 30910.00+AHw- 233.77000 32844.69+AHw- 150.00000 21075.00 PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0050 715-05152 27.000 m +AHw- 230.00000 6210.00+AHw- 276.21000 7457.67+AHw- 220.00000 5940.00 PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0051 715-05154 3.600 m +AHw- 380.00000 1368.00+AHw- 191.12000 688.03+AHw- 275.00000 990.00 PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0052 715-05163 270.200 m +AHw- 650.00000 175630.00+AHw- 414.61000 112027.62+AHw- 560.00000 151312.00 PIPE, TYPE 2, CIRCULAR, 1500 mm +AHw- +AHw- +AHw- 0053 715-05169 97.700 m +AHw- 220.00000 21494.00+AHw- 200.86000 19624.02+AHw- 150.00000 14655.00 PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0054 715-05841 1.000 EACH +AHw- 2500.00000 2500.00+AHw- 2891.40000 2891.40+AHw- 750.00000 750.00 CONCRETE ANCHOR, 1500 mm +AHw- +AHw- +AHw- 0055 715-46005 14.000 EACH +AHw- 800.00000 11200.00+AHw- 1143.88000 16014.32+AHw- 450.00000 6300.00 PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0056 715-46010 1.000 EACH +AHw- 850.00000 850.00+AHw- 1185.20000 1185.20+AHw- 500.00000 500.00 PIPE END SECTION, 450 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 191 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,768,135.03 ROUTE : 200 WEST CALL ORDER : 191 CONTRACT ID : R -27698-B COUNTIES : CLINTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-ATLAS EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-46020 1.000 EACH +AHw- 900.00000 900.00+AHw- 1257.78000 1257.78+AHw- 650.00000 650.00 PIPE END SECTION, 600 mm +AHw- +AHw- +AHw- 0058 718-06531 7.000 EACH +AHw- 850.00000 5950.00+AHw- 300.00000 2100.00+AHw- 515.00000 3605.00 OUTLET PROTECTOR, 3 +AHw- +AHw- +AHw- 0059 718-06532 1000.000 m +AHw- 3.70000 3700.00+AHw- 2.60000 2600.00+AHw- 3.60000 3600.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0060 718-52610 343.600 m3 +AHw- 38.00000 13056.80+AHw- 38.00000 13056.80+AHw- 40.00000 13744.00 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0061 718-99153 3659.400 m2 +AHw- 2.00000 7318.80+AHw- 1.20000 4391.28+AHw- 2.20000 8050.68 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0062 720-45030 1.000 EACH +AHw- 2200.00000 2200.00+AHw- 2149.46000 2149.46+AHw- 1800.00000 1800.00 INLET, E7 +AHw- +AHw- +AHw- 0063 720-45035 3.000 EACH +AHw- 2200.00000 6600.00+AHw- 2210.86000 6632.58+AHw- 1600.00000 4800.00 INLET, F7 +AHw- +AHw- +AHw- 0064 720-45075 1.000 EACH +AHw- 2500.00000 2500.00+AHw- 2724.52000 2724.52+AHw- 3000.00000 3000.00 INLET, R13 +AHw- +AHw- +AHw- 0065 720-95335 8.000 EACH +AHw- 7400.00000 59200.00+AHw- 11040.30000 88322.40+AHw- 8500.00000 68000.00 MANHOLE, M4 +AHw- +AHw- +AHw- 0066 720-98174 4.000 EACH +AHw- 3000.00000 12000.00+AHw- 2846.36000 11385.44+AHw- 2500.00000 10000.00 INLET, B15 +AHw- +AHw- +AHw- 0067 720-98555 7.000 EACH +AHw- 3000.00000 21000.00+AHw- 2846.36000 19924.52+AHw- 2500.00000 17500.00 INLET, C15 +AHw- +AHw- +AHw- 0068 723-08608 10.568 m2 +AHw- 3200.00000 33817.60+AHw- 3200.61000 33824.05+AHw- 1200.00000 12681.60 WINGWALL +AHw- +AHw- +AHw- 0069 801-04308 2.000 EACH +AHw- 450.00000 900.00+AHw- 425.00000 850.00+AHw- 430.00000 860.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0070 801-06625 13.000 EACH +AHw- 120.00000 1560.00+AHw- 118.00000 1534.00+AHw- 120.00000 1560.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0071 801-06640 7.000 EACH +AHw- 150.00000 1050.00+AHw- 148.00000 1036.00+AHw- 150.00000 1050.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0072 801-06645 23.000 EACH +AHw- 70.00000 1610.00+AHw- 68.00000 1564.00+AHw- 70.00000 1610.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0073 801-06775 LUMP +AHw- 10000.00000 10000.00+AHw- 18657.14000 18657.14+AHw- 89900.00000 89900.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0074 801-07119 25.200 m +AHw- 50.00000 1260.00+AHw- 46.00000 1159.20+AHw- 47.00000 1184.40 BARRICADE, III-B +AHw- +AHw- +AHw- 0075 802-05701 42.000 m +AHw- 45.00000 1890.00+AHw- 42.00000 1764.00+AHw- 54.00000 2268.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 191 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,768,135.03 ROUTE : 200 WEST CALL ORDER : 191 CONTRACT ID : R -27698-B COUNTIES : CLINTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1212938 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-ATLAS EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 802-76025 4.960 m2 +AHw- 320.00000 1587.20+AHw- 314.00000 1557.44+AHw- 400.00000 1984.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0077 808-06703 1123.000 m +AHw- 1.50000 1684.50+AHw- 1.40000 1572.20+AHw- 1.40000 1572.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0078 808-75245 1380.000 m +AHw- 1.50000 2070.00+AHw- 1.40000 1932.00+AHw- 1.40000 1932.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0079 808-75290 26.000 m +AHw- 16.00000 416.00+AHw- 15.20000 395.20+AHw- 15.25000 396.50 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 600 mm +AHw- +AHw- +AHw- 0080 808-75297 17.200 m +AHw- 16.00000 275.20+AHw- 15.20000 261.44+AHw- 15.25000 262.30 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0081 808-75320 1.000 EACH +AHw- 100.00000 100.00+AHw- 95.00000 95.00+AHw- 95.00000 95.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0082 808-75325 1.000 EACH +AHw- 150.00000 150.00+AHw- 140.00000 140.00+AHw- 200.00000 200.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0083 808-75340 4.000 EACH +AHw- 425.00000 1700.00+AHw- 420.00000 1680.00+AHw- 425.00000 1700.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD, RXR +AHw- +AHw- +AHw- 0084 808-92027 180.000 m +AHw- 5.00000 900.00+AHw- 5.10000 918.00+AHw- 5.20000 936.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,691,123.46+AHw- +ACQ- 1,797,733.05+AHw- +ACQ- 1,809,257.27 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,691,123.46+AHw- +ACQ- 1,797,733.05+AHw- +ACQ- 1,809,257.27 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -1 VENDOR RANKING CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 05/22/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3464006 3464006 3464006 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH +ACY- KELLY INC +ACQ- 9,985,334.96 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 10,641,030.81 106.5666+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 SIGN MODERNIZATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 100000.00000 100000.00+AHw- 200000.00000 200000.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07040 24.000 MOS +AHw- 2500.00000 60000.00+AHw- 3000.00000 72000.00+AHw- FIELD OFFICE, C +AHw- +AHw- +AHw- 0003 105-08520 4.000 EACH +AHw- 150.00000 600.00+AHw- 120.00000 480.00+AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 96.000 MOS +AHw- 80.00000 7680.00+AHw- 50.00000 4800.00+AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 108-01614 LUMP +AHw- 12000.00000 12000.00+AHw- 14000.00000 14000.00+AHw- PARTNERING OVERHEAD +AHw- +AHw- +AHw- 0007 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0008 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- 0009 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0010 110-01001 LUMP +AHw- 499000.00000 499000.00+AHw- 621000.00000 621000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0011 201-52370 LUMP +AHw- 140000.00000 140000.00+AHw- 750000.00000 750000.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0012 202-01300 1.000 EACH +AHw- 3200.00000 3200.00+AHw- 2500.00000 2500.00+AHw- TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0013 202-01300 1.000 EACH +AHw- 1100.00000 1100.00+AHw- 500.00000 500.00+AHw- TRAFFIC SIGNAL EQUIPMENT, REMOVE , +AHw- +AHw- +AHw- FLASHING BEACON +AHw- +AHw- +AHw- 0014 202-02240 16480.000 m2 +AHw- 12.00000 197760.00+AHw- 15.00000 247200.00+AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0015 202-02278 230.000 m +AHw- 25.00000 5750.00+AHw- 25.85000 5945.50+AHw- CURB, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0016 202-03875 4.000 EACH +AHw- 500.00000 2000.00+AHw- 425.13000 1700.52+AHw- CONCRETE STEPS, REMOVE +AHw- +AHw- +AHw- 0017 202-05545 1900.000 m3 +AHw- 50.00000 95000.00+AHw- 48.76000 92644.00+AHw- REGULATED MATERIALS, DISPOSE, C +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-05555 1900.000 m3 +AHw- 25.00000 47500.00+AHw- 28.74000 54606.00+AHw- REGULATED MATERIALS, TRANSPORT, C +AHw- +AHw- +AHw- 0019 202-06580 1900.000 m3 +AHw- 8.50000 16150.00+AHw- 10.12000 19228.00+AHw- CONTAMINATED SOIL, REMOVE +AHw- +AHw- +AHw- 0020 202-52710 3300.000 m2 +AHw- 6.00000 19800.00+AHw- 5.95000 19635.00+AHw- SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0021 202-91385 39.000 EACH +AHw- 191.00000 7449.00+AHw- 274.39000 10701.21+AHw- INLET, REMOVE +AHw- +AHw- +AHw- 0022 202-93047 4.000 EACH +AHw- 209.00000 836.00+AHw- 353.28000 1413.12+AHw- MANHOLE, REMOVE +AHw- +AHw- +AHw- 0023 202-94747 79.000 EACH +AHw- 25.00000 1975.00+AHw- 29.81000 2354.99+AHw- POST, REMOVE +AHw- +AHw- +AHw- 0024 202-96133 107.000 m +AHw- 60.00000 6420.00+AHw- 22.62000 2420.34+AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0025 203-02000 45750.000 m3 +AHw- 20.35000 931012.50+AHw- 17.75000 812062.50+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0026 205-03371 25.000 m3 +AHw- 105.00000 2625.00+AHw- 86.98000 2174.50+AHw- SEDIMENT REMOVE +AHw- +AHw- +AHw- 0027 205-06932 43.000 m +AHw- 30.50000 1311.50+AHw- 30.50000 1311.50+AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0028 205-06933 10.000 EACH +AHw- 100.00000 1000.00+AHw- 100.00000 1000.00+AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0029 205-06937 97.000 m +AHw- 5.70000 552.90+AHw- 5.70000 552.90+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0030 207-08268 41660.000 m2 +AHw- 18.30000 762378.00+AHw- 19.70000 820702.00+AHw- SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0031 211-07454 16175.000 m3 +AHw- 15.75000 254756.25+AHw- 0.10000 1617.50+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0032 301-07448 2460.000 Mg +AHw- 28.00000 68880.00+AHw- 41.50000 102090.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0033 303-07449 80.000 Mg +AHw- 35.00000 2800.00+AHw- 38.69000 3095.20+AHw- COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0034 303-07662 1030.000 Mg +AHw- 105.50000 108665.00+AHw- 74.93000 77177.90+AHw- STONE , GLACIAL ERRATIC +AHw- +AHw- +AHw- 0035 303-08210 100.000 Mg +AHw- 28.00000 2800.00+AHw- 54.21000 5421.00+AHw- COMPACTED AGGREGATE NO. 53, TEMPORARY +AHw- +AHw- +AHw- FOR DRIVEWAYS +AHw- +AHw- +AHw- 0036 304-07490 100.000 Mg +AHw- 100.00000 10000.00+AHw- 115.90000 11590.00+AHw- HMA PATCHING, TYPE B +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 304-07493 30.000 Mg +AHw- 150.00000 4500.00+AHw- 184.21000 5526.30+AHw- WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0038 306-08034 200.000 m2 +AHw- 15.00000 3000.00+AHw- 37.98000 7596.00+AHw- MILLING, ASPHALT, 38 mm +AHw- +AHw- +AHw- 0039 306-08041 1790.000 m2 +AHw- 6.00000 10740.00+AHw- 5.05000 9039.50+AHw- MILLING, PCCP +AHw- +AHw- +AHw- 0040 401-07328 3050.000 Mg +AHw- 82.00000 250100.00+AHw- 84.65000 258182.50+AHw- QC/QA-HMA, 3, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0041 401-07398 5050.000 Mg +AHw- 74.00000 373700.00+AHw- 60.00000 303000.00+AHw- QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0042 401-07424 13480.000 Mg +AHw- 68.00000 916640.00+AHw- 50.00000 674000.00+AHw- QC/QA-HMA, 3, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0043 401-08333 5780.000 Mg +AHw- 75.00000 433500.00+AHw- 70.00000 404600.00+AHw- QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0044 406-05520 40.000 Mg +AHw- 750.00000 30000.00+AHw- 356.32000 14252.80+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0045 603-04099 2.000 EACH +AHw- 750.00000 1500.00+AHw- 652.63000 1305.26+AHw- PIPE BOLLARD +AHw- +AHw- +AHw- 0046 604-04439 1000.000 m2 +AHw- 85.00000 85000.00+AHw- 112.60000 112600.00+AHw- TEXTURED CONCRETE PAVEMENT +AHw- +AHw- +AHw- 0047 604-07483 439.000 Mg +AHw- 92.00000 40388.00+AHw- 89.00000 39071.00+AHw- HMA FOR SIDEWALK +AHw- +AHw- +AHw- 0048 604-07897 6.000 m2 +AHw- 180.00000 1080.00+AHw- 207.83000 1246.98+AHw- CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0049 604-07900 40.000 m2 +AHw- 160.00000 6400.00+AHw- 247.61000 9904.40+AHw- CURB RAMP, CONCRETE, F +AHw- +AHw- +AHw- 0050 604-07901 25.000 m2 +AHw- 180.00000 4500.00+AHw- 227.06000 5676.50+AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0051 604-07902 254.000 m2 +AHw- 125.00000 31750.00+AHw- 182.67000 46398.18+AHw- CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0052 604-07903 92.000 m2 +AHw- 140.00000 12880.00+AHw- 166.47000 15315.24+AHw- CURB RAMP, CONCRETE, K +AHw- +AHw- +AHw- 0053 604-44251 181.000 m3 +AHw- 300.00000 54300.00+AHw- 600.00000 108600.00+AHw- STEPS, CONCRETE +AHw- +AHw- +AHw- 0054 604-91531 7160.000 m2 +AHw- 50.00000 358000.00+AHw- 34.30000 245588.00+AHw- SIDEWALK, CONCRETE, 100 mm +AHw- +AHw- +AHw- 0055 605-06120 175.000 m +AHw- 75.00000 13125.00+AHw- 71.29000 12475.75+AHw- CURB, CONCRETE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 605-06140 4530.000 m +AHw- 67.00000 303510.00+AHw- 46.57000 210962.10+AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0057 605-06210 10.000 m +AHw- 700.00000 7000.00+AHw- 330.10000 3301.00+AHw- CENTER CURB, C, CONCRETE +AHw- +AHw- +AHw- 0058 607-90826 2.000 EACH +AHw- 2000.00000 4000.00+AHw- 356.25000 712.50+AHw- GUTTER TURNOUT, CONCRETE +AHw- +AHw- +AHw- 0059 610-07487 2280.000 Mg +AHw- 88.00000 200640.00+AHw- 65.00000 148200.00+AHw- HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0060 610-07712 4890.000 m2 +AHw- 67.00000 327630.00+AHw- 46.16000 225722.40+AHw- PCCP FOR APPROACHES, 150 mm +AHw- +AHw- +AHw- 0061 611-06497 22.000 EACH +AHw- 147.00000 3234.00+AHw- 205.00000 4510.00+AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0062 611-06498 17.000 EACH +AHw- 299.00000 5083.00+AHw- 250.00000 4250.00+AHw- MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0063 615-06490 81.000 EACH +AHw- 200.00000 16200.00+AHw- 116.00000 9396.00+AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0064 615-06505 6.000 EACH +AHw- 950.00000 5700.00+AHw- 64.00000 384.00+AHw- MONUMENT, B +AHw- +AHw- +AHw- 0065 615-06527 3.000 EACH +AHw- 1050.00000 3150.00+AHw- 525.00000 1575.00+AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0066 616-02320 916.000 m2 +AHw- 2.30000 2106.80+AHw- 3.02000 2766.32+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0067 616-06406 60.000 m2 +AHw- 64.00000 3840.00+AHw- 92.27000 5536.20+AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0068 621-01004 1.000 EACH +AHw- 575.00000 575.00+AHw- 575.00000 575.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0069 621-01597 270.000 m2 +AHw- 9.68000 2613.60+AHw- 9.68000 2613.60+AHw- EROSION CONTROL, MAT +AHw- +AHw- +AHw- 0070 621-06560 370.000 m2 +AHw- 2.12000 784.40+AHw- 2.12000 784.40+AHw- MULCHED SEEDING, U +AHw- +AHw- +AHw- 0071 621-06575 14610.000 m2 +AHw- 3.88000 56686.80+AHw- 3.88000 56686.80+AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0072 622-04648 3.000 EACH +AHw- 1100.00000 3300.00+AHw- 500.00000 1500.00+AHw- TREE GRATE +AHw- +AHw- +AHw- 0073 622-05649 32.000 EACH +AHw- 450.00000 14400.00+AHw- 450.00000 14400.00+AHw- PLANT, DECIDUOUS TREE, SINGLE STEM OVER +AHw- +AHw- +AHw- 32 TO 50 mm +AHw- +AHw- +AHw- 0074 622-05650 26.000 EACH +AHw- 510.00000 13260.00+AHw- 510.00000 13260.00+AHw- PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 50 TO 63 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 702-51863 6.000 EACH +AHw- 750.00000 4500.00+AHw- 470.80000 2824.80+AHw- FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0076 702-90915 172.000 m3 +AHw- 535.00000 92020.00+AHw- 1000.00000 172000.00+AHw- CONCRETE, A +AHw- +AHw- +AHw- 0077 702-90915 15.000 m3 +AHw- 600.00000 9000.00+AHw- 496.35000 7445.25+AHw- CONCRETE, A , FOR SIDEWALK +AHw- +AHw- +AHw- 0078 703-06028 4610.000 kg +AHw- 2.90000 13369.00+AHw- 2.77000 12769.70+AHw- REINFORCING BARS +AHw- +AHw- +AHw- 0079 706-01268 160.000 m +AHw- 649.00000 103840.00+AHw- 472.12000 75539.20+AHw- HANDRAIL, ALUMINUM +AHw- +AHw- +AHw- 0080 711-03814 11.000 m2 +AHw- 334.00000 3674.00+AHw- 150.95000 1660.45+AHw- GRATES , WELDED STEEL +AHw- +AHw- +AHw- 0081 712-03812 1.000 EACH +AHw- 1000.00000 1000.00+AHw- 186.04000 186.04+AHw- BENCH , RELOCATE +AHw- +AHw- +AHw- 0082 714-26709 120.000 m +AHw- 1234.00000 148080.00+AHw- 2500.00000 300000.00+AHw- CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 2400 mm x 1500 mm +AHw- +AHw- +AHw- 0083 715-02963 LUMP +AHw- 11000.00000 11000.00+AHw- 5000.00000 5000.00+AHw- TEMPORARY SANITARY SEWAGE PUMPING +AHw- +AHw- +AHw- 0084 715-03025 1.000 EACH +AHw- 2871.00000 2871.00+AHw- 2911.73000 2911.73+AHw- SANITARY MANHOLE +AHw- +AHw- +AHw- 0085 715-05024 180.000 m +AHw- 226.25000 40725.00+AHw- 286.98000 51656.40+AHw- PIPE, TYPE 2, CIRCULAR, 900 mm +AHw- +AHw- +AHw- 0086 715-05048 5650.000 m +AHw- 32.00000 180800.00+AHw- 44.40000 250860.00+AHw- PIPE, TYPE 4, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0087 715-05147 40.000 m +AHw- 119.00000 4760.00+AHw- 115.18000 4607.20+AHw- PIPE, TYPE 2, CIRCULAR, 200 mm +AHw- +AHw- +AHw- 0088 715-05148 6.000 m +AHw- 285.00000 1710.00+AHw- 120.92000 725.52+AHw- PIPE, TYPE 2, CIRCULAR, 250 mm +AHw- +AHw- +AHw- 0089 715-05149 1010.000 m +AHw- 117.00000 118170.00+AHw- 105.84000 106898.40+AHw- PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0090 715-05151 390.000 m +AHw- 142.00000 55380.00+AHw- 190.76000 74396.40+AHw- PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0091 715-05152 20.000 m +AHw- 154.00000 3080.00+AHw- 235.30000 4706.00+AHw- PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0092 715-05153 70.000 m +AHw- 156.00000 10920.00+AHw- 127.93000 8955.10+AHw- PIPE, TYPE 2, CIRCULAR, 525 mm +AHw- +AHw- +AHw- 0093 715-05154 70.000 m +AHw- 176.00000 12320.00+AHw- 108.11000 7567.70+AHw- PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 715-05156 450.000 m +AHw- 187.00000 84150.00+AHw- 312.34000 140553.00+AHw- PIPE, TYPE 2, CIRCULAR, 750 mm +AHw- +AHw- +AHw- 0095 715-05159 490.000 m +AHw- 279.00000 136710.00+AHw- 410.44000 201115.60+AHw- PIPE, TYPE 2, CIRCULAR, 1050 mm +AHw- +AHw- +AHw- 0096 715-05161 790.000 m +AHw- 312.00000 246480.00+AHw- 466.35000 368416.50+AHw- PIPE, TYPE 2, CIRCULAR, 1200 mm +AHw- +AHw- +AHw- 0097 715-05162 60.000 m +AHw- 350.00000 21000.00+AHw- 967.75000 58065.00+AHw- PIPE, TYPE 2, CIRCULAR, 1350 mm +AHw- +AHw- +AHw- 0098 715-05336 65.000 m +AHw- 330.00000 21450.00+AHw- 633.25000 41161.25+AHw- PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 +AHw- +AHw- +AHw- m2 +AHw- +AHw- +AHw- 0099 715-05344 130.000 m +AHw- 369.00000 47970.00+AHw- 446.75000 58077.50+AHw- PIPE, TYPE 2, DEFORMED, MIN. AREA 1.20 +AHw- +AHw- +AHw- m2 +AHw- +AHw- +AHw- 0100 715-05347 50.000 m +AHw- 496.00000 24800.00+AHw- 581.05000 29052.50+AHw- PIPE, TYPE 2, DEFORMED, MIN. AREA 1.55 +AHw- +AHw- +AHw- m2 +AHw- +AHw- +AHw- 0101 715-05350 110.000 m +AHw- 564.00000 62040.00+AHw- 657.83000 72361.30+AHw- PIPE, TYPE 2, DEFORMED, MIN. AREA 1.90 +AHw- +AHw- +AHw- m2 +AHw- +AHw- +AHw- 0102 715-05408 6.000 m +AHw- 294.00000 1764.00+AHw- 661.36000 3968.16+AHw- PIPE, SANITARY SEWER, 200 mm +AHw- +AHw- +AHw- 0103 715-05409 6.000 m +AHw- 301.00000 1806.00+AHw- 786.05000 4716.30+AHw- PIPE, SANITARY SEWER, 250 mm +AHw- +AHw- +AHw- 0104 715-05412 126.000 m +AHw- 189.00000 23814.00+AHw- 283.18000 35680.68+AHw- PIPE, SANITARY SEWER, 375 mm +AHw- +AHw- +AHw- 0105 715-06377 60.000 m +AHw- 207.00000 12420.00+AHw- 260.80000 15648.00+AHw- SERVICE LATERAL , 100 mm +AHw- +AHw- +AHw- 0106 715-06377 60.000 m +AHw- 210.00000 12600.00+AHw- 276.00000 16560.00+AHw- SERVICE LATERAL , 150 mm +AHw- +AHw- +AHw- 0107 715-06847 1.000 EACH +AHw- 2232.00000 2232.00+AHw- 1921.73000 1921.73+AHw- PIPE END SECTION, MIN. AREA 1.9 m2 +AHw- +AHw- +AHw- 0108 715-08305 200.000 Mg +AHw- 110.00000 22000.00+AHw- 61.70000 12340.00+AHw- HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0109 715-46000 1.000 EACH +AHw- 425.00000 425.00+AHw- 385.08000 385.08+AHw- PIPE END SECTION, 300 mm +AHw- +AHw- +AHw- 0110 715-46020 1.000 EACH +AHw- 565.00000 565.00+AHw- 510.50000 510.50+AHw- PIPE END SECTION, 600 mm +AHw- +AHw- +AHw- 0111 715-46040 1.000 EACH +AHw- 1042.00000 1042.00+AHw- 656.50000 656.50+AHw- PIPE END SECTION, 900 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 715-94976 1.000 EACH +AHw- 5997.00000 5997.00+AHw- 9963.70000 9963.70+AHw- GRATED BOX END SECTION, II, 3:1, 900 mm +AHw- +AHw- +AHw- 0113 715-97692 1.000 EACH +AHw- 5997.00000 5997.00+AHw- 11115.35000 11115.35+AHw- GRATED BOX END SECTION, I, 4:1, 900 mm +AHw- +AHw- +AHw- 0114 716-96559 140.000 m +AHw- 469.00000 65660.00+AHw- 330.00000 46200.00+AHw- HORIZONTAL BORING BENEATH ROADWAY , +AHw- +AHw- +AHw- DIRECTIONAL +AHw- +AHw- +AHw- 0115 718-06532 1420.000 m +AHw- 2.70000 3834.00+AHw- 3.00000 4260.00+AHw- VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0116 718-52610 3140.000 m3 +AHw- 46.00000 144440.00+AHw- 0.11000 345.40+AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0117 718-99153 12060.000 m2 +AHw- 0.85000 10251.00+AHw- 0.01000 120.60+AHw- GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0118 720-02442 6.000 EACH +AHw- 285.00000 1710.00+AHw- 719.22000 4315.32+AHw- PIPE, PLUG EXISTING , WATER MAIN +AHw- +AHw- +AHw- 0119 720-04721 1.000 EACH +AHw- 3303.00000 3303.00+AHw- 8012.13000 8012.13+AHw- MANHOLE, K 5, MODIFIED +AHw- +AHw- +AHw- 0120 720-08239 1.000 EACH +AHw- 2089.00000 2089.00+AHw- 5664.43000 5664.43+AHw- MANHOLE, J7, MODIFIED +AHw- +AHw- +AHw- 0121 720-08241 3.000 EACH +AHw- 3731.00000 11193.00+AHw- 6930.25000 20790.75+AHw- MANHOLE, K15, MODIFIED +AHw- +AHw- +AHw- 0122 720-44000 39.000 EACH +AHw- 252.00000 9828.00+AHw- 258.74000 10090.86+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0123 720-44025 1.000 EACH +AHw- 362.00000 362.00+AHw- 445.55000 445.55+AHw- CASTING, 4, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- 0124 720-45005 5.000 EACH +AHw- 1350.00000 6750.00+AHw- 1914.61000 9573.05+AHw- INLET, A2 +AHw- +AHw- +AHw- 0125 720-45030 1.000 EACH +AHw- 1080.00000 1080.00+AHw- 3115.28000 3115.28+AHw- INLET, E7 +AHw- +AHw- +AHw- 0126 720-45035 1.000 EACH +AHw- 1080.00000 1080.00+AHw- 2505.53000 2505.53+AHw- INLET, F7 +AHw- +AHw- +AHw- 0127 720-45141 8.000 EACH +AHw- 1812.00000 14496.00+AHw- 2702.25000 21618.00+AHw- INLET, H5, MODIFIED +AHw- +AHw- +AHw- 0128 720-45270 11.000 EACH +AHw- 1146.00000 12606.00+AHw- 679.34000 7472.74+AHw- PIPE CATCH BASIN, 450 mm +AHw- +AHw- +AHw- 0129 720-45410 17.000 EACH +AHw- 1468.00000 24956.00+AHw- 2440.22000 41483.74+AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0130 720-45430 2.000 EACH +AHw- 6800.00000 13600.00+AHw- 19271.27000 38542.54+AHw- MANHOLE, G4 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 720-93501 8.000 EACH +AHw- 3980.00000 31840.00+AHw- 6401.23000 51209.84+AHw- MANHOLE, L4 +AHw- +AHw- +AHw- 0132 720-94612 14.000 EACH +AHw- 3074.00000 43036.00+AHw- 6022.34000 84312.76+AHw- MANHOLE, K4 +AHw- +AHw- +AHw- 0133 720-94778 4.000 EACH +AHw- 2513.00000 10052.00+AHw- 3739.92000 14959.68+AHw- FIRE HYDRANT ASSEMBLY, I +AHw- +AHw- +AHw- 0134 720-95335 6.000 EACH +AHw- 3678.00000 22068.00+AHw- 6202.61000 37215.66+AHw- MANHOLE, M4 +AHw- +AHw- +AHw- 0135 720-95422 15.000 EACH +AHw- 1966.00000 29490.00+AHw- 3358.92000 50383.80+AHw- MANHOLE, J4 +AHw- +AHw- +AHw- 0136 720-98174 64.000 EACH +AHw- 1965.00000 125760.00+AHw- 2259.58000 144613.12+AHw- INLET, B15 +AHw- +AHw- +AHw- 0137 720-98555 29.000 EACH +AHw- 1971.00000 57159.00+AHw- 2266.92000 65740.68+AHw- INLET, C15 +AHw- +AHw- +AHw- 0138 732-01898 145.000 m +AHw- 134.00000 19430.00+AHw- 426.79000 61884.55+AHw- WATER MAIN, DUCTILE IRON, 250 mm +AHw- +AHw- +AHw- 0139 732-02745 8.000 EACH +AHw- 1062.00000 8496.00+AHw- 1502.24000 12017.92+AHw- GATE VALVE AND BOX, 200 mm +AHw- +AHw- +AHw- 0140 732-04837 2.000 EACH +AHw- 356.00000 712.00+AHw- 1324.41000 2648.82+AHw- PLUG , SANITARY SEWER +AHw- +AHw- +AHw- 0141 732-05589 5.000 EACH +AHw- 430.00000 2150.00+AHw- 416.63000 2083.15+AHw- COUPLING , FLEXIBLE +AHw- +AHw- +AHw- 0142 732-08565 10.000 EACH +AHw- 320.00000 3200.00+AHw- 279.34000 2793.40+AHw- ABANDON VALVE +AHw- +AHw- +AHw- 0143 732-91738 44.000 m +AHw- 200.00000 8800.00+AHw- 38.09000 1675.96+AHw- WATER MAIN, DUCTILE IRON, 150 mm +AHw- +AHw- +AHw- 0144 732-91739 393.000 m +AHw- 149.00000 58557.00+AHw- 231.14000 90838.02+AHw- WATER MAIN, DUCTILE IRON, 200 mm +AHw- +AHw- +AHw- 0145 732-94780 26.000 EACH +AHw- 1000.00000 26000.00+AHw- 1345.42000 34980.92+AHw- WATER SERVICE CONNECTION +AHw- +AHw- +AHw- 0146 732-97009 4.000 EACH +AHw- 347.00000 1388.00+AHw- 279.35000 1117.40+AHw- FIRE HYDRANT ASSEMBLY, REMOVE +AHw- +AHw- +AHw- 0147 732-98479 4.000 EACH +AHw- 1675.00000 6700.00+AHw- 1495.29000 5981.16+AHw- GATE VALVE AND BOX, 250 mm +AHw- +AHw- +AHw- 0148 801-04308 12.000 EACH +AHw- 545.00000 6540.00+AHw- 545.00000 6540.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0149 801-06049 460.000 m +AHw- 2.00000 920.00+AHw- 2.00000 920.00+AHw- TEMPORARY PAVEMENT MARKING, II, YELLOW, +AHw- +AHw- +AHw- 100 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : 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801-06775 LUMP +AHw- 115000.00000 115000.00+AHw- 175000.00000 175000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0153 801-07118 15.000 m +AHw- 38.00000 570.00+AHw- 38.00000 570.00+AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0154 801-07119 98.000 m +AHw- 46.00000 4508.00+AHw- 46.00000 4508.00+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0155 802-05701 260.000 m +AHw- 42.64000 11086.40+AHw- 34.00000 8840.00+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0156 802-05702 30.000 m +AHw- 45.92000 1377.60+AHw- 30.00000 900.00+AHw- SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0157 802-07135 20.000 EACH +AHw- 1920.00000 38400.00+AHw- 1450.00000 29000.00+AHw- CABLE SPAN SIGN STRUCTURE FOUNDATION, I +AHw- +AHw- +AHw- 0158 802-76025 65.700 m2 +AHw- 103.33000 6788.78+AHw- 145.00000 9526.50+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0159 802-76035 29.200 m2 +AHw- 120.02000 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SYMBOLS, 450mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 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46800.00+AHw- LIGHTING FOUNDATION WITH GROUNDING, 600 +AHw- +AHw- +AHw- mm DIA. X 1.95 m +AHw- +AHw- +AHw- 0186 807-07580 5200.000 m +AHw- 22.63000 117676.00+AHw- 10.00000 52000.00+AHw- WIRE, NO. 4, COPPER, IN PLASTIC DUCT, +AHw- +AHw- +AHw- IN TRENCH, 4 1/C +AHw- +AHw- +AHw- 0187 808-03114 2.000 EACH +AHw- 175.00000 350.00+AHw- 175.00000 350.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, (XING) 2.4 m +AHw- +AHw- +AHw- 0188 808-03439 20.000 m +AHw- 15.60000 312.00+AHw- 15.60000 312.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK, WHITE, 600 mm +AHw- +AHw- +AHw- 0189 808-06703 360.000 m +AHw- 2.00000 720.00+AHw- 2.00000 720.00+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0190 808-75065 2.000 EACH +AHw- 225.00000 450.00+AHw- 225.00000 450.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD, SCHOOL +AHw- +AHw- +AHw- 0191 808-75240 3120.000 m +AHw- 1.12000 3494.40+AHw- 1.12000 3494.40+AHw- LINE, THERMOPLASTIC, BROKEN, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0192 808-75245 4510.000 m +AHw- 1.06000 4780.60+AHw- 1.08000 4870.80+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0193 808-75297 150.000 m +AHw- 15.60000 2340.00+AHw- 15.60000 2340.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0194 808-75300 940.000 m +AHw- 3.90000 3666.00+AHw- 3.90000 3666.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 150 mm +AHw- +AHw- +AHw- 0195 808-75320 40.000 EACH +AHw- 87.00000 3480.00+AHw- 87.00000 3480.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0196 808-75325 30.000 EACH +AHw- 123.00000 3690.00+AHw- 123.00000 3690.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0197 808-75998 160.000 EACH +AHw- 23.50000 3760.00+AHw- 30.00000 4800.00+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 211 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 10,660,353 ROUTE : SR 2 US 231 CALL ORDER : 211 CONTRACT ID : R -28424-A COUNTIES : PORTER LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 808-92027 60.000 m +AHw- 5.20000 312.00+AHw- 5.20000 312.00+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- 0199 808-96016 310.000 m +AHw- 7.80000 2418.00+AHw- 7.80000 2418.00+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 300 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0200 808-97664 1.000 EACH +AHw- 200.00000 200.00+AHw- 200.00000 200.00+AHw- PAVEMENT MESSAGE MARKINGS THERMOPLASTIC +AHw- +AHw- +AHw- HANDICAP SYMBOL +AHw- +AHw- +AHw- 0201 808-99176 590.000 m +AHw- 15.60000 9204.00+AHw- 15.60000 9204.00+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 600 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 9,985,334.96+AHw- +ACQ- 10,641,030.81+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 9,985,334.96+AHw- +ACQ- 10,641,030.81+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -1 VENDOR RANKING CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 08/27/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0688013 0688013 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER +ACY- MILLIGAN CONSTR. CO. +ACQ- 408,518.10 100.0000+ACU- 2 35-1151771 CALUMET ASPHALT PAVING CO. INC +ACQ- 409,873.84 100.3319+ACU- 3 35-1357381 DAVE O+AGA-MARA CONTRACTOR +ACQ- 433,764.20 106.1799+ACU- 4 35-1385672 FORCE CONSTRUCTION CO. INC. +ACQ- 451,083.25 110.4194+ACU- 5 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 486,000.00 118.9666+ACU- 6 35-1128289 BEATY CONSTRUCTION INC +ACQ- 527,250.63 129.0642+ACU- 7 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 547,496.00 134.0200+ACU- 8 90-0177865 HIS CONSTRUCTORS LLC +ACQ- 632,465.85 154.8195+ACU- 9 35-1673827 HENDERSON, H.E., INC. +ACQ- 950,108.65 232.5744+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 558,944.05 ROUTE : 44 CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1364963 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1357381 +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DAVE O+AGA-MARA CONTRACTOR LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 2500.00000 2500.00+AHw- 16000.00000 16000.00+AHw- 7000.00000 7000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 4.000 MOS +AHw- 1200.00000 4800.00+AHw- 2700.00000 10800.00+AHw- 1500.00000 6000.00 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- 19500.00000 19500.00+AHw- 17000.00000 17000.00+AHw- 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 202-02241 157.000 LFT +AHw- 6.00000 942.00+AHw- 6.00000 942.00+AHw- 6.50000 1020.50 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0007 202-51330 LUMP +AHw- 8000.00000 8000.00+AHw- 10000.00000 10000.00+AHw- 6000.00000 6000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 +AHw- +AHw- +AHw- 0008 202-51330 LUMP +AHw- 9500.00000 9500.00+AHw- 10000.00000 10000.00+AHw- 6000.00000 6000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 +AHw- +AHw- +AHw- 0009 203-02000 68.000 CYS +AHw- 15.00000 1020.00+AHw- 16.93000 1151.24+AHw- 24.00000 1632.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0010 203-02070 702.000 CYS +AHw- 15.00000 10530.00+AHw- 1.00000 702.00+AHw- 6.00000 4212.00 BORROW +AHw- +AHw- +AHw- 0011 203-02131 10.000 CYS +AHw- 50.00000 500.00+AHw- 40.00000 400.00+AHw- 25.00000 250.00 EXPLORATORY EXCAVATION +AHw- +AHw- +AHw- 0012 205-06932 100.000 LFT +AHw- 3.75000 375.00+AHw- 3.00000 300.00+AHw- 11.00000 1100.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0013 207-08263 1460.000 SYS +AHw- 12.15000 17739.00+AHw- 14.00000 20440.00+AHw- 14.00000 20440.00 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0014 211-02050 80.000 CYS +AHw- 37.50000 3000.00+AHw- 20.00000 1600.00+AHw- 27.00000 2160.00 B BORROW +AHw- +AHw- +AHw- 0015 303-01180 736.000 TON +AHw- 17.75000 13064.00+AHw- 22.00000 16192.00+AHw- 17.50000 12880.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED +AHw- +AHw- +AHw- STONE +AHw- +AHw- +AHw- 0016 303-60012 359.000 TON +AHw- 19.00000 6821.00+AHw- 26.00000 9334.00+AHw- 20.50000 7359.50 AGGREGATE, 2 +AHw- +AHw- +AHw- 0017 303-94433 532.000 CYS +AHw- 35.00000 18620.00+AHw- 44.00000 23408.00+AHw- 35.00000 18620.00 AGGREGATE, 12 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 558,944.05 ROUTE : 44 CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1364963 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1357381 +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DAVE O+AGA-MARA CONTRACTOR LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 306-08042 4360.000 SYS +AHw- 1.90000 8284.00+AHw- 2.20000 9592.00+AHw- 1.50000 6540.00 MILLING, SCARIFICATION/PROFILE +AHw- +AHw- +AHw- 0019 306-08043 1200.000 SYS +AHw- 0.25000 300.00+AHw- 1.10000 1320.00+AHw- 1.20000 1440.00 MILLING, TRANSITION +AHw- +AHw- +AHw- 0020 402-07433 575.000 TON +AHw- 57.50000 33062.50+AHw- 56.40000 32430.00+AHw- 55.00000 31625.00 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0021 402-07438 350.000 TON +AHw- 57.50000 20125.00+AHw- 52.70000 18445.00+AHw- 55.00000 19250.00 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0022 406-05520 2.500 TON +AHw- 300.00000 750.00+AHw- 200.00000 500.00+AHw- 300.00000 750.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0023 601-06854 4.000 EACH +AHw- 2500.00000 10000.00+AHw- 2450.00000 9800.00+AHw- 2550.00000 10200.00 GUARDRAIL, W-BEAM, NESTED +AHw- +AHw- +AHw- 0024 601-94689 8.000 EACH +AHw- 2250.00000 18000.00+AHw- 2100.00000 16800.00+AHw- 2200.00000 17600.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0025 601-99105 850.000 LFT +AHw- 15.00000 12750.00+AHw- 14.50000 12325.00+AHw- 15.50000 13175.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0026 616-02320 829.000 SYS +AHw- 3.00000 2487.00+AHw- 2.50000 2072.50+AHw- 2.30000 1906.70 GEOTEXTILES +AHw- +AHw- +AHw- 0027 616-05688 200.000 TON +AHw- 22.50000 4500.00+AHw- 30.00000 6000.00+AHw- 21.00000 4200.00 RIPRAP, CLASS 1 +AHw- +AHw- +AHw- 0028 616-06451 134.000 TON +AHw- 20.00000 2680.00+AHw- 24.00000 3216.00+AHw- 25.00000 3350.00 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0029 621-01004 4.000 EACH +AHw- 100.00000 400.00+AHw- 400.00000 1600.00+AHw- 625.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0030 621-06559 2550.000 SYS +AHw- 1.00000 2550.00+AHw- 1.64000 4182.00+AHw- 0.55000 1402.50 MULCHED SEEDING, R +AHw- +AHw- +AHw- 0031 621-06570 83.000 CYS +AHw- 30.00000 2490.00+AHw- 65.00000 5395.00+AHw- 29.00000 2407.00 TOP SOIL , ENCASEMENT +AHw- +AHw- +AHw- 0032 714-01366 52.000 LFT +AHw- 850.00000 44200.00+AHw- 655.00000 34060.00+AHw- 900.00000 46800.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 10 FT. X 4 FT. +AHw- +AHw- +AHw- 0033 714-07773 54.000 LFT +AHw- 800.00000 43200.00+AHw- 610.00000 32940.00+AHw- 875.00000 47250.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 10 FT. X 3 FT. +AHw- +AHw- +AHw- 0034 714-08514 722.600 SFT +AHw- 50.00000 36130.00+AHw- 50.00000 36130.00+AHw- 74.00000 53472.40 WINGWALL +AHw- +AHw- +AHw- 0035 715-05115 14.000 LFT +AHw- 15.00000 210.00+AHw- 38.00000 532.00+AHw- 38.00000 532.00 PIPE, TYPE 1, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 558,944.05 ROUTE : 44 CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1364963 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1357381 +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +AHw-CALUMET ASPHALT PAVING CO. I +AHw-DAVE O+AGA-MARA CONTRACTOR LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 715-05116 24.000 LFT +AHw- 20.00000 480.00+AHw- 32.00000 768.00+AHw- 34.00000 816.00 PIPE, TYPE 1, CIRCULAR, 8 IN. +AHw- +AHw- +AHw- 0037 715-05119 34.000 LFT +AHw- 37.50000 1275.00+AHw- 28.00000 952.00+AHw- 43.00000 1462.00 PIPE, TYPE 1, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0038 715-05119 60.000 LFT +AHw- 37.50000 2250.00+AHw- 36.00000 2160.00+AHw- 36.00000 2160.00 PIPE, TYPE 1, CIRCULAR, 15 IN. , SMOOTH +AHw- +AHw- +AHw- WALL PVC +AHw- +AHw- +AHw- 0039 715-08305 289.000 TON +AHw- 57.50000 16617.50+AHw- 57.20000 16530.80+AHw- 55.00000 15895.00 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0040 720-45400 2.000 EACH +AHw- 2750.00000 5500.00+AHw- 2850.00000 5700.00+AHw- 1800.00000 3600.00 MANHOLE, A4 +AHw- +AHw- +AHw- 0041 801-04308 12.000 EACH +AHw- 200.00000 2400.00+AHw- 150.00000 1800.00+AHw- 185.00000 2220.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0042 801-06207 167.000 LFT +AHw- 1.00000 167.00+AHw- 5.00000 835.00+AHw- 2.20000 367.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0043 801-06625 75.000 EACH +AHw- 90.00000 6750.00+AHw- 75.00000 5625.00+AHw- 85.00000 6375.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0044 801-06640 28.000 EACH +AHw- 135.00000 3780.00+AHw- 85.00000 2380.00+AHw- 200.00000 5600.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0045 801-06775 LUMP +AHw- 3000.00000 3000.00+AHw- 2000.00000 2000.00+AHw- 7000.00000 7000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0046 801-07118 192.000 LFT +AHw- 9.25000 1776.00+AHw- 5.00000 960.00+AHw- 9.00000 1728.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0047 801-07119 96.000 LFT +AHw- 9.50000 912.00+AHw- 6.00000 576.00+AHw- 10.00000 960.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0048 804-06725 13.000 EACH +AHw- 30.00000 390.00+AHw- 28.00000 364.00+AHw- 30.00000 390.00 DELINEATOR WITH POST, D1, 3 IN. DIA. +AHw- +AHw- +AHw- 0049 808-06712 210.000 LFT +AHw- 0.35000 73.50+AHw- 0.19000 39.90+AHw- 0.30000 63.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0050 808-06713 3430.000 LFT +AHw- 0.21000 720.30+AHw- 0.19000 651.70+AHw- 0.20000 686.00 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0051 808-06714 8930.000 LFT +AHw- 0.21000 1875.30+AHw- 0.19000 1696.70+AHw- 0.20000 1786.00 LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0052 808-75996 32.000 EACH +AHw- 15.00000 480.00+AHw- 10.00000 320.00+AHw- 19.35000 619.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0053 808-75998 32.000 EACH +AHw- 32.50000 1040.00+AHw- 28.25000 904.00+AHw- 30.00000 960.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 408,518.10+AHw- +ACQ- 409,873.84+AHw- +ACQ- 433,764.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 408,518.10+AHw- +ACQ- 409,873.84+AHw- +ACQ- 433,764.20 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 558,944.05 ROUTE : 44 CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1385672 +AHw-( 5 ) 35-0918397 +AHw-( 6 ) 35-1128289 +AHw-FORCE CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-BEATY CONSTRUCTION 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 SMALL STRUCTURE REPLACEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 2665.00000 2665.00+AHw- 2600.00000 2600.00+AHw- 3000.00000 3000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 4.000 MOS +AHw- 2155.00000 8620.00+AHw- 3000.00000 12000.00+AHw- 2000.00000 8000.00 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- 31666.00000 31666.00+AHw- 24346.20000 24346.20+AHw- 26300.00000 26300.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 202-02241 157.000 LFT +AHw- 6.00000 942.00+AHw- 6.50000 1020.50+AHw- 6.25000 981.25 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0007 202-51330 LUMP +AHw- 11128.00000 11128.00+AHw- 13000.00000 13000.00+AHw- 16045.00000 16045.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 +AHw- +AHw- +AHw- 0008 202-51330 LUMP +AHw- 11128.00000 11128.00+AHw- 13000.00000 13000.00+AHw- 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 +AHw- +AHw- +AHw- 0009 203-02000 68.000 CYS +AHw- 24.50000 1666.00+AHw- 48.00000 3264.00+AHw- 30.00000 2040.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0010 203-02070 702.000 CYS +AHw- 25.00000 17550.00+AHw- 43.00000 30186.00+AHw- 18.00000 12636.00 BORROW +AHw- +AHw- +AHw- 0011 203-02131 10.000 CYS +AHw- 155.00000 1550.00+AHw- 100.00000 1000.00+AHw- 35.00000 350.00 EXPLORATORY EXCAVATION +AHw- +AHw- +AHw- 0012 205-06932 100.000 LFT +AHw- 3.00000 300.00+AHw- 3.00000 300.00+AHw- 3.25000 325.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0013 207-08263 1460.000 SYS +AHw- 9.30000 13578.00+AHw- 12.00000 17520.00+AHw- 16.00000 23360.00 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0014 211-02050 80.000 CYS +AHw- 51.50000 4120.00+AHw- 15.00000 1200.00+AHw- 22.75000 1820.00 B BORROW +AHw- +AHw- +AHw- 0015 303-01180 736.000 TON +AHw- 22.50000 16560.00+AHw- 24.00000 17664.00+AHw- 25.43000 18716.48 COMPACTED AGGREGATE, NO. 53 , CRUSHED +AHw- +AHw- +AHw- STONE +AHw- +AHw- +AHw- 0016 303-60012 359.000 TON +AHw- 31.70000 11380.30+AHw- 35.00000 12565.00+AHw- 22.00000 7898.00 AGGREGATE, 2 +AHw- +AHw- +AHw- 0017 303-94433 532.000 CYS +AHw- 34.54000 18375.28+AHw- 29.00000 15428.00+AHw- 80.00000 42560.00 AGGREGATE, 12 +AHw- +AHw- +AHw- 0018 306-08042 4360.000 SYS +AHw- 1.48000 6452.80+AHw- 2.25000 9810.00+AHw- 3.00000 13080.00 MILLING, SCARIFICATION/PROFILE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 558,944.05 ROUTE : 44 CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1385672 +AHw-( 5 ) 35-0918397 +AHw-( 6 ) 35-1128289 +AHw-FORCE CONSTRUCTION CO. INC. +AHw-RIETH RILEY CONSTRUCTION +AHw-BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08043 1200.000 SYS +AHw- 0.82000 984.00+AHw- 2.25000 2700.00+AHw- 3.00000 3600.00 MILLING, TRANSITION +AHw- +AHw- +AHw- 0020 402-07433 575.000 TON +AHw- 55.00000 31625.00+AHw- 69.00000 39675.00+AHw- 60.00000 34500.00 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0021 402-07438 350.000 TON +AHw- 55.00000 19250.00+AHw- 85.00000 29750.00+AHw- 60.00000 21000.00 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0022 406-05520 2.500 TON +AHw- 300.00000 750.00+AHw- 500.00000 1250.00+AHw- 325.00000 812.50 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0023 601-06854 4.000 EACH +AHw- 2450.00000 9800.00+AHw- 2450.00000 9800.00+AHw- 2700.00000 10800.00 GUARDRAIL, W-BEAM, NESTED +AHw- +AHw- +AHw- 0024 601-94689 8.000 EACH +AHw- 2100.00000 16800.00+AHw- 2100.00000 16800.00+AHw- 2300.00000 18400.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0025 601-99105 850.000 LFT +AHw- 14.50000 12325.00+AHw- 14.50000 12325.00+AHw- 15.50000 13175.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0026 616-02320 829.000 SYS +AHw- 2.54000 2105.66+AHw- 3.00000 2487.00+AHw- 2.50000 2072.50 GEOTEXTILES +AHw- +AHw- +AHw- 0027 616-05688 200.000 TON +AHw- 24.60000 4920.00+AHw- 42.00000 8400.00+AHw- 22.75000 4550.00 RIPRAP, CLASS 1 +AHw- +AHw- +AHw- 0028 616-06451 134.000 TON +AHw- 30.43000 4077.62+AHw- 51.00000 6834.00+AHw- 28.00000 3752.00 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0029 621-01004 4.000 EACH +AHw- 400.00000 1600.00+AHw- 400.00000 1600.00+AHw- 410.00000 1640.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0030 621-06559 2550.000 SYS +AHw- 0.50000 1275.00+AHw- 0.50000 1275.00+AHw- 0.55000 1402.50 MULCHED SEEDING, R +AHw- +AHw- +AHw- 0031 621-06570 83.000 CYS +AHw- 74.00000 6142.00+AHw- 53.00000 4399.00+AHw- 47.00000 3901.00 TOP SOIL , ENCASEMENT +AHw- +AHw- +AHw- 0032 714-01366 52.000 LFT +AHw- 723.00000 37596.00+AHw- 820.00000 42640.00+AHw- 675.00000 35100.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 10 FT. X 4 FT. +AHw- +AHw- +AHw- 0033 714-07773 54.000 LFT +AHw- 673.00000 36342.00+AHw- 770.00000 41580.00+AHw- 600.00000 32400.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 10 FT. X 3 FT. +AHw- +AHw- +AHw- 0034 714-08514 722.600 SFT +AHw- 73.18000 52879.87+AHw- 45.00000 32517.00+AHw- 105.00000 75873.00 WINGWALL +AHw- +AHw- +AHw- 0035 715-05115 14.000 LFT +AHw- 27.40000 383.60+AHw- 21.00000 294.00+AHw- 50.00000 700.00 PIPE, TYPE 1, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0036 715-05116 24.000 LFT +AHw- 17.70000 424.80+AHw- 25.00000 600.00+AHw- 30.00000 720.00 PIPE, TYPE 1, CIRCULAR, 8 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 558,944.05 ROUTE : 44 CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1385672 +AHw-( 5 ) 35-0918397 +AHw-( 6 ) 35-1128289 +AHw-FORCE CONSTRUCTION CO. 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LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 5900.00000 5900.00+AHw- 2700.00000 2700.00+AHw- 17605.00000 17605.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 4.000 MOS +AHw- 2256.00000 9024.00+AHw- 2000.00000 8000.00+AHw- 2500.00000 10000.00 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- 27250.00000 27250.00+AHw- 31500.00000 31500.00+AHw- 223612.00000 223612.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 202-02241 157.000 LFT +AHw- 6.30000 989.10+AHw- 9.00000 1413.00+AHw- 6.48000 1017.36 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0007 202-51330 LUMP +AHw- 10000.00000 10000.00+AHw- 9325.00000 9325.00+AHw- 19764.00000 19764.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 +AHw- +AHw- +AHw- 0008 202-51330 LUMP +AHw- 12000.00000 12000.00+AHw- 12750.00000 12750.00+AHw- 20769.00000 20769.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 +AHw- +AHw- +AHw- 0009 203-02000 68.000 CYS +AHw- 175.00000 11900.00+AHw- 300.00000 20400.00+AHw- 51.84000 3525.12 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0010 203-02070 702.000 CYS +AHw- 19.00000 13338.00+AHw- 31.00000 21762.00+AHw- 30.39000 21333.78 BORROW +AHw- +AHw- +AHw- 0011 203-02131 10.000 CYS +AHw- 45.00000 450.00+AHw- 150.00000 1500.00+AHw- 73.60000 736.00 EXPLORATORY EXCAVATION +AHw- +AHw- +AHw- 0012 205-06932 100.000 LFT +AHw- 11.00000 1100.00+AHw- 3.25000 325.00+AHw- 12.20000 1220.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0013 207-08263 1460.000 SYS +AHw- 13.00000 18980.00+AHw- 23.00000 33580.00+AHw- 40.36000 58925.60 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0014 211-02050 80.000 CYS +AHw- 18.00000 1440.00+AHw- 35.00000 2800.00+AHw- 86.08000 6886.40 B BORROW +AHw- +AHw- +AHw- 0015 303-01180 736.000 TON +AHw- 26.00000 19136.00+AHw- 45.00000 33120.00+AHw- 33.82000 24891.52 COMPACTED AGGREGATE, NO. 53 , CRUSHED +AHw- +AHw- +AHw- STONE +AHw- +AHw- +AHw- 0016 303-60012 359.000 TON +AHw- 25.00000 8975.00+AHw- 35.00000 12565.00+AHw- 42.12000 15121.08 AGGREGATE, 2 +AHw- +AHw- +AHw- 0017 303-94433 532.000 CYS +AHw- 21.00000 11172.00+AHw- 45.00000 23940.00+AHw- 41.24000 21939.68 AGGREGATE, 12 +AHw- +AHw- +AHw- 0018 306-08042 4360.000 SYS +AHw- 2.25000 9810.00+AHw- 2.50000 10900.00+AHw- 2.77000 12077.20 MILLING, SCARIFICATION/PROFILE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 558,944.05 ROUTE : 44 CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 7 ) 35-1917625 +AHw-( 8 ) 90-0177865 +AHw-( 9 ) 35-1673827 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-HIS CONSTRUCTORS LLC +AHw-HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08043 1200.000 SYS +AHw- 1.15000 1380.00+AHw- 4.00000 4800.00+AHw- 1.85000 2220.00 MILLING, TRANSITION +AHw- +AHw- +AHw- 0020 402-07433 575.000 TON +AHw- 70.90000 40767.50+AHw- 60.00000 34500.00+AHw- 64.11000 36863.25 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0021 402-07438 350.000 TON +AHw- 68.50000 23975.00+AHw- 55.00000 19250.00+AHw- 62.18000 21763.00 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0022 406-05520 2.500 TON +AHw- 300.00000 750.00+AHw- 205.00000 512.50+AHw- 216.00000 540.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0023 601-06854 4.000 EACH +AHw- 2600.00000 10400.00+AHw- 2500.00000 10000.00+AHw- 2646.00000 10584.00 GUARDRAIL, W-BEAM, NESTED +AHw- +AHw- +AHw- 0024 601-94689 8.000 EACH +AHw- 2200.00000 17600.00+AHw- 2200.00000 17600.00+AHw- 2268.00000 18144.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0025 601-99105 850.000 LFT +AHw- 15.00000 12750.00+AHw- 15.00000 12750.00+AHw- 15.66000 13311.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. 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X 4 FT. +AHw- +AHw- +AHw- 0033 714-07773 54.000 LFT +AHw- 805.00000 43470.00+AHw- 850.00000 45900.00+AHw- 777.38000 41978.52 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 10 FT. X 3 FT. +AHw- +AHw- +AHw- 0034 714-08514 722.600 SFT +AHw- 120.00000 86712.00+AHw- 120.00000 86712.00+AHw- 146.37000 105766.96 WINGWALL +AHw- +AHw- +AHw- 0035 715-05115 14.000 LFT +AHw- 75.00000 1050.00+AHw- 50.00000 700.00+AHw- 140.21000 1962.94 PIPE, TYPE 1, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0036 715-05116 24.000 LFT +AHw- 49.00000 1176.00+AHw- 60.00000 1440.00+AHw- 65.44000 1570.56 PIPE, TYPE 1, CIRCULAR, 8 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 221 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 558,944.05 ROUTE : 44 CALL ORDER : 221 CONTRACT ID : R -28449-A COUNTIES : RUSH LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 7 ) 35-1917625 +AHw-( 8 ) 90-0177865 +AHw-( 9 ) 35-1673827 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-HIS CONSTRUCTORS LLC +AHw-HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 715-05119 34.000 LFT +AHw- 45.50000 1547.00+AHw- 65.00000 2210.00+AHw- 73.39000 2495.26 PIPE, TYPE 1, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0038 715-05119 60.000 LFT +AHw- 45.00000 2700.00+AHw- 65.00000 3900.00+AHw- 88.79000 5327.40 PIPE, TYPE 1, CIRCULAR, 15 IN. , SMOOTH +AHw- +AHw- +AHw- WALL PVC +AHw- +AHw- +AHw- 0039 715-08305 289.000 TON +AHw- 80.70000 23322.30+AHw- 60.00000 17340.00+AHw- 64.95000 18770.55 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0040 720-45400 2.000 EACH +AHw- 2300.00000 4600.00+AHw- 2300.00000 4600.00+AHw- 3191.60000 6383.20 MANHOLE, A4 +AHw- +AHw- +AHw- 0041 801-04308 12.000 EACH +AHw- 188.00000 2256.00+AHw- 165.00000 1980.00+AHw- 172.80000 2073.60 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0042 801-06207 167.000 LFT +AHw- 3.00000 501.00+AHw- 2.70000 450.90+AHw- 3.39000 566.13 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0043 801-06625 75.000 EACH +AHw- 75.00000 5625.00+AHw- 80.00000 6000.00+AHw- 81.00000 6075.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0044 801-06640 28.000 EACH +AHw- 150.00000 4200.00+AHw- 120.00000 3360.00+AHw- 124.20000 3477.60 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0045 801-06775 LUMP +AHw- 20940.00000 20940.00+AHw- 47000.00000 47000.00+AHw- 119438.00000 119438.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0046 801-07118 192.000 LFT +AHw- 9.00000 1728.00+AHw- 9.35000 1795.20+AHw- 9.99000 1918.08 BARRICADE, III-A +AHw- +AHw- +AHw- 0047 801-07119 96.000 LFT +AHw- 9.00000 864.00+AHw- 9.75000 936.00+AHw- 10.26000 984.96 BARRICADE, III-B +AHw- +AHw- +AHw- 0048 804-06725 13.000 EACH +AHw- 29.50000 383.50+AHw- 30.00000 390.00+AHw- 30.24000 393.12 DELINEATOR WITH POST, D1, 3 IN. DIA. +AHw- +AHw- +AHw- 0049 808-06712 210.000 LFT +AHw- 0.26000 54.60+AHw- 0.26000 54.60+AHw- 0.27000 56.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0050 808-06713 3430.000 LFT +AHw- 0.25000 857.50+AHw- 0.19000 651.70+AHw- 0.19000 651.70 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0051 808-06714 8930.000 LFT +AHw- 0.25000 2232.50+AHw- 0.19000 1696.70+AHw- 0.19000 1696.70 LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0052 808-75996 32.000 EACH +AHw- 5.00000 160.00+AHw- 20.00000 640.00+AHw- 21.00000 672.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0053 808-75998 32.000 EACH +AHw- 55.00000 1760.00+AHw- 30.00000 960.00+AHw- 29.70000 950.40 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 547,496.00+AHw- +ACQ- 632,465.85+AHw- +ACQ- 950,108.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 547,496.00+AHw- +ACQ- 632,465.85+AHw- +ACQ- 950,108.65 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -1 VENDOR RANKING CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 06/29/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : ZL04003 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E +ACY- B PAVING INC +ACQ- 858,342.37 100.0000+ACU- 2 35-1621699 CENTRAL PAVING, INC. +ACQ- 915,677.61 106.6798+ACU- 3 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 975,691.54 113.6716+ACU- 4 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 1,012,572.80 117.9684+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1621699 +AHw-( 3 ) 35-0918397 +AHw-E +ACY- B PAVING INC +AHw-CENTRAL PAVING, INC. +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 13400.00000 13400.00+AHw- 20000.00000 20000.00+AHw- 22800.00000 22800.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07038 6.000 MOS +AHw- 1500.00000 9000.00+AHw- 2550.00000 15300.00+AHw- 3422.92000 20537.52 FIELD OFFICE, A +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- 42000.00000 42000.00+AHw- 139960.00000 139960.00+AHw- 58136.73000 58136.73 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 15000.00000 15000.00+AHw- 1.00000 1.00+AHw- 19033.84000 19033.84 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-02278 476.000 LFT +AHw- 9.15000 4355.40+AHw- 5.00000 2380.00+AHw- 9.31000 4431.56 CURB, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0008 202-91385 2.000 EACH +AHw- 619.00000 1238.00+AHw- 750.00000 1500.00+AHw- 426.96000 853.92 INLET, REMOVE +AHw- +AHw- +AHw- 0009 202-96133 193.000 LFT +AHw- 18.25000 3522.25+AHw- 10.00000 1930.00+AHw- 42.34000 8171.62 PIPE, REMOVE +AHw- +AHw- +AHw- 0010 203-02000 1217.000 CYS +AHw- 35.25000 42899.25+AHw- 55.00000 66935.00+AHw- 37.43000 45552.31 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0011 205-03371 10.000 CYS +AHw- 66.20000 662.00+AHw- 100.00000 1000.00+AHw- 48.48000 484.80 SEDIMENT, REMOVE +AHw- +AHw- +AHw- 0012 205-06932 12.000 LFT +AHw- 28.00000 336.00+AHw- 28.00000 336.00+AHw- 28.00000 336.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0013 205-06933 3.000 EACH +AHw- 90.00000 270.00+AHw- 90.00000 270.00+AHw- 90.00000 270.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0015 207-08268 5638.000 SYS +AHw- 16.40000 92463.20+AHw- 11.00000 62018.00+AHw- 11.01000 62074.38 SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0016 211-07454 17.000 CYS +AHw- 95.00000 1615.00+AHw- 100.00000 1700.00+AHw- 15.00000 255.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0017 213-52830 19.000 CYS +AHw- 130.35000 2476.65+AHw- 120.00000 2280.00+AHw- 100.00000 1900.00 FLOWABLE MORTAR +AHw- +AHw- +AHw- 0018 301-07448 588.000 TON +AHw- 29.00000 17052.00+AHw- 10.00000 5880.00+AHw- 22.22000 13065.36 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0019 304-07493 1327.000 TON +AHw- 78.25000 103837.75+AHw- 80.00000 106160.00+AHw- 81.33000 107924.91 WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1621699 +AHw-( 3 ) 35-0918397 +AHw-E +ACY- B PAVING INC +AHw-CENTRAL PAVING, INC. +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08043 614.000 SYS +AHw- 8.20000 5034.80+AHw- 8.40000 5157.60+AHw- 10.18000 6250.52 MILLING, TRANSITION +AHw- +AHw- +AHw- 0021 402-07433 689.000 TON +AHw- 70.00000 48230.00+AHw- 68.50000 47196.50+AHw- 71.87000 49518.43 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0022 402-07438 745.000 TON +AHw- 61.00000 45445.00+AHw- 30.00000 22350.00+AHw- 81.31000 60575.95 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0023 402-07441 1272.000 TON +AHw- 55.00000 69960.00+AHw- 57.00000 72504.00+AHw- 66.70000 84842.40 HMA BASE, TYPE B +AHw- +AHw- +AHw- 0024 402-07451 1262.000 TON +AHw- 40.00000 50480.00+AHw- 30.00000 37860.00+AHw- 66.23000 83582.26 HMA WEDGE AND LEVEL, TYPE B +AHw- +AHw- +AHw- 0025 404-05514 190.000 SYS +AHw- 2.50000 475.00+AHw- 1.00000 190.00+AHw- 20.00000 3800.00 SEAL COAT, 5 +AHw- +AHw- +AHw- 0026 406-05520 3.100 TON +AHw- 300.00000 930.00+AHw- 500.00000 1550.00+AHw- 345.58000 1071.30 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0027 605-06120 150.000 LFT +AHw- 30.00000 4500.00+AHw- 30.00000 4500.00+AHw- 24.89000 3733.50 CURB, CONCRETE +AHw- +AHw- +AHw- 0028 605-06140 1412.000 LFT +AHw- 22.40000 31628.80+AHw- 22.40000 31628.80+AHw- 20.51000 28960.12 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0029 605-94811 2.000 EACH +AHw- 800.00000 1600.00+AHw- 800.00000 1600.00+AHw- 1390.03000 2780.06 CURB TURNOUT +AHw- +AHw- +AHw- 0030 610-07487 40.000 TON +AHw- 125.00000 5000.00+AHw- 160.00000 6400.00+AHw- 190.35000 7614.00 HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0031 610-07712 434.000 SYS +AHw- 40.50000 17577.00+AHw- 55.00000 23870.00+AHw- 45.52000 19755.68 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0032 615-06490 20.000 EACH +AHw- 140.00000 2800.00+AHw- 140.00000 2800.00+AHw- 142.00000 2840.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0033 615-06505 2.000 EACH +AHw- 600.00000 1200.00+AHw- 600.00000 1200.00+AHw- 765.00000 1530.00 MONUMENT, B +AHw- +AHw- +AHw- 0034 621-01004 3.000 EACH +AHw- 250.00000 750.00+AHw- 250.00000 750.00+AHw- 250.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0035 621-06559 1702.000 SYS +AHw- 0.86000 1463.72+AHw- 0.86000 1463.72+AHw- 0.86000 1463.72 MULCHED SEEDING, R +AHw- +AHw- +AHw- 0036 621-06560 3965.000 SYS +AHw- 0.74000 2934.10+AHw- 0.74000 2934.10+AHw- 0.74000 2934.10 MULCHED SEEDING, U +AHw- +AHw- +AHw- 0037 621-06567 48.000 kGAL +AHw- 9.00000 432.00+AHw- 9.00000 432.00+AHw- 9.00000 432.00 WATER +AHw- +AHw- +AHw- 0038 621-06574 109.000 SYS +AHw- 16.45000 1793.05+AHw- 16.45000 1793.05+AHw- 16.45000 1793.05 SODDING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1621699 +AHw-( 3 ) 35-0918397 +AHw-E +ACY- B PAVING INC +AHw-CENTRAL PAVING, INC. +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 715-05149 107.000 LFT +AHw- 58.00000 6206.00+AHw- 52.00000 5564.00+AHw- 124.88000 13362.16 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0040 715-05151 8.000 LFT +AHw- 63.00000 504.00+AHw- 125.00000 1000.00+AHw- 222.41000 1779.28 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0041 715-05154 288.000 LFT +AHw- 64.00000 18432.00+AHw- 50.00000 14400.00+AHw- 86.86000 25015.68 PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0042 715-46045 4.000 EACH +AHw- 390.00000 1560.00+AHw- 700.00000 2800.00+AHw- 940.24000 3760.96 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. +AHw- +AHw- +AHw- 0043 715-46050 4.000 EACH +AHw- 450.00000 1800.00+AHw- 850.00000 3400.00+AHw- 1565.57000 6262.28 PIPE END SECTION, MIN. AREA 1.6 SQ. FT. +AHw- +AHw- +AHw- 0044 720-45055 3.000 EACH +AHw- 1500.00000 4500.00+AHw- 2100.00000 6300.00+AHw- 2996.56000 8989.68 INLET, M10 +AHw- +AHw- +AHw- 0045 720-45410 3.000 EACH +AHw- 2000.00000 6000.00+AHw- 2000.00000 6000.00+AHw- 4435.60000 13306.80 MANHOLE, C4 +AHw- +AHw- +AHw- 0046 720-99417 2.000 EACH +AHw- 1750.00000 3500.00+AHw- 3000.00000 6000.00+AHw- 3585.76000 7171.52 CATCH BASIN, C15 +AHw- +AHw- +AHw- 0050 801-04308 2.000 EACH +AHw- 180.00000 360.00+AHw- 180.00000 360.00+AHw- 250.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0051 801-06203 9440.000 LFT +AHw- 0.30000 2832.00+AHw- 0.30000 2832.00+AHw- 0.33000 3115.20 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0052 801-06216 40.000 LFT +AHw- 5.00000 200.00+AHw- 5.00000 200.00+AHw- 6.62000 264.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0053 801-06640 12.000 EACH +AHw- 120.00000 1440.00+AHw- 120.00000 1440.00+AHw- 98.00000 1176.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0054 801-06775 LUMP +AHw- 55350.00000 55350.00+AHw- 36000.00000 36000.00+AHw- 21544.67000 21544.67 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0055 801-07118 48.000 LFT +AHw- 9.35000 448.80+AHw- 9.35000 448.80+AHw- 16.00000 768.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0056 802-05701 22.000 LFT +AHw- 15.00000 330.00+AHw- 25.00000 550.00+AHw- 25.00000 550.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0057 802-76025 50.000 SFT +AHw- 16.00000 800.00+AHw- 21.00000 1050.00+AHw- 21.00000 1050.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0058 805-01815 4.000 EACH +AHw- 2082.00000 8328.00+AHw- 2010.00000 8040.00+AHw- 2010.00000 8040.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0059 805-01842 4.000 EACH +AHw- 610.00000 2440.00+AHw- 920.00000 3680.00+AHw- 920.00000 3680.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1621699 +AHw-( 3 ) 35-0918397 +AHw-E +ACY- B PAVING INC +AHw-CENTRAL PAVING, INC. +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 805-01844 419.000 LFT +AHw- 12.00000 5028.00+AHw- 25.00000 10475.00+AHw- 25.00000 10475.00 CONDUIT, STEEL, GALVANIZED, 2 IN., +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0061 805-01879 1.000 EACH +AHw- 430.00000 430.00+AHw- 540.00000 540.00+AHw- 540.00000 540.00 SIGNAL SERVICE, INSTALL +AHw- +AHw- +AHw- 0062 805-02328 3472.000 LFT +AHw- 0.40000 1388.80+AHw- 0.17000 590.24+AHw- 0.17000 590.24 SIGNAL CABLE, 1C 14GA. +AHw- +AHw- +AHw- 0063 805-78100 1.000 EACH +AHw- 6600.00000 6600.00+AHw- 7000.00000 7000.00+AHw- 7000.00000 7000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0064 805-78230 4.000 EACH +AHw- 1070.00000 4280.00+AHw- 1020.00000 4080.00+AHw- 1020.00000 4080.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0065 805-78415 4.000 EACH +AHw- 1430.00000 5720.00+AHw- 1310.00000 5240.00+AHw- 1310.00000 5240.00 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0066 805-78420 4.000 EACH +AHw- 330.00000 1320.00+AHw- 300.00000 1200.00+AHw- 300.00000 1200.00 DISCONNECT HANGER +AHw- +AHw- +AHw- 0067 805-78467 44.000 LFT +AHw- 3.00000 132.00+AHw- 2.75000 121.00+AHw- 2.75000 121.00 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0068 805-78485 60.000 LFT +AHw- 0.90000 54.00+AHw- 2.48000 148.80+AHw- 2.48000 148.80 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0069 805-78490 508.000 LFT +AHw- 1.00000 508.00+AHw- 2.55000 1295.40+AHw- 2.55000 1295.40 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0070 805-78510 504.000 LFT +AHw- 1.00000 504.00+AHw- 1.40000 705.60+AHw- 1.40000 705.60 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0071 805-78785 8.000 EACH +AHw- 509.00000 4072.00+AHw- 820.00000 6560.00+AHw- 820.00000 6560.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0072 805-78795 1084.000 LFT +AHw- 9.30000 10081.20+AHw- 9.10000 9864.40+AHw- 9.10000 9864.40 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0073 805-78925 1.000 EACH +AHw- 820.00000 820.00+AHw- 1170.00000 1170.00+AHw- 1170.00000 1170.00 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0074 805-81032 4.000 EACH +AHw- 3900.00000 15600.00+AHw- 3200.00000 12800.00+AHw- 3200.00000 12800.00 SIGNAL STRAIN POLE, STEEL, 30 FT. +AHw- +AHw- +AHw- 0075 808-06703 2517.000 LFT +AHw- 0.45000 1132.65+AHw- 0.45000 1132.65+AHw- 0.68000 1711.56 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0076 808-06716 2380.000 LFT +AHw- 0.75000 1785.00+AHw- 0.75000 1785.00+AHw- 0.42000 999.60 LINE, REMOVE +AHw- +AHw- +AHw- 0077 808-75245 1774.000 LFT +AHw- 0.45000 798.30+AHw- 0.45000 798.30+AHw- 0.68000 1206.32 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1621699 +AHw-( 3 ) 35-0918397 +AHw-E +ACY- B PAVING INC +AHw-CENTRAL PAVING, INC. +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 808-75278 233.000 LFT +AHw- 2.25000 524.25+AHw- 2.25000 524.25+AHw- 2.20000 512.60 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0079 808-75297 156.000 LFT +AHw- 4.50000 702.00+AHw- 4.50000 702.00+AHw- 4.75000 741.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0080 808-75320 4.000 EACH +AHw- 78.00000 312.00+AHw- 78.00000 312.00+AHw- 89.00000 356.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0081 808-75325 4.000 EACH +AHw- 112.00000 448.00+AHw- 112.00000 448.00+AHw- 128.00000 512.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0082 203-02070 600.000 CYS +AHw- 20.00000 12000.00+AHw- 26.25000 15750.00+AHw- 15.00000 9000.00 BORROW +AHw- +AHw- +AHw- 0083 205-06937 178.000 LFT +AHw- 2.80000 498.40+AHw- 2.80000 498.40+AHw- 2.80000 498.40 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0084 715-04509 27.000 LFT +AHw- 40.00000 1080.00+AHw- 100.00000 2700.00+AHw- 202.55000 5468.85 TEMPORARY PIPE +AHw- +AHw- +AHw- 0085 715-08305 20.000 TON +AHw- 115.00000 2300.00+AHw- 115.00000 2300.00+AHw- 154.75000 3095.00 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0086 715-05228 168.000 LFT +AHw- 45.00000 7560.00+AHw- 80.00000 13440.00+AHw- 106.29000 17856.72 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 +AHw- +AHw- +AHw- SQ. FT. +AHw- +AHw- +AHw- 0087 715-09113 185.000 LFT +AHw- 62.00000 11470.00+AHw- 80.00000 14800.00+AHw- 84.42000 15617.70 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.6 +AHw- +AHw- +AHw- SFT. +AHw- +AHw- +AHw- 0088 715-08449 4.000 EACH +AHw- 950.00000 3800.00+AHw- 1200.00000 4800.00+AHw- 1482.82000 5931.28 SAFETY METAL END SECTION, 6:1, MIN. +AHw- +AHw- +AHw- AREA 1.8 SQ. FT. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 858,342.37+AHw- +ACQ- 915,677.61+AHw- +ACQ- 975,691.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 858,342.37+AHw- +ACQ- 915,677.61+AHw- +ACQ- 975,691.54 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 13850.00000 13850.00+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07038 6.000 MOS +AHw- 2925.00000 17550.00+AHw- +AHw- FIELD OFFICE, A +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- 49750.00000 49750.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 19900.00000 19900.00+AHw- +AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-02278 476.000 LFT +AHw- 6.75000 3213.00+AHw- +AHw- CURB, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0008 202-91385 2.000 EACH +AHw- 490.00000 980.00+AHw- +AHw- INLET, REMOVE +AHw- +AHw- +AHw- 0009 202-96133 193.000 LFT +AHw- 12.75000 2460.75+AHw- +AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0010 203-02000 1217.000 CYS +AHw- 38.00000 46246.00+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0011 205-03371 10.000 CYS +AHw- 61.25000 612.50+AHw- +AHw- SEDIMENT, REMOVE +AHw- +AHw- +AHw- 0012 205-06932 12.000 LFT +AHw- 30.00000 360.00+AHw- +AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0013 205-06933 3.000 EACH +AHw- 89.00000 267.00+AHw- +AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0015 207-08268 5638.000 SYS +AHw- 12.65000 71320.70+AHw- +AHw- SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0016 211-07454 17.000 CYS +AHw- 34.00000 578.00+AHw- +AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0017 213-52830 19.000 CYS +AHw- 375.00000 7125.00+AHw- +AHw- FLOWABLE MORTAR +AHw- +AHw- +AHw- 0018 301-07448 588.000 TON +AHw- 34.50000 20286.00+AHw- +AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0019 304-07493 1327.000 TON +AHw- 76.75000 101847.25+AHw- +AHw- WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08043 614.000 SYS +AHw- 15.50000 9517.00+AHw- +AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0021 402-07433 689.000 TON +AHw- 82.25000 56670.25+AHw- +AHw- HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0022 402-07438 745.000 TON +AHw- 82.75000 61648.75+AHw- +AHw- HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0023 402-07441 1272.000 TON +AHw- 67.50000 85860.00+AHw- +AHw- HMA BASE, TYPE B +AHw- +AHw- +AHw- 0024 402-07451 1262.000 TON +AHw- 70.00000 88340.00+AHw- +AHw- HMA WEDGE AND LEVEL, TYPE B +AHw- +AHw- +AHw- 0025 404-05514 190.000 SYS +AHw- 16.50000 3135.00+AHw- +AHw- SEAL COAT, 5 +AHw- +AHw- +AHw- 0026 406-05520 3.100 TON +AHw- 475.00000 1472.50+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0027 605-06120 150.000 LFT +AHw- 23.25000 3487.50+AHw- +AHw- CURB, CONCRETE +AHw- +AHw- +AHw- 0028 605-06140 1412.000 LFT +AHw- 19.50000 27534.00+AHw- +AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0029 605-94811 2.000 EACH +AHw- 2050.00000 4100.00+AHw- +AHw- CURB TURNOUT +AHw- +AHw- +AHw- 0030 610-07487 40.000 TON +AHw- 150.00000 6000.00+AHw- +AHw- HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0031 610-07712 434.000 SYS +AHw- 34.00000 14756.00+AHw- +AHw- PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0032 615-06490 20.000 EACH +AHw- 145.00000 2900.00+AHw- +AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0033 615-06505 2.000 EACH +AHw- 615.00000 1230.00+AHw- +AHw- MONUMENT, B +AHw- +AHw- +AHw- 0034 621-01004 3.000 EACH +AHw- 250.00000 750.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0035 621-06559 1702.000 SYS +AHw- 1.50000 2553.00+AHw- +AHw- MULCHED SEEDING, R +AHw- +AHw- +AHw- 0036 621-06560 3965.000 SYS +AHw- 1.50000 5947.50+AHw- +AHw- MULCHED SEEDING, U +AHw- +AHw- +AHw- 0037 621-06567 48.000 kGAL +AHw- 9.00000 432.00+AHw- +AHw- WATER +AHw- +AHw- +AHw- 0038 621-06574 109.000 SYS +AHw- 19.25000 2098.25+AHw- +AHw- SODDING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 715-05149 107.000 LFT +AHw- 92.00000 9844.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0040 715-05151 8.000 LFT +AHw- 115.00000 920.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0041 715-05154 288.000 LFT +AHw- 69.00000 19872.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0042 715-46045 4.000 EACH +AHw- 375.00000 1500.00+AHw- +AHw- PIPE END SECTION, MIN. AREA 1.1 SQ. FT. +AHw- +AHw- +AHw- 0043 715-46050 4.000 EACH +AHw- 435.00000 1740.00+AHw- +AHw- PIPE END SECTION, MIN. AREA 1.6 SQ. FT. +AHw- +AHw- +AHw- 0044 720-45055 3.000 EACH +AHw- 2625.00000 7875.00+AHw- +AHw- INLET, M10 +AHw- +AHw- +AHw- 0045 720-45410 3.000 EACH +AHw- 2925.00000 8775.00+AHw- +AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0046 720-99417 2.000 EACH +AHw- 3000.00000 6000.00+AHw- +AHw- CATCH BASIN, C15 +AHw- +AHw- +AHw- 0050 801-04308 2.000 EACH +AHw- 455.00000 910.00+AHw- +AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0051 801-06203 9440.000 LFT +AHw- 0.35000 3304.00+AHw- +AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0052 801-06216 40.000 LFT +AHw- 6.00000 240.00+AHw- +AHw- TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0053 801-06640 12.000 EACH +AHw- 120.00000 1440.00+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0054 801-06775 LUMP +AHw- 86000.00000 86000.00+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0055 801-07118 48.000 LFT +AHw- 20.00000 960.00+AHw- +AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0056 802-05701 22.000 LFT +AHw- 25.00000 550.00+AHw- +AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0057 802-76025 50.000 SFT +AHw- 21.00000 1050.00+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0058 805-01815 4.000 EACH +AHw- 2010.00000 8040.00+AHw- +AHw- SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0059 805-01842 4.000 EACH +AHw- 920.00000 3680.00+AHw- +AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 805-01844 419.000 LFT +AHw- 25.00000 10475.00+AHw- +AHw- CONDUIT, STEEL, GALVANIZED, 2 IN., +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0061 805-01879 1.000 EACH +AHw- 540.00000 540.00+AHw- +AHw- SIGNAL SERVICE, INSTALL +AHw- +AHw- +AHw- 0062 805-02328 3472.000 LFT +AHw- 0.20000 694.40+AHw- +AHw- SIGNAL CABLE, 1C 14GA. +AHw- +AHw- +AHw- 0063 805-78100 1.000 EACH +AHw- 7000.00000 7000.00+AHw- +AHw- CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0064 805-78230 4.000 EACH +AHw- 1020.00000 4080.00+AHw- +AHw- TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0065 805-78415 4.000 EACH +AHw- 1310.00000 5240.00+AHw- +AHw- SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0066 805-78420 4.000 EACH +AHw- 300.00000 1200.00+AHw- +AHw- DISCONNECT HANGER +AHw- +AHw- +AHw- 0067 805-78467 44.000 LFT +AHw- 2.75000 121.00+AHw- +AHw- SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0068 805-78485 60.000 LFT +AHw- 2.50000 150.00+AHw- +AHw- SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0069 805-78490 508.000 LFT +AHw- 2.60000 1320.80+AHw- +AHw- SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0070 805-78510 504.000 LFT +AHw- 1.50000 756.00+AHw- +AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0071 805-78785 8.000 EACH +AHw- 820.00000 6560.00+AHw- +AHw- SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0072 805-78795 1084.000 LFT +AHw- 9.25000 10027.00+AHw- +AHw- SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0073 805-78925 1.000 EACH +AHw- 1170.00000 1170.00+AHw- +AHw- CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0074 805-81032 4.000 EACH +AHw- 3200.00000 12800.00+AHw- +AHw- SIGNAL STRAIN POLE, STEEL, 30 FT. +AHw- +AHw- +AHw- 0075 808-06703 2517.000 LFT +AHw- 0.50000 1258.50+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0076 808-06716 2380.000 LFT +AHw- 0.45000 1071.00+AHw- +AHw- LINE, REMOVE +AHw- +AHw- +AHw- 0077 808-75245 1774.000 LFT +AHw- 0.50000 887.00+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 231 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 948,588.67 ROUTE : ST 1002 CALL ORDER : 231 CONTRACT ID : R -28504-A COUNTIES : WHITE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( ) +AHw-( ) +AHw-MILESTONE CONTRACTORS, L.P. +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 808-75278 233.000 LFT +AHw- 2.25000 524.25+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0079 808-75297 156.000 LFT +AHw- 4.50000 702.00+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0080 808-75320 4.000 EACH +AHw- 90.00000 360.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0081 808-75325 4.000 EACH +AHw- 130.00000 520.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0082 203-02070 600.000 CYS +AHw- 22.50000 13500.00+AHw- +AHw- BORROW +AHw- +AHw- +AHw- 0083 205-06937 178.000 LFT +AHw- 2.80000 498.40+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0084 715-04509 27.000 LFT +AHw- 56.50000 1525.50+AHw- +AHw- TEMPORARY PIPE +AHw- +AHw- +AHw- 0085 715-08305 20.000 TON +AHw- 137.00000 2740.00+AHw- +AHw- HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0086 715-05228 168.000 LFT +AHw- 59.00000 9912.00+AHw- +AHw- PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 +AHw- +AHw- +AHw- SQ. FT. +AHw- +AHw- +AHw- 0087 715-09113 185.000 LFT +AHw- 76.00000 14060.00+AHw- +AHw- PIPE, TYPE 3, DEFORMED, MIN. AREA 1.6 +AHw- +AHw- +AHw- SFT. +AHw- +AHw- +AHw- 0088 715-08449 4.000 EACH +AHw- 1350.00000 5400.00+AHw- +AHw- SAFETY METAL END SECTION, 6:1, MIN. +AHw- +AHw- +AHw- AREA 1.8 SQ. FT. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,012,572.80+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,012,572.80+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 261 -1 VENDOR RANKING CALL ORDER : 261 CONTRACT ID : R -28904-A COUNTIES : VARIOUS LETTING DATE : 02/21/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 03/31/08 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600467 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY INC +ACQ- 832,652.00 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 888,752.00 106.7375+ACU- 3 35-1817530 PIONEER ASSOCIATES, INC. +ACQ- 1,049,627.00 126.0583+ACU- 4 35-1139301 E +ACY- B PAVING INC +ACQ- 1,125,752.00 135.2008+ACU- 5 35-1364963 ERBER +ACY- MILLIGAN CONSTR. CO. +ACQ- 1,910,252.00 229.4178+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 828,752.00 ROUTE : CALL ORDER : 261 CONTRACT ID : R -28904-A COUNTIES : VARIOUS LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0999231 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1817530 +AHw-HUNT PAVING COMPANY INC +AHw-RIETH RILEY CONSTRUCTION +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 PCCP PATCHING +AHw- +AHw- +AHw- 0001 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- 0002 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- 0003 110-07025 75.000 EACH +AHw- 2500.00000 187500.00+AHw- 1400.00000 105000.00+AHw- 1255.00000 94125.00 MOBILIZATION AND DEMOBILIZATION , +AHw- +AHw- +AHw- EMERGENCY REPAIR +AHw- +AHw- +AHw- 0004 503-05240 300.000 LFT +AHw- 25.00000 7500.00+AHw- 20.00000 6000.00+AHw- 15.00000 4500.00 D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0005 506-06333 600.000 SYS +AHw- 1000.00000 600000.00+AHw- 1000.00000 600000.00+AHw- 1385.00000 831000.00 PCCP PATCHING, FULL DEPTH +AHw- +AHw- +AHw- 0006 801-06640 450.000 EACH +AHw- 9.00000 4050.00+AHw- 210.00000 94500.00+AHw- 100.00000 45000.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0007 801-06710 75.000 DAY +AHw- 48.00000 3600.00+AHw- 110.00000 8250.00+AHw- 100.00000 7500.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0008 801-08646 75.000 EACH +AHw- 400.00000 30000.00+AHw- 1000.00000 75000.00+AHw- 900.00000 67500.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 832,652.00+AHw- +ACQ- 888,752.00+AHw- +ACQ- 1,049,627.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 832,652.00+AHw- +ACQ- 888,752.00+AHw- +ACQ- 1,049,627.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 828,752.00 ROUTE : CALL ORDER : 261 CONTRACT ID : R -28904-A COUNTIES : VARIOUS LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQ- +AHw-( 4 ) 35-1139301 +AHw-( 5 ) 35-1364963 +AHw-( ) +AHw-E +ACY- B PAVING INC +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. +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 PCCP PATCHING +AHw- +AHw- +AHw- 0001 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- 0002 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0003 110-07025 75.000 EACH +AHw- 5000.00000 375000.00+AHw- 20000.00000 1500000.00+AHw- MOBILIZATION AND DEMOBILIZATION , +AHw- +AHw- +AHw- EMERGENCY REPAIR +AHw- +AHw- +AHw- 0004 503-05240 300.000 LFT +AHw- 15.00000 4500.00+AHw- 10.00000 3000.00+AHw- D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0005 506-06333 600.000 SYS +AHw- 800.00000 480000.00+AHw- 300.00000 180000.00+AHw- PCCP PATCHING, FULL DEPTH +AHw- +AHw- +AHw- 0006 801-06640 450.000 EACH +AHw- 50.00000 22500.00+AHw- 85.00000 38250.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0007 801-06710 75.000 DAY +AHw- 50.00000 3750.00+AHw- 20.00000 1500.00+AHw- FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0008 801-08646 75.000 EACH +AHw- 3200.00000 240000.00+AHw- 2500.00000 187500.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,125,752.00+AHw- +ACQ- 1,910,252.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,125,752.00+AHw- +ACQ- 1,910,252.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 291 -1 VENDOR RANKING CALL ORDER : 291 CONTRACT ID : R -29042-A COUNTIES : MADISON LETTING DATE : 02/21/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 05/30/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0691111 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER+AGA-S GREEN THUMB, INC. +ACQ- 110,391.50 100.0000+ACU- 2 34-1572955 DEITERING LANDSCAPING INC +ACQ- 277,591.00 251.4605+ACU- 35-1817574 YARDBERRY LANDSCAPE IRREGULAR 35-1917122 FIRST CLASS LANDSCAPING INC. IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 135,393.47 ROUTE : 69 CALL ORDER : 291 CONTRACT ID : R -29042-A COUNTIES : MADISON LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1473652 +AHw-( 2 ) 34-1572955 +AHw-( ) +AHw-SLUSSER+AGA-S GREEN THUMB, INC. +AHw-DEITERING LANDSCAPING INC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BEAUTIFICATION AND WILDFLOWERS +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 5250.00000 5250.00+AHw- 10000.00000 10000.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0003 110-01001 LUMP +AHw- 10400.00000 10400.00+AHw- 15000.00000 15000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0004 621-06545 6.700 TON +AHw- 755.00000 5058.50+AHw- 600.00000 4020.00+AHw- FERTILIZER +AHw- +AHw- +AHw- 0005 622-03761 468.000 LBS +AHw- 134.00000 62712.00+AHw- 330.00000 154440.00+AHw- SEED MIXTURE NO. 1 +AHw- +AHw- +AHw- 0006 622-52436 12.000 EACH +AHw- 35.00000 420.00+AHw- 140.00000 1680.00+AHw- SIGN, DO NOT MOW OR SPRAY +AHw- +AHw- +AHw- 0007 624-92647 8.500 ACRE +AHw- 1000.00000 8500.00+AHw- 2000.00000 17000.00+AHw- HERBICIDE TREATMENT +AHw- +AHw- +AHw- 0008 801-06640 8.000 EACH +AHw- 400.00000 3200.00+AHw- 200.00000 1600.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0009 802-04893 20.000 EACH +AHw- 30.00000 600.00+AHw- 130.00000 2600.00+AHw- REFERENCE POST +AHw- +AHw- +AHw- 0010 621-06567 2850.000 kGAL +AHw- 5.00000 14250.00+AHw- 25.00000 71250.00+AHw- WATER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 110,391.50+AHw- +ACQ- 277,591.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 110,391.50+AHw- +ACQ- 277,591.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 301 -1 VENDOR RANKING CALL ORDER : 301 CONTRACT ID : R -29129-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 06/15/08 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : T200009 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. +ACQ- 6,278,034.38 100.0000+ACU- 2 35-1212938 ATLAS EXCAVATING INC +ACQ- 6,978,368.66 111.1553+ACU- 3 35-1875662 CRIDER +ACY- CRIDER, INC. +ACQ- 7,077,335.95 112.7317+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 7,304,705.21 ROUTE : CALL ORDER : 301 CONTRACT ID : R -29129-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 37-0797609 +AHw-( 2 ) 35-1212938 +AHw-( 3 ) 35-1875662 +AHw-FEUTZ CONTRACTORS, INC. +AHw-ATLAS EXCAVATING INC +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 83000.00000 83000.00+AHw- 98000.00000 98000.00+AHw- 230000.00000 230000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 18.000 MOS +AHw- 2125.00000 38250.00+AHw- 3000.00000 54000.00+AHw- 1900.00000 34200.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 227000.00000 227000.00+AHw- 350000.00000 350000.00+AHw- 350000.00000 350000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 9300.00000 9300.00+AHw- 50000.00000 50000.00+AHw- 200000.00000 200000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 202-01261 3.000 EACH +AHw- 195.00000 585.00+AHw- 1000.00000 3000.00+AHw- 700.00000 2100.00 TESTING FOR ASBESTOS , REMOVAL +AHw- +AHw- +AHw- 0009 202-02240 13813.400 m2 +AHw- 6.65000 91859.11+AHw- 5.00000 69067.00+AHw- 13.00000 179574.20 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0010 202-02245 33.000 EACH +AHw- 325.00000 10725.00+AHw- 200.00000 6600.00+AHw- 120.00000 3960.00 TREE, 150 mm, REMOVE +AHw- +AHw- +AHw- 0011 202-02255 18.000 EACH +AHw- 712.00000 12816.00+AHw- 300.00000 5400.00+AHw- 240.00000 4320.00 TREE, 460 mm, REMOVE +AHw- +AHw- +AHw- 0012 202-02260 5.000 EACH +AHw- 1615.00000 8075.00+AHw- 500.00000 2500.00+AHw- 600.00000 3000.00 TREE, 760 mm, REMOVE +AHw- +AHw- +AHw- 0013 202-02265 3.000 EACH +AHw- 3230.00000 9690.00+AHw- 1000.00000 3000.00+AHw- 900.00000 2700.00 TREE, 1220 mm, REMOVE +AHw- +AHw- +AHw- 0014 202-02271 2.000 EACH +AHw- 300.00000 600.00+AHw- 300.00000 600.00+AHw- 880.00000 1760.00 HEADWALL, REMOVE +AHw- +AHw- +AHw- 0015 202-02278 162.800 m +AHw- 27.50000 4477.00+AHw- 40.00000 6512.00+AHw- 24.00000 3907.20 CURB, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0016 202-03000 LUMP +AHw- 5700.00000 5700.00+AHw- 25000.00000 25000.00+AHw- 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL +ACM- +AHw- +AHw- +AHw- 13 +AHw- +AHw- +AHw- 0017 202-03000 LUMP +AHw- 16800.00000 16800.00+AHw- 15000.00000 15000.00+AHw- 12500.00000 12500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL +ACM- +AHw- +AHw- +AHw- 4 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 7,304,705.21 ROUTE : CALL ORDER : 301 CONTRACT ID : R -29129-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 37-0797609 +AHw-( 2 ) 35-1212938 +AHw-( 3 ) 35-1875662 +AHw-FEUTZ CONTRACTORS, INC. +AHw-ATLAS EXCAVATING INC +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP +AHw- 6220.00000 6220.00+AHw- 10000.00000 10000.00+AHw- 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL +ACM- +AHw- +AHw- +AHw- 5 +AHw- +AHw- +AHw- 0019 202-03000 LUMP +AHw- 5850.00000 5850.00+AHw- 8000.00000 8000.00+AHw- 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL +ACM- +AHw- +AHw- +AHw- 6 +AHw- +AHw- +AHw- 0020 202-52710 106.300 m2 +AHw- 14.40000 1530.72+AHw- 10.00000 1063.00+AHw- 7.10000 754.73 SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0021 202-74035 2.000 EACH +AHw- 450.00000 900.00+AHw- 500.00000 1000.00+AHw- 600.00000 1200.00 SIGN, REMOVE +AHw- +AHw- +AHw- 0022 202-91840 1146.400 m +AHw- 8.50000 9744.40+AHw- 8.00000 9171.20+AHw- 9.60000 11005.44 FENCE, CHAIN LINK, REMOVE +AHw- +AHw- +AHw- 0023 202-96133 32.000 m +AHw- 31.50000 1008.00+AHw- 150.00000 4800.00+AHw- 50.00000 1600.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0024 203-02000 16689.600 m3 +AHw- 27.50000 458964.00+AHw- 20.00000 333792.00+AHw- 40.00000 667584.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0025 205-06937 2065.400 m +AHw- 4.20000 8674.68+AHw- 4.00000 8261.60+AHw- 5.30000 10946.62 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0026 207-08263 41844.000 m2 +AHw- 4.30000 179929.20+AHw- 6.00000 251064.00+AHw- 4.40000 184113.60 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0027 211-07454 12782.200 m3 +AHw- 19.50000 249252.90+AHw- 26.00000 332337.20+AHw- 20.00000 255644.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0028 213-08058 53.600 m3 +AHw- 113.00000 6056.80+AHw- 140.00000 7504.00+AHw- 195.00000 10452.00 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0029 301-07448 1107.000 Mg +AHw- 22.00000 24354.00+AHw- 23.00000 25461.00+AHw- 25.00000 27675.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0030 401-07334 3128.900 Mg +AHw- 98.00000 306632.20+AHw- 95.17000 297777.41+AHw- 100.00000 312890.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0031 401-07403 5736.200 Mg +AHw- 68.00000 390061.60+AHw- 65.07000 373254.53+AHw- 70.00000 401534.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0032 401-07424 16262.900 Mg +AHw- 62.00000 1008299.80+AHw- 59.60000 969268.84+AHw- 65.00000 1057088.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0033 401-08333 6529.300 Mg +AHw- 69.00000 450521.70+AHw- 66.18000 432109.07+AHw- 70.00000 457051.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0034 402-07432 417.200 Mg +AHw- 87.00000 36296.40+AHw- 84.69000 35332.67+AHw- 85.00000 35462.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0035 402-07435 756.900 Mg +AHw- 84.00000 63579.60+AHw- 81.28000 61520.83+AHw- 85.00000 64336.50 HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 7,304,705.21 ROUTE : CALL ORDER : 301 CONTRACT ID : R -29129-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 37-0797609 +AHw-( 2 ) 35-1212938 +AHw-( 3 ) 35-1875662 +AHw-FEUTZ CONTRACTORS, INC. +AHw-ATLAS EXCAVATING INC +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 402-07440 2364.600 Mg +AHw- 64.00000 151334.40+AHw- 61.35000 145068.21+AHw- 62.00000 146605.20 HMA BASE, TYPE A +AHw- +AHw- +AHw- 0037 404-05511 31.200 m2 +AHw- 36.50000 1138.80+AHw- 36.50000 1138.80+AHw- 40.00000 1248.00 SEAL COAT, 2 +AHw- +AHw- +AHw- 0038 406-05520 37.860 Mg +AHw- 435.00000 16469.10+AHw- 414.00000 15674.04+AHw- 425.00000 16090.50 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0039 601-01115 41.910 m +AHw- 173.00000 7250.43+AHw- 156.00000 6537.96+AHw- 175.00000 7334.25 GUARDRAIL, W BEAM, 0.476 m SPACING +AHw- +AHw- +AHw- 0040 601-05999 2.000 EACH +AHw- 58.30000 116.60+AHw- 55.00000 110.00+AHw- 62.00000 124.00 CURVED TERMINAL END +AHw- +AHw- +AHw- 0041 601-08433 1.000 EACH +AHw- 742.00000 742.00+AHw- 700.00000 700.00+AHw- 785.00000 785.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE, STAGE 1 +AHw- +AHw- +AHw- 0042 601-08434 1.000 EACH +AHw- 742.00000 742.00+AHw- 700.00000 700.00+AHw- 785.00000 785.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE, STAGE 2 +AHw- +AHw- +AHw- 0043 601-94689 4.000 EACH +AHw- 2515.00000 10060.00+AHw- 2375.00000 9500.00+AHw- 2670.00000 10680.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0044 601-99105 87.630 m +AHw- 53.50000 4688.21+AHw- 50.50000 4425.32+AHw- 57.00000 4994.91 GUARDRAIL, W BEAM, 1.905 m SPACING +AHw- +AHw- +AHw- 0045 601-99106 45.720 m +AHw- 90.00000 4114.80+AHw- 85.00000 3886.20+AHw- 95.00000 4343.40 GUARDRAIL, W BEAM, 0.952 m SPACING +AHw- +AHw- +AHw- 0046 604-07894 135.000 m2 +AHw- 108.00000 14580.00+AHw- 130.00000 17550.00+AHw- 125.00000 16875.00 CURB RAMP, CONCRETE, A +AHw- +AHw- +AHw- 0047 604-07902 10.600 m2 +AHw- 156.00000 1653.60+AHw- 203.00000 2151.80+AHw- 125.00000 1325.00 CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0048 604-07903 51.800 m2 +AHw- 101.00000 5231.80+AHw- 115.00000 5957.00+AHw- 125.00000 6475.00 CURB RAMP, CONCRETE, K +AHw- +AHw- +AHw- 0049 604-91531 5039.150 m2 +AHw- 37.00000 186448.55+AHw- 34.00000 171331.10+AHw- 40.00000 201566.00 SIDEWALK, CONCRETE, 100 mm +AHw- +AHw- +AHw- 0050 605-06120 126.400 m +AHw- 89.00000 11249.60+AHw- 56.00000 7078.40+AHw- 70.00000 8848.00 CURB, CONCRETE +AHw- +AHw- +AHw- 0051 605-06140 3767.400 m +AHw- 49.00000 184602.60+AHw- 69.00000 259950.60+AHw- 50.00000 188370.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0052 605-06155 220.800 m +AHw- 51.00000 11260.80+AHw- 75.44000 16657.15+AHw- 50.00000 11040.00 CURB AND GUTTER, CONCRETE, MODIFIED +AHw- +AHw- +AHw- 0053 610-07486 30.100 Mg +AHw- 262.00000 7886.20+AHw- 249.54000 7511.15+AHw- 250.00000 7525.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0054 610-07712 2778.700 m2 +AHw- 52.00000 144492.40+AHw- 67.00000 186172.90+AHw- 60.00000 166722.00 PCCP FOR APPROACHES, 150 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 301 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 7,304,705.21 ROUTE : CALL ORDER : 301 CONTRACT ID : R -29129-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 37-0797609 +AHw-( 2 ) 35-1212938 +AHw-( 3 ) 35-1875662 +AHw-FEUTZ CONTRACTORS, INC. +AHw-ATLAS EXCAVATING INC +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 611-06497 13.000 EACH +AHw- 195.00000 2535.00+AHw- 180.00000 2340.00+AHw- 200.00000 2600.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0056 611-06498 1.000 EACH +AHw- 260.00000 260.00+AHw- 225.00000 225.00+AHw- 255.00000 255.00 MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0057 621-06567 243.000 kL +AHw- 1.38000 335.34+AHw- 5.00000 1215.00+AHw- 5.60000 1360.80 WATER +AHw- +AHw- +AHw- 0058 621-06575 13400.000 m2 +AHw- 2.82000 37788.00+AHw- 3.40000 45560.00+AHw- 3.80000 50920.00 SODDING, NURSERY +AHw- +AHw- +AHw- 0059 714-04802 1174.000 m2 +AHw- 240.00000 281760.00+AHw- 150.00000 176100.00+AHw- 1.00000 1174.00 CONCRETE MODULAR BLOCK WALL +AHw- +AHw- +AHw- 0060 715-05024 479.800 m +AHw- 213.00000 102197.40+AHw- 350.00000 167930.00+AHw- 225.00000 107955.00 PIPE, TYPE 2, CIRCULAR, 900 mm +AHw- +AHw- +AHw- 0061 715-05048 3820.800 m +AHw- 16.50000 63043.20+AHw- 15.00000 57312.00+AHw- 15.00000 57312.00 PIPE, TYPE 4, CIRCULAR, 150 mm +AHw- +AHw- +AHw- 0062 715-05149 852.400 m +AHw- 81.00000 69044.40+AHw- 200.00000 170480.00+AHw- 100.00000 85240.00 PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0063 715-05151 176.900 m +AHw- 90.00000 15921.00+AHw- 215.00000 38033.50+AHw- 110.00000 19459.00 PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0064 715-05152 109.300 m +AHw- 110.00000 12023.00+AHw- 220.00000 24046.00+AHw- 115.00000 12569.50 PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0065 715-05153 34.700 m +AHw- 124.50000 4320.15+AHw- 255.00000 8848.50+AHw- 130.00000 4511.00 PIPE, TYPE 2, CIRCULAR, 525 mm +AHw- +AHw- +AHw- 0066 715-05154 25.900 m +AHw- 137.60000 3563.84+AHw- 280.00000 7252.00+AHw- 150.00000 3885.00 PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0067 715-05156 259.600 m +AHw- 169.00000 43872.40+AHw- 325.00000 84370.00+AHw- 180.00000 46728.00 PIPE, TYPE 2, CIRCULAR, 750 mm +AHw- +AHw- +AHw- 0068 715-05159 516.500 m +AHw- 305.00000 157532.50+AHw- 425.00000 219512.50+AHw- 275.00000 142037.50 PIPE, TYPE 2, CIRCULAR, 1050 mm +AHw- +AHw- +AHw- 0069 715-05162 366.100 m +AHw- 408.00000 149368.80+AHw- 710.00000 259931.00+AHw- 370.00000 135457.00 PIPE, TYPE 2, CIRCULAR, 1350 mm +AHw- +AHw- +AHw- 0070 715-05163 104.000 m +AHw- 499.00000 51896.00+AHw- 740.00000 76960.00+AHw- 460.00000 47840.00 PIPE, TYPE 2, CIRCULAR, 1500 mm +AHw- +AHw- +AHw- 0071 716-07630 10.400 m +AHw- 1150.00000 11960.00+AHw- 2800.00000 29120.00+AHw- 1000.00000 10400.00 PIPE INSTALLATION, TRENCHLESS, 300 mm +AHw- +AHw- +AHw- 0072 716-07636 44.400 m +AHw- 1250.00000 55500.00+AHw- 3800.00000 168720.00+AHw- 1500.00000 66600.00 PIPE INSTALLATION, TRENCHLESS, 1050 mm +AHw- +AHw- +AHw- 0073 718-06532 1000.000 m +AHw- 3.20000 3200.00+AHw- 2.40000 2400.00+AHw- 3.60000 3600.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0074 718-52610 863.500 m3 +AHw- 37.55000 32424.43+AHw- 20.00000 17270.00+AHw- 55.00000 47492.50 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 301 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 7,304,705.21 ROUTE : CALL ORDER : 301 CONTRACT ID : R -29129-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 37-0797609 +AHw-( 2 ) 35-1212938 +AHw-( 3 ) 35-1875662 +AHw-FEUTZ CONTRACTORS, INC. +AHw-ATLAS EXCAVATING INC +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 718-99153 13145.500 m2 +AHw- 0.93000 12225.32+AHw- 1.00000 13145.50+AHw- 1.70000 22347.35 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0076 720-44000 15.000 EACH +AHw- 550.00000 8250.00+AHw- 629.80000 9447.00+AHw- 465.00000 6975.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0077 720-45410 16.000 EACH +AHw- 2460.00000 39360.00+AHw- 2500.00000 40000.00+AHw- 2330.00000 37280.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0078 720-93501 9.000 EACH +AHw- 7450.00000 67050.00+AHw- 8500.00000 76500.00+AHw- 7900.00000 71100.00 MANHOLE, L4 +AHw- +AHw- +AHw- 0079 720-94612 18.000 EACH +AHw- 3635.00000 65430.00+AHw- 5500.00000 99000.00+AHw- 4880.00000 87840.00 MANHOLE, K4 +AHw- +AHw- +AHw- 0080 720-95335 5.000 EACH +AHw- 10300.00000 51500.00+AHw- 11000.00000 55000.00+AHw- 10300.00000 51500.00 MANHOLE, M4 +AHw- +AHw- +AHw- 0081 720-95422 17.000 EACH +AHw- 2835.00000 48195.00+AHw- 3500.00000 59500.00+AHw- 3280.00000 55760.00 MANHOLE, J4 +AHw- +AHw- +AHw- 0082 720-98174 56.000 EACH +AHw- 2150.00000 120400.00+AHw- 1900.00000 106400.00+AHw- 2210.00000 123760.00 INLET, B15 +AHw- +AHw- +AHw- 0083 720-98555 49.000 EACH +AHw- 2150.00000 105350.00+AHw- 2200.00000 107800.00+AHw- 2260.00000 110740.00 INLET, C15 +AHw- +AHw- +AHw- 0084 801-04308 7.000 EACH +AHw- 495.00000 3465.00+AHw- 445.00000 3115.00+AHw- 500.00000 3500.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0085 801-06625 52.000 EACH +AHw- 130.00000 6760.00+AHw- 122.00000 6344.00+AHw- 135.00000 7020.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0086 801-06640 43.000 EACH +AHw- 167.00000 7181.00+AHw- 158.00000 6794.00+AHw- 180.00000 7740.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0087 801-06775 LUMP +AHw- 30100.00000 30100.00+AHw- 14000.00000 14000.00+AHw- 150000.00000 150000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0088 801-07118 50.400 m +AHw- 48.75000 2457.00+AHw- 46.00000 2318.40+AHw- 52.00000 2620.80 BARRICADE, III-A +AHw- +AHw- +AHw- 0089 802-05704 91.700 m +AHw- 24.40000 2237.48+AHw- 28.00000 2567.60+AHw- 66.00000 6052.20 SIGN POST, SQUARE, 1, UNREINFORCED +AHw- +AHw- +AHw- ANCHOR BASE +AHw- +AHw- +AHw- 0090 802-76025 4.500 m2 +AHw- 200.00000 900.00+AHw- 180.00000 810.00+AHw- 300.00000 1350.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0091 802-76035 20.620 m2 +AHw- 205.00000 4227.10+AHw- 180.00000 3711.60+AHw- 410.00000 8454.20 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- 0092 802-76045 9.920 m2 +AHw- 230.00000 2281.60+AHw- 200.00000 1984.00+AHw- 265.00000 2628.80 SIGN, SHEET ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 3.18 mm THICKNESS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 301 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 7,304,705.21 ROUTE : CALL ORDER : 301 CONTRACT ID : R -29129-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 37-0797609 +AHw-( 2 ) 35-1212938 +AHw-( 3 ) 35-1875662 +AHw-FEUTZ CONTRACTORS, INC. +AHw-ATLAS EXCAVATING INC +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 805-01815 4.000 EACH +AHw- 2245.00000 8980.00+AHw- 2885.00000 11540.00+AHw- 2360.00000 9440.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 +AHw- +AHw- +AHw- 0094 805-01842 9.000 EACH +AHw- 1070.00000 9630.00+AHw- 660.00000 5940.00+AHw- 910.00000 8190.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0095 805-06592 273.000 m +AHw- 61.00000 16653.00+AHw- 48.00000 13104.00+AHw- 52.00000 14196.00 CONDUIT, STEEL, GALVANIZED, 50mm +AHw- +AHw- +AHw- 0096 805-06834 1.000 EACH +AHw- 9325.00000 9325.00+AHw- 9200.00000 9200.00+AHw- 9310.00000 9310.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE, TS2, TYPE I +AHw- +AHw- +AHw- 0097 805-78205 4.000 EACH +AHw- 525.00000 2100.00+AHw- 576.00000 2304.00+AHw- 540.00000 2160.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0098 805-78230 4.000 EACH +AHw- 785.00000 3140.00+AHw- 800.00000 3200.00+AHw- 900.00000 3600.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0099 805-78415 4.000 EACH +AHw- 1375.00000 5500.00+AHw- 1400.00000 5600.00+AHw- 1620.00000 6480.00 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0100 805-78420 4.000 EACH +AHw- 263.00000 1052.00+AHw- 250.00000 1000.00+AHw- 220.00000 880.00 DISCONNECT HANGER +AHw- +AHw- +AHw- 0101 805-78445 1.000 EACH +AHw- 571.00000 571.00+AHw- 500.00000 500.00+AHw- 765.00000 765.00 SIGNAL SERVICE +AHw- +AHw- +AHw- 0102 805-78467 50.000 m +AHw- 10.50000 525.00+AHw- 1.00000 50.00+AHw- 7.30000 365.00 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0103 805-78480 39.000 m +AHw- 7.30000 284.70+AHw- 3.60000 140.40+AHw- 3.70000 144.30 SIGNAL CABLE, 3C 14GA. +AHw- +AHw- +AHw- 0104 805-78485 20.000 m +AHw- 9.65000 193.00+AHw- 4.30000 86.00+AHw- 4.40000 88.00 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0105 805-78490 256.000 m +AHw- 8.90000 2278.40+AHw- 5.00000 1280.00+AHw- 5.10000 1305.60 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0106 805-78510 880.000 m +AHw- 5.10000 4488.00+AHw- 2.90000 2552.00+AHw- 3.20000 2816.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0107 805-78746 464.000 m +AHw- 34.00000 15776.00+AHw- 30.00000 13920.00+AHw- 32.00000 14848.00 PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- 0108 805-78925 1.000 EACH +AHw- 1399.00000 1399.00+AHw- 700.00000 700.00+AHw- 1140.00000 1140.00 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0109 805-81032 4.000 EACH +AHw- 3390.00000 13560.00+AHw- 3480.00000 13920.00+AHw- 3650.00000 14600.00 SIGNAL STRAIN POLE, STEEL, 9.2m +AHw- +AHw- +AHw- 0110 805-92504 6.000 EACH +AHw- 270.00000 1620.00+AHw- 230.00000 1380.00+AHw- 260.00000 1560.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 301 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 7,304,705.21 ROUTE : CALL ORDER : 301 CONTRACT ID : R -29129-A COUNTIES : VIGO LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 37-0797609 +AHw-( 2 ) 35-1212938 +AHw-( 3 ) 35-1875662 +AHw-FEUTZ CONTRACTORS, INC. +AHw-ATLAS EXCAVATING INC +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 808-04298 7.000 EACH +AHw- 387.00000 2709.00+AHw- 365.00000 2555.00+AHw- 410.00000 2870.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (R X R) +AHw- +AHw- +AHw- 0112 808-06701 816.000 m +AHw- 0.98000 799.68+AHw- 0.92000 750.72+AHw- 1.00000 816.00 LINE, THERMOPLASTIC, BROKEN, WHITE, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0113 808-06703 495.000 m +AHw- 0.98000 485.10+AHw- 0.92000 455.40+AHw- 1.00000 495.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0114 808-75245 4982.000 m +AHw- 0.98000 4882.36+AHw- 0.92000 4583.44+AHw- 1.00000 4982.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0115 808-75297 147.200 m +AHw- 13.35000 1965.12+AHw- 12.60000 1854.72+AHw- 14.00000 2060.80 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm , 600mm +AHw- +AHw- +AHw- 0116 808-75300 503.300 m +AHw- 3.35000 1686.06+AHw- 3.15000 1585.40+AHw- 3.50000 1761.55 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 150 mm , 150mm +AHw- +AHw- +AHw- 0117 808-75320 9.000 EACH +AHw- 90.00000 810.00+AHw- 85.00000 765.00+AHw- 95.00000 855.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0118 808-75325 7.000 EACH +AHw- 127.00000 889.00+AHw- 120.00000 840.00+AHw- 135.00000 945.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 6,278,034.38+AHw- +ACQ- 6,978,368.66+AHw- +ACQ- 7,077,335.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 6,278,034.38+AHw- +ACQ- 6,978,368.66+AHw- +ACQ- 7,077,335.95 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -1 VENDOR RANKING CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 09/30/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9320365 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC +ACQ- 1,486,035.48 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 1,758,000.00 118.3013+ACU- 3 35-1875662 CRIDER +ACY- CRIDER, INC. +ACQ- 1,909,909.00 128.5238+ACU- 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC +ACQ- 2,794,981.01 188.0831+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN FACILITIES +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 8600.00000 8600.00+AHw- 8775.00000 8775.00+AHw- 38116.16000 38116.16 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 7.000 MOS +AHw- 2100.00000 14700.00+AHw- 2700.00000 18900.00+AHw- 2000.00000 14000.00 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- 74000.00000 74000.00+AHw- 87900.00000 87900.00+AHw- 94500.00000 94500.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 202-01000 LUMP +AHw- 55000.00000 55000.00+AHw- 20000.00000 20000.00+AHw- 100000.00000 100000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE +AHw- +AHw- +AHw- 0007 202-52710 36.000 SYS +AHw- 21.00000 756.00+AHw- 21.00000 756.00+AHw- 10.00000 360.00 SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0008 203-02000 5090.000 CYS +AHw- 13.00000 66170.00+AHw- 29.00000 147610.00+AHw- 40.00000 203600.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0009 203-90014 1.000 STA +AHw- 415.00000 415.00+AHw- 3500.00000 3500.00+AHw- 2000.00000 2000.00 LINEAR GRADING +AHw- +AHw- +AHw- 0010 205-02236 7.000 EACH +AHw- 85.00000 595.00+AHw- 75.00000 525.00+AHw- 75.00000 525.00 TEMPORARY EROSION AND SEDIMENT CONTROL, +AHw- +AHw- +AHw- DROP INLET PROTECTION +AHw- +AHw- +AHw- 0011 205-06932 12.000 LFT +AHw- 28.00000 336.00+AHw- 15.00000 180.00+AHw- 15.00000 180.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0012 205-06937 1666.000 LFT +AHw- 1.44000 2399.04+AHw- 1.25000 2082.50+AHw- 1.25000 2082.50 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0013 211-07454 1701.000 CYS +AHw- 32.60000 55452.60+AHw- 29.00000 49329.00+AHw- 27.00000 45927.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0014 213-08058 372.000 CYS +AHw- 72.00000 26784.00+AHw- 110.00000 40920.00+AHw- 80.00000 29760.00 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0015 301-07448 788.000 TON +AHw- 22.00000 17336.00+AHw- 40.00000 31520.00+AHw- 25.00000 19700.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0016 303-04489 986.000 TON +AHw- 16.00000 15776.00+AHw- 41.00000 40426.00+AHw- 30.00000 29580.00 COMPACTED CRUSHED AGGREGATE, 8 +AHw- +AHw- +AHw- 0017 306-08043 463.000 SYS +AHw- 14.00000 6482.00+AHw- 14.00000 6482.00+AHw- 14.00000 6482.00 MILLING, TRANSITION +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 402-07432 432.000 TON +AHw- 65.00000 28080.00+AHw- 96.00000 41472.00+AHw- 65.00000 28080.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0019 402-07435 456.000 TON +AHw- 57.00000 25992.00+AHw- 99.00000 45144.00+AHw- 57.00000 25992.00 HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0020 402-07440 374.000 TON +AHw- 50.00000 18700.00+AHw- 92.00000 34408.00+AHw- 50.00000 18700.00 HMA BASE, TYPE A +AHw- +AHw- +AHw- 0021 402-07450 74.000 TON +AHw- 80.00000 5920.00+AHw- 143.00000 10582.00+AHw- 80.00000 5920.00 HMA WEDGE AND LEVEL, TYPE A +AHw- +AHw- +AHw- 0022 406-05520 2.000 TON +AHw- 500.00000 1000.00+AHw- 400.00000 800.00+AHw- 500.00000 1000.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0023 601-04849 50.000 LFT +AHw- 10.50000 525.00+AHw- 10.50000 525.00+AHw- 10.50000 525.00 POST , U CHANNEL +AHw- +AHw- +AHw- 0024 603-03692 330.000 LFT +AHw- 25.00000 8250.00+AHw- 47.50000 15675.00+AHw- 47.50000 15675.00 FENCE, WOOD +AHw- +AHw- +AHw- 0025 604-06070 98.000 SYS +AHw- 45.00000 4410.00+AHw- 45.00000 4410.00+AHw- 45.00000 4410.00 SIDEWALK, CONCRETE +AHw- +AHw- +AHw- 0026 604-07899 166.000 SYS +AHw- 110.00000 18260.00+AHw- 110.00000 18260.00+AHw- 110.00000 18260.00 CURB RAMP, CONCRETE, E +AHw- +AHw- +AHw- 0027 604-07901 39.000 SYS +AHw- 110.00000 4290.00+AHw- 110.00000 4290.00+AHw- 110.00000 4290.00 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0028 605-06120 1044.000 LFT +AHw- 15.00000 15660.00+AHw- 22.50000 23490.00+AHw- 15.00000 15660.00 CURB, CONCRETE +AHw- +AHw- +AHw- 0029 605-06140 97.000 LFT +AHw- 30.00000 2910.00+AHw- 30.00000 2910.00+AHw- 30.00000 2910.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0030 605-97937 491.000 LFT +AHw- 20.00000 9820.00+AHw- 21.00000 10311.00+AHw- 20.00000 9820.00 CURB AND GUTTER, CONCRETE, ROLL +AHw- +AHw- +AHw- 0031 607-01910 3.000 EACH +AHw- 750.00000 2250.00+AHw- 1000.00000 3000.00+AHw- 750.00000 2250.00 TURNOUT, CONCRETE +AHw- +AHw- +AHw- 0032 610-07712 122.000 SYS +AHw- 50.00000 6100.00+AHw- 75.00000 9150.00+AHw- 50.00000 6100.00 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0033 611-95023 2.000 EACH +AHw- 225.00000 450.00+AHw- 225.00000 450.00+AHw- 225.00000 450.00 MAILBOX ASSEMBLY, RESET +AHw- +AHw- +AHw- 0034 616-02320 292.000 SYS +AHw- 1.10000 321.20+AHw- 4.00000 1168.00+AHw- 3.00000 876.00 GEOTEXTILES +AHw- +AHw- +AHw- 0035 616-06405 187.000 TON +AHw- 22.00000 4114.00+AHw- 35.00000 6545.00+AHw- 40.00000 7480.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0036 621-01004 1.000 EACH +AHw- 500.00000 500.00+AHw- 500.00000 500.00+AHw- 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-01935 160.000 LBS +AHw- 40.25000 6440.00+AHw- 2.65000 424.00+AHw- 2.65000 424.00 SEED MIXTURE, A +AHw- +AHw- +AHw- 0038 621-04316 621.000 LFT +AHw- 3.55000 2204.55+AHw- 2.50000 1552.50+AHw- 2.50000 1552.50 SPADE EDGE +AHw- +AHw- +AHw- 0039 621-06570 1258.000 CYS +AHw- 12.50000 15725.00+AHw- 55.00000 69190.00+AHw- 2.50000 3145.00 TOP SOIL +AHw- +AHw- +AHw- 0040 621-06574 329.000 SYS +AHw- 8.30000 2730.70+AHw- 3.50000 1151.50+AHw- 3.50000 1151.50 SODDING +AHw- +AHw- +AHw- 0041 621-98038 206.000 CYS +AHw- 69.50000 14317.00+AHw- 30.00000 6180.00+AHw- 30.00000 6180.00 MULCH, HARDWOOD SHREDDED BARK +AHw- +AHw- +AHw- 0042 622-05654 1291.000 EACH +AHw- 14.55000 18784.05+AHw- 24.00000 30984.00+AHw- 24.00000 30984.00 PLANT, PERENNIAL +AHw- +AHw- +AHw- 0043 703-06029 150.000 LBS +AHw- 10.00000 1500.00+AHw- 7.00000 1050.00+AHw- 2.50000 375.00 REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- 0044 714-01366 1790.000 LFT +AHw- 430.00000 769700.00+AHw- 450.00000 805500.00+AHw- 540.00000 966600.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 10 FT. X 4 FT. , 10 FT X 4 FT.+AHw- +AHw- +AHw- WITH END SECTIONS PROTECTIVE GRATES +AHw- +AHw- +AHw- 0045 714-06660 17.000 SYS +AHw- 1140.00000 19380.00+AHw- 450.00000 7650.00+AHw- 1500.00000 25500.00 WINGWALL +AHw- +AHw- +AHw- 0046 715-05147 9.000 LFT +AHw- 100.00000 900.00+AHw- 33.00000 297.00+AHw- 40.00000 360.00 PIPE, TYPE 2, CIRCULAR, 8 IN. +AHw- +AHw- +AHw- 0047 715-05149 35.000 LFT +AHw- 97.00000 3395.00+AHw- 54.00000 1890.00+AHw- 35.00000 1225.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0048 715-05151 299.000 LFT +AHw- 100.00000 29900.00+AHw- 42.00000 12558.00+AHw- 37.00000 11063.00 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0049 715-05152 122.000 LFT +AHw- 105.00000 12810.00+AHw- 77.00000 9394.00+AHw- 39.00000 4758.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0050 715-08282 82.000 TON +AHw- 80.00000 6560.00+AHw- 97.00000 7954.00+AHw- 100.00000 8200.00 HMA FOR STRUCTURE INSTALLATION, TYPE A +AHw- +AHw- +AHw- 0051 720-01894 7.000 EACH +AHw- 1150.00000 8050.00+AHw- 800.00000 5600.00+AHw- 700.00000 4900.00 CASTING, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- 0052 720-45155 1.000 EACH +AHw- 2105.00000 2105.00+AHw- 2200.00000 2200.00+AHw- 1400.00000 1400.00 INLET, M10, MODIFIED +AHw- +AHw- +AHw- 0053 720-45335 4.000 EACH +AHw- 2100.00000 8400.00+AHw- 1800.00000 7200.00+AHw- 1300.00000 5200.00 CATCH BASIN, E7, MODIFIED +AHw- +AHw- +AHw- 0054 720-45340 1.000 EACH +AHw- 2300.00000 2300.00+AHw- 2000.00000 2000.00+AHw- 2800.00000 2800.00 CATCH BASIN, J10, MODIFIED +AHw- +AHw- +AHw- 0055 720-95164 3.000 EACH +AHw- 2400.00000 7200.00+AHw- 2450.00000 7350.00+AHw- 2100.00000 6300.00 CATCH BASIN, B15, MODIFIED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 720-96422 9.000 EACH +AHw- 1550.00000 13950.00+AHw- 1900.00000 17100.00+AHw- 1150.00000 10350.00 INLET, A, MODIFIED +AHw- +AHw- +AHw- 0057 722-60824 612.000 SYS +AHw- 11.00000 6732.00+AHw- 10.00000 6120.00+AHw- 11.00000 6732.00 SURFACE MILLING +AHw- +AHw- +AHw- 0058 732-02498 LUMP +AHw- 7900.00000 7900.00+AHw- 20000.00000 20000.00+AHw- 10000.00000 10000.00 WATER MAIN, RELOCATE +AHw- +AHw- +AHw- 0059 801-04308 2.000 EACH +AHw- 495.00000 990.00+AHw- 495.00000 990.00+AHw- 495.00000 990.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0060 801-06624 8.000 EACH +AHw- 5.00000 40.00+AHw- 5.00000 40.00+AHw- 5.00000 40.00 STANDARD BARRICADE, IIIB, WITH SIGNS +AHw- +AHw- +AHw- 0061 801-06625 13.000 EACH +AHw- 65.00000 845.00+AHw- 65.00000 845.00+AHw- 65.00000 845.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0062 801-06640 17.000 EACH +AHw- 138.00000 2346.00+AHw- 138.00000 2346.00+AHw- 138.00000 2346.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0063 801-06645 9.000 EACH +AHw- 5.00000 45.00+AHw- 5.00000 45.00+AHw- 5.00000 45.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0064 801-06775 LUMP +AHw- 2700.00000 2700.00+AHw- 22661.16000 22661.16+AHw- 25000.00000 25000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0065 802-76025 60.750 SFT +AHw- 41.00000 2490.75+AHw- 41.00000 2490.75+AHw- 41.00000 2490.75 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS , 0.080 IN. +AHw- +AHw- +AHw- THICKNESS +AHw- +AHw- +AHw- 0066 802-76045 56.750 SFT +AHw- 21.50000 1220.13+AHw- 21.50000 1220.13+AHw- 21.50000 1220.13 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.125 IN. THICKNESS , 0.125 IN +AHw- +AHw- +AHw- THICKNESS +AHw- +AHw- +AHw- 0067 802-97428 341.250 LFT +AHw- 24.85000 8480.06+AHw- 24.85000 8480.06+AHw- 24.85000 8480.06 POST, TUBULAR +AHw- +AHw- +AHw- 0068 808-06703 718.000 LFT +AHw- 0.80000 574.40+AHw- 0.80000 574.40+AHw- 0.80000 574.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0069 808-06724 5.000 EACH +AHw- 45.00000 225.00+AHw- 45.00000 225.00+AHw- 45.00000 225.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD +AHw- +AHw- +AHw- ONLY PED +AHw- +AHw- +AHw- 0070 808-06724 5.000 EACH +AHw- 60.00000 300.00+AHw- 60.00000 300.00+AHw- 60.00000 300.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD +AHw- +AHw- +AHw- ONLY XING +AHw- +AHw- +AHw- 0071 808-75272 155.000 LFT +AHw- 8.00000 1240.00+AHw- 8.00000 1240.00+AHw- 8.00000 1240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, WHITE, CROSSHATCH LINE, 24 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1875662 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-RIETH RILEY CONSTRUCTION +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-75297 150.000 LFT +AHw- 8.00000 1200.00+AHw- 8.00000 1200.00+AHw- 8.00000 1200.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,486,035.48+AHw- +ACQ- 1,758,000.00+AHw- +ACQ- 1,909,909.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,486,035.48+AHw- +ACQ- 1,758,000.00+AHw- +ACQ- 1,909,909.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 05-0558668 +AHw-( ) +AHw-( ) +AHw-WEDDLE BROTHERS HIGHWAY GROU +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 BIKE AND PEDESTRIAN FACILITIES +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 25392.61000 25392.61+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 7.000 MOS +AHw- 1841.79000 12892.53+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- 139749.05000 139749.05+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 202-01000 LUMP +AHw- 142143.81000 142143.81+AHw- +AHw- STRUCTURES AND OBSTRUCTIONS, REMOVE +AHw- +AHw- +AHw- 0007 202-52710 36.000 SYS +AHw- 17.22000 619.92+AHw- +AHw- SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0008 203-02000 5090.000 CYS +AHw- 13.69000 69682.10+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0009 203-90014 1.000 STA +AHw- 5969.61000 5969.61+AHw- +AHw- LINEAR GRADING +AHw- +AHw- +AHw- 0010 205-02236 7.000 EACH +AHw- 270.96000 1896.72+AHw- +AHw- TEMPORARY EROSION AND SEDIMENT CONTROL, +AHw- +AHw- +AHw- DROP INLET PROTECTION +AHw- +AHw- +AHw- 0011 205-06932 12.000 LFT +AHw- 60.14000 721.68+AHw- +AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0012 205-06937 1666.000 LFT +AHw- 4.48000 7463.68+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0013 211-07454 1701.000 CYS +AHw- 21.70000 36911.70+AHw- +AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0014 213-08058 372.000 CYS +AHw- 68.05000 25314.60+AHw- +AHw- FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0015 301-07448 788.000 TON +AHw- 21.81000 17186.28+AHw- +AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0016 303-04489 986.000 TON +AHw- 12.94000 12758.84+AHw- +AHw- COMPACTED CRUSHED AGGREGATE, 8 +AHw- +AHw- +AHw- 0017 306-08043 463.000 SYS +AHw- 14.76000 6833.88+AHw- +AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0018 402-07432 432.000 TON +AHw- 68.51000 29596.32+AHw- +AHw- HMA SURFACE, TYPE A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 05-0558668 +AHw-( ) +AHw-( ) +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07435 456.000 TON +AHw- 60.08000 27396.48+AHw- +AHw- HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0020 402-07440 374.000 TON +AHw- 52.70000 19709.80+AHw- +AHw- HMA BASE, TYPE A +AHw- +AHw- +AHw- 0021 402-07450 74.000 TON +AHw- 84.32000 6239.68+AHw- +AHw- HMA WEDGE AND LEVEL, TYPE A +AHw- +AHw- +AHw- 0022 406-05520 2.000 TON +AHw- 527.02000 1054.04+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0023 601-04849 50.000 LFT +AHw- 21.08000 1054.00+AHw- +AHw- POST , U CHANNEL +AHw- +AHw- +AHw- 0024 603-03692 330.000 LFT +AHw- 26.35000 8695.50+AHw- +AHw- FENCE, WOOD +AHw- +AHw- +AHw- 0025 604-06070 98.000 SYS +AHw- 45.01000 4410.98+AHw- +AHw- SIDEWALK, CONCRETE +AHw- +AHw- +AHw- 0026 604-07899 166.000 SYS +AHw- 164.39000 27288.74+AHw- +AHw- CURB RAMP, CONCRETE, E +AHw- +AHw- +AHw- 0027 604-07901 39.000 SYS +AHw- 171.67000 6695.13+AHw- +AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0028 605-06120 1044.000 LFT +AHw- 16.62000 17351.28+AHw- +AHw- CURB, CONCRETE +AHw- +AHw- +AHw- 0029 605-06140 97.000 LFT +AHw- 25.17000 2441.49+AHw- +AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0030 605-97937 491.000 LFT +AHw- 24.26000 11911.66+AHw- +AHw- CURB AND GUTTER, CONCRETE, ROLL +AHw- +AHw- +AHw- 0031 607-01910 3.000 EACH +AHw- 1226.44000 3679.32+AHw- +AHw- TURNOUT, CONCRETE +AHw- +AHw- +AHw- 0032 610-07712 122.000 SYS +AHw- 61.31000 7479.82+AHw- +AHw- PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0033 611-95023 2.000 EACH +AHw- 699.18000 1398.36+AHw- +AHw- MAILBOX ASSEMBLY, RESET +AHw- +AHw- +AHw- 0034 616-02320 292.000 SYS +AHw- 2.70000 788.40+AHw- +AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0035 616-06405 187.000 TON +AHw- 22.21000 4153.27+AHw- +AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0036 621-01004 1.000 EACH +AHw- 527.02000 527.02+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0037 621-01935 160.000 LBS +AHw- 2.79000 446.40+AHw- +AHw- SEED MIXTURE, A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 05-0558668 +AHw-( ) +AHw-( ) +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-04316 621.000 LFT +AHw- 2.64000 1639.44+AHw- +AHw- SPADE EDGE +AHw- +AHw- +AHw- 0039 621-06570 1258.000 CYS +AHw- 28.62000 36003.96+AHw- +AHw- TOP SOIL +AHw- +AHw- +AHw- 0040 621-06574 329.000 SYS +AHw- 3.69000 1214.01+AHw- +AHw- SODDING +AHw- +AHw- +AHw- 0041 621-98038 206.000 CYS +AHw- 31.62000 6513.72+AHw- +AHw- MULCH, HARDWOOD SHREDDED BARK +AHw- +AHw- +AHw- 0042 622-05654 1291.000 EACH +AHw- 25.30000 32662.30+AHw- +AHw- PLANT, PERENNIAL +AHw- +AHw- +AHw- 0043 703-06029 150.000 LBS +AHw- 2.84000 426.00+AHw- +AHw- REINFORCING BARS, EPOXY COATED +AHw- +AHw- +AHw- 0044 714-01366 1790.000 LFT +AHw- 899.48000 1610069.20+AHw- +AHw- CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 10 FT. X 4 FT. , 10 FT X 4 FT.+AHw- +AHw- +AHw- WITH END SECTIONS PROTECTIVE GRATES +AHw- +AHw- +AHw- 0045 714-06660 17.000 SYS +AHw- 925.48000 15733.16+AHw- +AHw- WINGWALL +AHw- +AHw- +AHw- 0046 715-05147 9.000 LFT +AHw- 220.65000 1985.85+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 8 IN. +AHw- +AHw- +AHw- 0047 715-05149 35.000 LFT +AHw- 159.24000 5573.40+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0048 715-05151 299.000 LFT +AHw- 93.58000 27980.42+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0049 715-05152 122.000 LFT +AHw- 103.20000 12590.40+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0050 715-08282 82.000 TON +AHw- 279.95000 22955.90+AHw- +AHw- HMA FOR STRUCTURE INSTALLATION, TYPE A +AHw- +AHw- +AHw- 0051 720-01894 7.000 EACH +AHw- 1670.44000 11693.08+AHw- +AHw- CASTING, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- 0052 720-45155 1.000 EACH +AHw- 2249.13000 2249.13+AHw- +AHw- INLET, M10, MODIFIED +AHw- +AHw- +AHw- 0053 720-45335 4.000 EACH +AHw- 2278.14000 9112.56+AHw- +AHw- CATCH BASIN, E7, MODIFIED +AHw- +AHw- +AHw- 0054 720-45340 1.000 EACH +AHw- 2446.38000 2446.38+AHw- +AHw- CATCH BASIN, J10, MODIFIED +AHw- +AHw- +AHw- 0055 720-95164 3.000 EACH +AHw- 3043.92000 9131.76+AHw- +AHw- CATCH BASIN, B15, MODIFIED +AHw- +AHw- +AHw- 0056 720-96422 9.000 EACH +AHw- 1986.78000 17881.02+AHw- +AHw- INLET, A, MODIFIED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 311 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,371,000.00 ROUTE : CALL ORDER : 311 CONTRACT ID : R -29299-A COUNTIES : HENDRICKS LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 05-0558668 +AHw-( ) +AHw-( ) +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 722-60824 612.000 SYS +AHw- 11.59000 7093.08+AHw- +AHw- SURFACE MILLING +AHw- +AHw- +AHw- 0058 732-02498 LUMP +AHw- 221689.92000 221689.92+AHw- +AHw- WATER MAIN, RELOCATE +AHw- +AHw- +AHw- 0059 801-04308 2.000 EACH +AHw- 521.75000 1043.50+AHw- +AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0060 801-06624 8.000 EACH +AHw- 5.27000 42.16+AHw- +AHw- STANDARD BARRICADE, IIIB, WITH SIGNS +AHw- +AHw- +AHw- 0061 801-06625 13.000 EACH +AHw- 68.51000 890.63+AHw- +AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0062 801-06640 17.000 EACH +AHw- 145.46000 2472.82+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0063 801-06645 9.000 EACH +AHw- 5.27000 47.43+AHw- +AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0064 801-06775 LUMP +AHw- 33615.73000 33615.73+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0065 802-76025 60.750 SFT +AHw- 15.17000 921.58+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS , 0.080 IN. +AHw- +AHw- +AHw- THICKNESS +AHw- +AHw- +AHw- 0066 802-76045 56.750 SFT +AHw- 25.60000 1452.80+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.125 IN. THICKNESS , 0.125 IN +AHw- +AHw- +AHw- THICKNESS +AHw- +AHw- +AHw- 0067 802-97428 341.250 LFT +AHw- 18.36000 6265.35+AHw- +AHw- POST, TUBULAR +AHw- +AHw- +AHw- 0068 808-06703 718.000 LFT +AHw- 0.84000 603.12+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0069 808-06724 5.000 EACH +AHw- 47.43000 237.15+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, PAINT, WORD +AHw- +AHw- +AHw- ONLY PED +AHw- +AHw- +AHw- 0070 808-06724 5.000 EACH +AHw- 63.24000 316.20+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, PAINT, WORD +AHw- +AHw- +AHw- ONLY XING +AHw- +AHw- +AHw- 0071 808-75272 155.000 LFT +AHw- 8.43000 1306.65+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, WHITE, CROSSHATCH LINE, 24 IN. +AHw- +AHw- +AHw- 0072 808-75297 150.000 LFT +AHw- 8.43000 1264.50+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,794,981.01+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,794,981.01+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 341 -1 VENDOR RANKING CALL ORDER : 341 CONTRACT ID : RS-28823-A COUNTIES : RIPLEY LETTING DATE : 02/21/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 06/29/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600268 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 PAUL H ROHE COMPANY +ACQ- 665,375.45 100.0000+ACU- 2 35-1357381 DAVE O+AGA-MARA CONTRACTOR +ACQ- 668,250.00 100.4320+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,001,099.85 ROUTE : SR 229 CALL ORDER : 341 CONTRACT ID : RS-28823-A COUNTIES : RIPLEY LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0844079 +AHw-( 2 ) 35-1357381 +AHw-( ) +AHw-PAUL H ROHE COMPANY +AHw-DAVE O+AGA-MARA CONTRACTOR +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 ASHPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 4000.00000 4000.00+AHw- 4000.00000 4000.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 1500.00000 9000.00+AHw- 1000.00000 6000.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 9290.00000 9290.00+AHw- 25000.00000 25000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 303-01180 1579.000 TON +AHw- 20.00000 31580.00+AHw- 19.00000 30001.00+AHw- COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0008 304-07490 500.000 TON +AHw- 60.00000 30000.00+AHw- 67.50000 33750.00+AHw- HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0009 306-08033 105235.000 SYS +AHw- 0.28000 29465.80+AHw- 0.30000 31570.50+AHw- MILLING, ASPHALT, 1 IN. +AHw- +AHw- +AHw- 0010 306-08043 2060.000 SYS +AHw- 0.50000 1030.00+AHw- 1.00000 2060.00+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0011 306-08432 9178.000 SYS +AHw- 0.30000 2753.40+AHw- 1.00000 9178.00+AHw- MILLING, APPROACH +AHw- +AHw- +AHw- 0012 401-07321 8806.000 TON +AHw- 43.00000 378658.00+AHw- 40.00000 352240.00+AHw- QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0013 402-07433 407.000 TON +AHw- 54.00000 21978.00+AHw- 50.00000 20350.00+AHw- HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0014 402-07451 300.000 TON +AHw- 58.00000 17400.00+AHw- 60.00000 18000.00+AHw- HMA WEDGE AND LEVEL, TYPE B +AHw- +AHw- +AHw- 0015 406-05520 41.000 TON +AHw- 200.00000 8200.00+AHw- 300.00000 12300.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0016 610-07487 758.000 TON +AHw- 80.00000 60640.00+AHw- 75.00000 56850.00+AHw- HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0017 615-06527 3.000 EACH +AHw- 425.00000 1275.00+AHw- 750.00000 2250.00+AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0018 801-06203 4340.000 LFT +AHw- 0.35000 1519.00+AHw- 1.00000 4340.00+AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,001,099.85 ROUTE : SR 229 CALL ORDER : 341 CONTRACT ID : RS-28823-A COUNTIES : RIPLEY LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0844079 +AHw-( 2 ) 35-1357381 +AHw-( ) +AHw-PAUL H ROHE COMPANY +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06207 4340.000 LFT +AHw- 1.00000 4340.00+AHw- 0.25000 1085.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0020 801-06640 29.000 EACH +AHw- 150.00000 4350.00+AHw- 160.00000 4640.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0021 801-06775 LUMP +AHw- 15500.00000 15500.00+AHw- 16455.50000 16455.50+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0022 808-06712 4684.000 LFT +AHw- 0.10000 468.40+AHw- 0.10000 468.40+AHw- LINE, PAINT, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0023 808-06713 86266.000 LFT +AHw- 0.10000 8626.60+AHw- 0.10000 8626.60+AHw- LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0024 808-06714 59800.000 LFT +AHw- 0.10000 5980.00+AHw- 0.10000 5980.00+AHw- LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0025 808-75297 20.000 LFT +AHw- 20.00000 400.00+AHw- 25.00000 500.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0026 808-75996 982.000 EACH +AHw- 4.50000 4419.00+AHw- 7.00000 6874.00+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0027 808-75998 983.000 EACH +AHw- 14.75000 14499.25+AHw- 16.00000 15728.00+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 665,375.45+AHw- +ACQ- 668,250.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 665,375.45+AHw- +ACQ- 668,250.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 351 -1 VENDOR RANKING CALL ORDER : 351 CONTRACT ID : RS-28828-A COUNTIES : MORGAN JOHNSON LETTING DATE : 02/21/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 07/15/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600271 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. +ACQ- 942,734.26 100.0000+ACU- 2 35-1139301 E +ACY- B PAVING INC +ACQ- 985,700.00 104.5576+ACU- 3 35-1151771 CALUMET ASPHALT PAVING CO. INC +ACQ- 987,645.35 104.7639+ACU- 4 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 1,007,526.48 106.8728+ACU- 5 31-4351261 SHELLY +ACY- SANDS INC +ACQ- 1,049,012.37 111.2734+ACU- 6 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 1,061,861.40 112.6363+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,295,376.14 ROUTE : 144 CALL ORDER : 351 CONTRACT ID : RS-28828-A COUNTIES : MORGAN JOHNSON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1418333 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-1151771 +AHw-ROGERS GROUP, INC. +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 3500.00000 3500.00+AHw- 10000.00000 10000.00+AHw- 4000.00000 4000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07038 6.000 MOS +AHw- 1800.00000 10800.00+AHw- 3000.00000 18000.00+AHw- 1500.00000 9000.00 FIELD OFFICE, A +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 45000.00000 45000.00+AHw- 49285.00000 49285.00+AHw- 39000.00000 39000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 303-07449 1346.000 TON +AHw- 24.00000 32304.00+AHw- 20.00000 26920.00+AHw- 23.00000 30958.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0008 304-07491 500.000 TON +AHw- 120.00000 60000.00+AHw- 100.00000 50000.00+AHw- 110.00000 55000.00 HMA PATCHING, TYPE C +AHw- +AHw- +AHw- 0009 306-08034 103199.000 SYS +AHw- 0.15000 15479.85+AHw- 0.30000 30959.70+AHw- 0.60000 61919.40 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0010 306-08043 1780.000 SYS +AHw- 2.65000 4717.00+AHw- 0.30000 534.00+AHw- 0.80000 1424.00 MILLING, TRANSITION +AHw- +AHw- +AHw- 0011 306-08432 17813.000 SYS +AHw- 2.15000 38297.95+AHw- 0.30000 5343.90+AHw- 1.80000 32063.40 MILLING, APPROACH +AHw- +AHw- +AHw- 0012 401-06264 LUMP +AHw- 5000.00000 5000.00+AHw- 10000.00000 10000.00+AHw- 1500.00000 1500.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0013 401-07328 8661.000 TON +AHw- 54.50000 472024.50+AHw- 55.00000 476355.00+AHw- 61.25000 530486.25 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0014 402-07452 500.000 TON +AHw- 76.00000 38000.00+AHw- 50.00000 25000.00+AHw- 68.70000 34350.00 HMA WEDGE AND LEVEL, TYPE C +AHw- +AHw- +AHw- 0015 406-05520 37.000 TON +AHw- 250.00000 9250.00+AHw- 335.00000 12395.00+AHw- 200.00000 7400.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0016 610-07488 1470.000 TON +AHw- 80.75000 118702.50+AHw- 90.00000 132300.00+AHw- 66.00000 97020.00 HMA FOR APPROACHES, TYPE C +AHw- +AHw- +AHw- 0017 615-06525 1.000 EACH +AHw- 525.00000 525.00+AHw- 750.00000 750.00+AHw- 700.00000 700.00 CASTING ADJUSTED TO GRADE, MONUMENT +AHw- +AHw- +AHw- 0018 720-44000 4.000 EACH +AHw- 425.00000 1700.00+AHw- 750.00000 3000.00+AHw- 450.00000 1800.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,295,376.14 ROUTE : 144 CALL ORDER : 351 CONTRACT ID : RS-28828-A COUNTIES : MORGAN JOHNSON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1418333 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-1151771 +AHw-ROGERS GROUP, INC. +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06203 3732.000 LFT +AHw- 0.30000 1119.60+AHw- 0.01000 37.32+AHw- 0.43000 1604.76 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0020 801-06207 3732.000 LFT +AHw- 3.15000 11755.80+AHw- 1.50000 5598.00+AHw- 0.82000 3060.24 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0021 801-06640 48.000 EACH +AHw- 140.00000 6720.00+AHw- 110.00000 5280.00+AHw- 110.00000 5280.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0022 801-06775 LUMP +AHw- 30000.00000 30000.00+AHw- 88222.63000 88222.63+AHw- 35000.00000 35000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0023 805-02503 1125.000 LFT +AHw- 0.40000 450.00+AHw- 0.35000 393.75+AHw- 0.35000 393.75 CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0024 805-78510 113.000 LFT +AHw- 1.00000 113.00+AHw- 1.00000 113.00+AHw- 1.00000 113.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0025 805-78795 360.000 LFT +AHw- 7.00000 2520.00+AHw- 6.50000 2340.00+AHw- 6.50000 2340.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0026 805-92951 3.000 EACH +AHw- 120.00000 360.00+AHw- 150.00000 450.00+AHw- 150.00000 450.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD +AHw- +AHw- +AHw- 0027 808-06694 200.000 LFT +AHw- 1.00000 200.00+AHw- 1.50000 300.00+AHw- 1.50000 300.00 LINE, PAINT, SOLID, YELLOW, 8 IN. +AHw- +AHw- +AHw- 0028 808-06712 5115.000 LFT +AHw- 0.20000 1023.00+AHw- 0.11000 562.65+AHw- 0.11000 562.65 LINE, PAINT, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0029 808-06713 82197.000 LFT +AHw- 0.12000 9863.64+AHw- 0.11000 9041.67+AHw- 0.11000 9041.67 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0030 808-06714 39843.000 LFT +AHw- 0.14000 5578.02+AHw- 0.11000 4382.73+AHw- 0.11000 4382.73 LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0031 808-06726 403.000 LFT +AHw- 3.80000 1531.40+AHw- 4.00000 1612.00+AHw- 4.00000 1612.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0032 808-75078 100.000 LFT +AHw- 1.90000 190.00+AHw- 2.00000 200.00+AHw- 2.00000 200.00 TRANSVERSE MARKINGS, PAINT, SOLID, +AHw- +AHw- +AHw- YELLOW CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0033 808-75300 48.000 LFT +AHw- 1.75000 84.00+AHw- 2.00000 96.00+AHw- 2.00000 96.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0034 808-75320 14.000 EACH +AHw- 82.00000 1148.00+AHw- 80.00000 1120.00+AHw- 80.00000 1120.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0035 808-75325 4.000 EACH +AHw- 135.00000 540.00+AHw- 110.00000 440.00+AHw- 110.00000 440.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,295,376.14 ROUTE : 144 CALL ORDER : 351 CONTRACT ID : RS-28828-A COUNTIES : MORGAN JOHNSON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1418333 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-1151771 +AHw-ROGERS GROUP, INC. +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 808-75996 783.000 EACH +AHw- 4.00000 3132.00+AHw- 4.55000 3562.65+AHw- 4.25000 3327.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0037 808-75998 793.000 EACH +AHw- 14.00000 11102.00+AHw- 14.00000 11102.00+AHw- 14.75000 11696.75 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 942,734.26+AHw- +ACQ- 985,700.00+AHw- +ACQ- 987,645.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 942,734.26+AHw- +ACQ- 985,700.00+AHw- +ACQ- 987,645.35 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 351 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,295,376.14 ROUTE : 144 CALL ORDER : 351 CONTRACT ID : RS-28828-A COUNTIES : MORGAN JOHNSON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 31-4351261 +AHw-( 6 ) 35-0918397 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-SHELLY +ACY- SANDS INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 4000.00000 4000.00+AHw- 4000.00000 4000.00+AHw- 4100.00000 4100.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07038 6.000 MOS +AHw- 1600.00000 9600.00+AHw- 2000.00000 12000.00+AHw- 2200.00000 13200.00 FIELD OFFICE, A +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 50000.00000 50000.00+AHw- 38000.00000 38000.00+AHw- 24500.00000 24500.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 303-07449 1346.000 TON +AHw- 36.00000 48456.00+AHw- 28.56000 38441.76+AHw- 28.00000 37688.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0008 304-07491 500.000 TON +AHw- 85.00000 42500.00+AHw- 140.00000 70000.00+AHw- 88.00000 44000.00 HMA PATCHING, TYPE C +AHw- +AHw- +AHw- 0009 306-08034 103199.000 SYS +AHw- 0.42000 43343.58+AHw- 0.80000 82559.20+AHw- 0.40000 41279.60 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0010 306-08043 1780.000 SYS +AHw- 0.50000 890.00+AHw- 2.50000 4450.00+AHw- 2.50000 4450.00 MILLING, TRANSITION +AHw- +AHw- +AHw- 0011 306-08432 17813.000 SYS +AHw- 2.25000 40079.25+AHw- 2.50000 44532.50+AHw- 1.40000 24938.20 MILLING, APPROACH +AHw- +AHw- +AHw- 0012 401-06264 LUMP +AHw- 1950.00000 1950.00+AHw- 2000.00000 2000.00+AHw- 3500.00000 3500.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0013 401-07328 8661.000 TON +AHw- 56.00000 485016.00+AHw- 58.00000 502338.00+AHw- 65.00000 562965.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0014 402-07452 500.000 TON +AHw- 59.00000 29500.00+AHw- 43.00000 21500.00+AHw- 50.00000 25000.00 HMA WEDGE AND LEVEL, TYPE C +AHw- +AHw- +AHw- 0015 406-05520 37.000 TON +AHw- 300.00000 11100.00+AHw- 200.00000 7400.00+AHw- 300.00000 11100.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0016 610-07488 1470.000 TON +AHw- 109.00000 160230.00+AHw- 110.00000 161700.00+AHw- 120.00000 176400.00 HMA FOR APPROACHES, TYPE C +AHw- +AHw- +AHw- 0017 615-06525 1.000 EACH +AHw- 525.00000 525.00+AHw- 800.00000 800.00+AHw- 220.00000 220.00 CASTING ADJUSTED TO GRADE, MONUMENT +AHw- +AHw- +AHw- 0018 720-44000 4.000 EACH +AHw- 370.00000 1480.00+AHw- 800.00000 3200.00+AHw- 485.00000 1940.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 351 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,295,376.14 ROUTE : 144 CALL ORDER : 351 CONTRACT ID : RS-28828-A COUNTIES : MORGAN JOHNSON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 31-4351261 +AHw-( 6 ) 35-0918397 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-SHELLY +ACY- SANDS INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06203 3732.000 LFT +AHw- 0.65000 2425.80+AHw- 0.33000 1231.56+AHw- 0.25000 933.00 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0020 801-06207 3732.000 LFT +AHw- 1.30000 4851.60+AHw- 1.25000 4665.00+AHw- 1.15000 4291.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0021 801-06640 48.000 EACH +AHw- 112.00000 5376.00+AHw- 116.00000 5568.00+AHw- 117.00000 5616.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0022 801-06775 LUMP +AHw- 30000.00000 30000.00+AHw- 6000.00000 6000.00+AHw- 38500.00000 38500.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0023 805-02503 1125.000 LFT +AHw- 0.36000 405.00+AHw- 0.37000 416.25+AHw- 0.43000 483.75 CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0024 805-78510 113.000 LFT +AHw- 1.00000 113.00+AHw- 1.05000 118.65+AHw- 1.00000 113.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0025 805-78795 360.000 LFT +AHw- 6.50000 2340.00+AHw- 6.85000 2466.00+AHw- 7.25000 2610.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0026 805-92951 3.000 EACH +AHw- 160.00000 480.00+AHw- 160.00000 480.00+AHw- 125.00000 375.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD +AHw- +AHw- +AHw- 0027 808-06694 200.000 LFT +AHw- 1.55000 310.00+AHw- 1.58000 316.00+AHw- 1.50000 300.00 LINE, PAINT, SOLID, YELLOW, 8 IN. +AHw- +AHw- +AHw- 0028 808-06712 5115.000 LFT +AHw- 0.11000 562.65+AHw- 0.12000 613.80+AHw- 0.11000 562.65 LINE, PAINT, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0029 808-06713 82197.000 LFT +AHw- 0.11000 9041.67+AHw- 0.12000 9863.64+AHw- 0.11000 9041.67 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0030 808-06714 39843.000 LFT +AHw- 0.11000 4382.73+AHw- 0.12000 4781.16+AHw- 0.11000 4382.73 LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0031 808-06726 403.000 LFT +AHw- 4.10000 1652.30+AHw- 4.25000 1712.75+AHw- 4.00000 1612.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0032 808-75078 100.000 LFT +AHw- 2.10000 210.00+AHw- 2.10000 210.00+AHw- 2.00000 200.00 TRANSVERSE MARKINGS, PAINT, SOLID, +AHw- +AHw- +AHw- YELLOW CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0033 808-75300 48.000 LFT +AHw- 2.05000 98.40+AHw- 2.10000 100.80+AHw- 2.00000 96.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0034 808-75320 14.000 EACH +AHw- 80.00000 1120.00+AHw- 85.00000 1190.00+AHw- 85.00000 1190.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0035 808-75325 4.000 EACH +AHw- 115.00000 460.00+AHw- 115.00000 460.00+AHw- 115.00000 460.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 351 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,295,376.14 ROUTE : 144 CALL ORDER : 351 CONTRACT ID : RS-28828-A COUNTIES : MORGAN JOHNSON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1917625 +AHw-( 5 ) 31-4351261 +AHw-( 6 ) 35-0918397 +AHw-MILESTONE CONTRACTORS, L.P. +AHw-SHELLY +ACY- SANDS INC +AHw-RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 808-75996 783.000 EACH +AHw- 4.25000 3327.75+AHw- 4.50000 3523.50+AHw- 5.00000 3915.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0037 808-75998 793.000 EACH +AHw- 14.75000 11696.75+AHw- 15.60000 12370.80+AHw- 15.00000 11895.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,007,526.48+AHw- +ACQ- 1,049,012.37+AHw- +ACQ- 1,061,861.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,007,526.48+AHw- +ACQ- 1,049,012.37+AHw- +ACQ- 1,061,861.40 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 361 -1 VENDOR RANKING CALL ORDER : 361 CONTRACT ID : RS-28833-A COUNTIES : WASHINGTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 07/15/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600283 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE O+AGA-MARA CONTRACTOR +ACQ- 667,907.50 100.0000+ACU- 2 35-2040801 GOHMANN ASPHALT +ACY- CONSTRUCTION, INC. +ACQ- 726,000.00 108.6977+ACU- 3 35-1418333 ROGERS GROUP, INC. +ACQ- 958,770.00 143.5483+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 845,555.11 ROUTE : 56 CALL ORDER : 361 CONTRACT ID : RS-28833-A COUNTIES : WASHINGTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1418333 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 2500.00000 2500.00+AHw- 2300.00000 2300.00+AHw- 7500.00000 7500.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 2000.00000 12000.00+AHw- 1225.00000 7350.00+AHw- 3000.00000 18000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 29000.00000 29000.00+AHw- 36200.00000 36200.00+AHw- 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 303-01180 500.000 TON +AHw- 20.00000 10000.00+AHw- 18.00000 9000.00+AHw- 25.00000 12500.00 COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0008 304-07491 1500.000 TON +AHw- 60.00000 90000.00+AHw- 85.00000 127500.00+AHw- 145.00000 217500.00 HMA PATCHING, TYPE C +AHw- +AHw- +AHw- 0009 306-08034 47500.000 SYS +AHw- 0.80000 38000.00+AHw- 0.85000 40375.00+AHw- 1.50000 71250.00 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0010 306-08043 500.000 SYS +AHw- 2.00000 1000.00+AHw- 2.35000 1175.00+AHw- 5.50000 2750.00 MILLING, TRANSITION +AHw- +AHw- +AHw- 0011 306-08432 11000.000 SYS +AHw- 1.50000 16500.00+AHw- 2.85000 31350.00+AHw- 3.50000 38500.00 MILLING, APPROACH +AHw- +AHw- +AHw- 0012 401-07334 3800.000 TON +AHw- 62.00000 235600.00+AHw- 58.00000 220400.00+AHw- 70.00000 266000.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0013 402-07434 540.000 TON +AHw- 70.00000 37800.00+AHw- 58.00000 31320.00+AHw- 80.00000 43200.00 HMA SURFACE, TYPE C +AHw- +AHw- +AHw- 0014 402-07452 250.000 TON +AHw- 70.00000 17500.00+AHw- 58.00000 14500.00+AHw- 80.00000 20000.00 HMA WEDGE AND LEVEL, TYPE C +AHw- +AHw- +AHw- 0015 406-05520 16.500 TON +AHw- 300.00000 4950.00+AHw- 200.00000 3300.00+AHw- 350.00000 5775.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0016 610-07488 900.000 TON +AHw- 75.00000 67500.00+AHw- 85.00000 76500.00+AHw- 110.00000 99000.00 HMA FOR APPROACHES, TYPE C +AHw- +AHw- +AHw- 0017 615-06525 3.000 EACH +AHw- 200.00000 600.00+AHw- 1100.00000 3300.00+AHw- 500.00000 1500.00 CASTING ADJUSTED TO GRADE, MONUMENT +AHw- +AHw- +AHw- 0018 720-44000 38.000 EACH +AHw- 100.00000 3800.00+AHw- 325.00000 12350.00+AHw- 450.00000 17100.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 845,555.11 ROUTE : 56 CALL ORDER : 361 CONTRACT ID : RS-28833-A COUNTIES : WASHINGTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1418333 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06203 1300.000 LFT +AHw- 1.00000 1300.00+AHw- 0.35000 455.00+AHw- 1.00000 1300.00 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0020 801-06207 1300.000 LFT +AHw- 1.00000 1300.00+AHw- 1.00000 1300.00+AHw- 2.75000 3575.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0021 801-06640 47.000 EACH +AHw- 110.00000 5170.00+AHw- 105.00000 4935.00+AHw- 120.00000 5640.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0022 801-06775 LUMP +AHw- 40000.00000 40000.00+AHw- 56512.20000 56512.20+AHw- 35000.00000 35000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0023 805-02503 5500.000 LFT +AHw- 0.50000 2750.00+AHw- 0.36000 1980.00+AHw- 0.40000 2200.00 CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0024 805-78510 550.000 LFT +AHw- 1.00000 550.00+AHw- 1.00000 550.00+AHw- 1.00000 550.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0025 805-78795 1760.000 LFT +AHw- 7.00000 12320.00+AHw- 6.60000 11616.00+AHw- 7.00000 12320.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0026 805-92951 10.000 EACH +AHw- 125.00000 1250.00+AHw- 120.00000 1200.00+AHw- 125.00000 1250.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD +AHw- +AHw- +AHw- 0027 808-06703 38400.000 LFT +AHw- 0.35000 13440.00+AHw- 0.30000 11520.00+AHw- 0.30000 11520.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0028 808-75240 1500.000 LFT +AHw- 0.35000 525.00+AHw- 0.30000 450.00+AHw- 0.30000 450.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0029 808-75245 20050.000 LFT +AHw- 0.35000 7017.50+AHw- 0.30000 6015.00+AHw- 0.30000 6015.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0030 808-75278 100.000 LFT +AHw- 3.50000 350.00+AHw- 3.00000 300.00+AHw- 3.50000 350.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0031 808-75297 245.000 LFT +AHw- 6.50000 1592.50+AHw- 6.00000 1470.00+AHw- 6.50000 1592.50 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0032 808-75300 340.000 LFT +AHw- 1.25000 425.00+AHw- 1.00000 340.00+AHw- 1.00000 340.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0033 808-75320 19.000 EACH +AHw- 65.00000 1235.00+AHw- 60.00000 1140.00+AHw- 65.00000 1235.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0034 808-75325 5.000 EACH +AHw- 130.00000 650.00+AHw- 120.00000 600.00+AHw- 135.00000 675.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 845,555.11 ROUTE : 56 CALL ORDER : 361 CONTRACT ID : RS-28833-A COUNTIES : WASHINGTON LETTING DATE : 02/21/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-2040801 +AHw-( 3 ) 35-1418333 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw-ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75996 300.000 EACH +AHw- 12.00000 3600.00+AHw- 5.00000 1500.00+AHw- 5.00000 1500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0036 808-75998 311.000 EACH +AHw- 22.00000 6842.00+AHw- 20.80000 6468.80+AHw- 22.00000 6842.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0037 808-92027 400.000 LFT +AHw- 1.50000 600.00+AHw- 1.30000 520.00+AHw- 1.50000 600.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0038 808-75260 25.000 LFT +AHw- 3.50000 87.50+AHw- 3.00000 75.00+AHw- 3.50000 87.50 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, WHITE, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0039 808-06705 100.000 LFT +AHw- 1.50000 150.00+AHw- 1.30000 130.00+AHw- 1.50000 150.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 667,907.50+AHw- +ACQ- 726,000.00+AHw- +ACQ- 958,770.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 667,907.50+AHw- +ACQ- 726,000.00+AHw- +ACQ- 958,770.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 371 -1 VENDOR RANKING CALL ORDER : 371 CONTRACT ID : RS-28989-A COUNTIES : KOSCIUSKO LETTING DATE : 02/21/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 08/24/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600330 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND +ACY- BROWN INC +ACQ- 1,468,944.24 100.0000+ACU- 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 1,507,165.68 102.6020+ACU- 3 35-1139301 E +ACY- B PAVING INC +ACQ- 1,561,322.46 106.2887+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,112,367.20 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-28989-A COUNTIES : KOSCIUSKO LETTING DATE : 02/21/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-0997978 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1139301 +AHw-PHEND +ACY- BROWN INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 5500.00000 5500.00+AHw- 6500.00000 6500.00+AHw- 3900.00000 3900.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 1852.00000 11112.00+AHw- 1585.83000 9514.98+AHw- 1758.30000 10549.80 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 2.000 EACH +AHw- 300.00000 600.00+AHw- 75.00000 150.00+AHw- 120.00000 240.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 12.000 MOS +AHw- 50.00000 600.00+AHw- 30.00000 360.00+AHw- 120.00000 1440.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0007 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0008 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0009 110-01001 LUMP +AHw- 70000.00000 70000.00+AHw- 75000.00000 75000.00+AHw- 78000.00000 78000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0010 202-90277 9.000 EACH +AHw- 220.00000 1980.00+AHw- 220.00000 1980.00+AHw- 220.00000 1980.00 DETECTOR HOUSING, REMOVE +AHw- +AHw- +AHw- 0011 203-91878 800.000 LFT +AHw- 15.00000 12000.00+AHw- 10.41000 8328.00+AHw- 10.73000 8584.00 LINEAR DITCH GRADING +AHw- +AHw- +AHw- 0012 213-08058 14.000 CYS +AHw- 170.00000 2380.00+AHw- 119.92000 1678.88+AHw- 74.37000 1041.18 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0013 301-07448 834.000 TON +AHw- 10.00000 8340.00+AHw- 23.81000 19857.54+AHw- 9.00000 7506.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0014 303-07449 2064.000 TON +AHw- 35.00000 72240.00+AHw- 19.91000 41094.24+AHw- 27.00000 55728.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0015 304-07490 204.000 TON +AHw- 95.00000 19380.00+AHw- 94.67000 19312.68+AHw- 140.00000 28560.00 HMA PATCHING, TYPE B FULL DEPTH +AHw- +AHw- +AHw- 0016 305-60400 51.000 TON +AHw- 10.00000 510.00+AHw- 5.00000 255.00+AHw- 9.00000 459.00 COMPACTED AGGREGATE FOR PATCHING +AHw- +AHw- +AHw- 0017 306-08042 188752.000 SYS +AHw- 0.55000 103813.60+AHw- 0.39000 73613.28+AHw- 0.35000 66063.20 MILLING, SCARIFICATION/PROFILE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,112,367.20 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-28989-A COUNTIES : KOSCIUSKO LETTING DATE : 02/21/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0997978 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1139301 +AHw-PHEND +ACY- BROWN INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 306-08043 3010.000 SYS +AHw- 0.01000 30.10+AHw- 0.01000 30.10+AHw- 0.14000 421.40 MILLING, TRANSITION +AHw- +AHw- +AHw- 0019 306-08432 14994.000 SYS +AHw- 0.01000 149.94+AHw- 0.01000 149.94+AHw- 0.10000 1499.40 MILLING, APPROACH +AHw- +AHw- +AHw- 0020 401-06264 LUMP +AHw- 8000.00000 8000.00+AHw- 1845.00000 1845.00+AHw- 4000.00000 4000.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0021 401-09050 15469.000 TON +AHw- 51.00000 788919.00+AHw- 53.30000 824497.70+AHw- 57.00000 881733.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm-PWL +AHw- +AHw- +AHw- 0022 402-07432 882.000 TON +AHw- 48.00000 42336.00+AHw- 50.42000 44470.44+AHw- 63.00000 55566.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0023 406-05520 72.000 TON +AHw- 0.10000 7.20+AHw- 10.00000 720.00+AHw- 5.00000 360.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0024 507-07479 562.000 TON +AHw- 95.00000 53390.00+AHw- 77.78000 43712.36+AHw- 73.00000 41026.00 HMA PARTIAL DEPTH PATCH TYPE B +AHw- +AHw- +AHw- 0025 610-07486 1499.000 TON +AHw- 55.00000 82445.00+AHw- 74.59000 111810.41+AHw- 70.00000 104930.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0026 612-04315 5.000 TON +AHw- 2096.00000 10480.00+AHw- 2096.00000 10480.00+AHw- 2096.00000 10480.00 ASPHALT MATERIAL FOR UNDERSEAL +AHw- +AHw- +AHw- 0027 612-05081 1.000 EACH +AHw- 3500.00000 3500.00+AHw- 3000.00000 3000.00+AHw- 3500.00000 3500.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- UNDERSEAL +AHw- +AHw- +AHw- 0028 612-60410 82.000 EACH +AHw- 17.00000 1394.00+AHw- 17.00000 1394.00+AHw- 17.00000 1394.00 DRILLED HOLE FOR UNDERSEAL +AHw- +AHw- +AHw- 0029 615-06527 5.000 EACH +AHw- 500.00000 2500.00+AHw- 405.28000 2026.40+AHw- 450.00000 2250.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0030 715-01354 210.000 LFT +AHw- 20.00000 4200.00+AHw- 20.00000 4200.00+AHw- 18.53000 3891.30 CLEAN EXISTING PIPE +AHw- +AHw- +AHw- 0032 715-05121 90.000 LFT +AHw- 250.00000 22500.00+AHw- 97.51000 8775.90+AHw- 102.81000 9252.90 PIPE, TYPE 1, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0033 715-05595 10.000 LFT +AHw- 190.00000 1900.00+AHw- 56.34000 563.40+AHw- 38.38000 383.80 PIPE EXTENSION, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0035 715-08305 70.000 TON +AHw- 10.00000 700.00+AHw- 68.42000 4789.40+AHw- 73.00000 5110.00 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- OVER FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0036 720-44000 13.000 EACH +AHw- 500.00000 6500.00+AHw- 491.23000 6385.99+AHw- 400.00000 5200.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0037 720-45605 15.000 LFT +AHw- 300.00000 4500.00+AHw- 389.93000 5848.95+AHw- 200.00000 3000.00 STRUCTURE, MANHOLE, RECONSTRUCT +AHw- +AHw- +AHw- 0038 801-06203 5500.000 LFT +AHw- 0.40000 2200.00+AHw- 0.17000 935.00+AHw- 0.66000 3630.00 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,112,367.20 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-28989-A COUNTIES : KOSCIUSKO LETTING DATE : 02/21/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0997978 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1139301 +AHw-PHEND +ACY- BROWN INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 801-06207 5500.000 LFT +AHw- 1.20000 6600.00+AHw- 0.81000 4455.00+AHw- 0.76000 4180.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0040 801-06640 62.000 EACH +AHw- 90.00000 5580.00+AHw- 172.00000 10664.00+AHw- 90.00000 5580.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0041 801-06775 LUMP +AHw- 8000.00000 8000.00+AHw- 52238.09000 52238.09+AHw- 42700.00000 42700.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0042 801-92448 340.000 DAY +AHw- 1.00000 340.00+AHw- 0.01000 3.40+AHw- 1.00000 340.00 CONSTRUCTION SIGNS, MOBILE +AHw- +AHw- +AHw- 0043 805-78470 2175.000 LFT +AHw- 0.20000 435.00+AHw- 0.20000 435.00+AHw- 0.20000 435.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0044 805-78785 9.000 EACH +AHw- 550.00000 4950.00+AHw- 550.00000 4950.00+AHw- 550.00000 4950.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0045 805-78795 764.000 LFT +AHw- 7.00000 5348.00+AHw- 7.00000 5348.00+AHw- 7.00000 5348.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0046 808-03631 114380.000 LFT +AHw- 0.30000 34314.00+AHw- 0.30000 34314.00+AHw- 0.30000 34314.00 LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0047 808-03632 62920.000 LFT +AHw- 0.30000 18876.00+AHw- 0.30000 18876.00+AHw- 0.30000 18876.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0048 808-04896 8273.000 LFT +AHw- 0.30000 2481.90+AHw- 0.30000 2481.90+AHw- 0.30000 2481.90 LINE, EPOXY, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0049 808-05535 150.000 LFT +AHw- 6.50000 975.00+AHw- 6.50000 975.00+AHw- 6.50000 975.00 TRANSVERSE MARKINGS, EPOXY, SOLID, +AHw- +AHw- +AHw- WHITE, CROSSHATCH LINE, 24 IN. +AHw- +AHw- +AHw- 0050 808-06800 1200.000 LFT +AHw- 6.50000 7800.00+AHw- 6.50000 7800.00+AHw- 6.50000 7800.00 TRANSVERSE MARKINGS, EPOXY, SOLID, +AHw- +AHw- +AHw- YELLOW, CROSSHATCH LINE, 24 IN. +AHw- +AHw- +AHw- 0051 808-74805 190.000 LFT +AHw- 13.95000 2650.50+AHw- 13.95000 2650.50+AHw- 13.95000 2650.50 TRANSVERSE MARKINGS, EPOXY, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0052 808-74807 4.000 EACH +AHw- 180.00000 720.00+AHw- 180.00000 720.00+AHw- 180.00000 720.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE +AHw- +AHw- +AHw- INDICATIONS ARROWS +AHw- +AHw- +AHw- 0053 808-74808 4.000 EACH +AHw- 185.00000 740.00+AHw- 185.00000 740.00+AHw- 185.00000 740.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD +AHw- +AHw- +AHw- (ONLY) +AHw- +AHw- +AHw- 0054 808-75996 1184.000 EACH +AHw- 3.50000 4144.00+AHw- 2.28000 2699.52+AHw- 3.62000 4286.08 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,112,367.20 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-28989-A COUNTIES : KOSCIUSKO LETTING DATE : 02/21/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0997978 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1139301 +AHw-PHEND +ACY- BROWN INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-75998 1184.000 EACH +AHw- 14.75000 17464.00+AHw- 18.50000 21904.00+AHw- 17.00000 20128.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0056 808-98000 3500.000 LFT +AHw- 0.37000 1295.00+AHw- 0.37000 1295.00+AHw- 0.37000 1295.00 LINE, EPOXY, SOLID, YELLOW, 8 IN. +AHw- +AHw- +AHw- 0057 715-46010 4.000 EACH +AHw- 530.00000 2120.00+AHw- 333.17000 1332.68+AHw- 460.00000 1840.00 PIPE END SECTION, 18 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,468,944.24+AHw- +ACQ- 1,507,165.68+AHw- +ACQ- 1,561,322.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,468,944.24+AHw- +ACQ- 1,507,165.68+AHw- +ACQ- 1,561,322.46 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 391 -1 VENDOR RANKING CALL ORDER : 391 CONTRACT ID : RS-29203-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 08/01/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400229 200200J SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH +ACY- KELLY INC +ACQ- 2,811,500.81 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 3,356,232.89 119.3751+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,406,494.21 ROUTE : 30 CALL ORDER : 391 CONTRACT ID : RS-29203-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 3000.00000 3000.00+AHw- 40000.00000 40000.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 2200.00000 13200.00+AHw- 4065.00000 24390.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 3.000 EACH +AHw- 150.00000 450.00+AHw- 75.00000 225.00+AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 18.000 MOS +AHw- 150.00000 2700.00+AHw- 75.00000 1350.00+AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0006 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- 0007 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0008 110-01001 LUMP +AHw- 140700.00000 140700.00+AHw- 228400.00000 228400.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0009 202-02241 808.500 LFT +AHw- 4.00000 3234.00+AHw- 4.00000 3234.00+AHw- GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0010 202-04089 9.000 EACH +AHw- 45.00000 405.00+AHw- 45.00000 405.00+AHw- SIGN, SHEET, REMOVE +AHw- +AHw- +AHw- 0011 202-74040 1.000 EACH +AHw- 620.00000 620.00+AHw- 620.00000 620.00+AHw- SIGN AND SUPPORTS, WIDE FLANGE, REMOVE +AHw- +AHw- +AHw- 0012 202-74050 323.000 EACH +AHw- 24.00000 7752.00+AHw- 24.00000 7752.00+AHw- SIGN, OVERHEAD, REMOVE +AHw- +AHw- +AHw- 0013 202-93741 6.000 EACH +AHw- 200.00000 1200.00+AHw- 200.00000 1200.00+AHw- GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0014 203-02080 0.100 MILE +AHw- 20000.00000 2000.00+AHw- 27906.30000 2790.63+AHw- LINEAR GRADING +AHw- +AHw- +AHw- 0015 303-07449 2100.000 TON +AHw- 24.00000 50400.00+AHw- 33.00000 69300.00+AHw- COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0016 304-07489 1000.000 TON +AHw- 105.00000 105000.00+AHw- 150.00000 150000.00+AHw- HMA PATCHING, TYPE A +AHw- +AHw- +AHw- 0017 304-07783 500.000 TON +AHw- 125.00000 62500.00+AHw- 190.40000 95200.00+AHw- HMA PATCHING, TYPE D +AHw- +AHw- +AHw- 0018 306-08033 201104.000 SYS +AHw- 0.43000 86474.72+AHw- 0.67000 134739.68+AHw- MILLING, ASPHALT, 1 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,406,494.21 ROUTE : 30 CALL ORDER : 391 CONTRACT ID : RS-29203-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08036 2614.000 SYS +AHw- 0.70000 1829.80+AHw- 1.50000 3921.00+AHw- MILLING, ASPHALT, 2 IN. +AHw- +AHw- +AHw- 0020 306-08042 59131.000 SYS +AHw- 0.30000 17739.30+AHw- 0.51000 30156.81+AHw- MILLING, SCARIFICATION/PROFILE +AHw- +AHw- +AHw- 0021 306-08043 7434.000 SYS +AHw- 2.00000 14868.00+AHw- 2.40000 17841.60+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0022 306-08432 12873.000 SYS +AHw- 1.80000 23171.40+AHw- 3.15000 40549.95+AHw- MILLING, APPROACH +AHw- +AHw- +AHw- 0023 401-06264 LUMP +AHw- 4000.00000 4000.00+AHw- 5460.00000 5460.00+AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0024 401-07320 3291.000 TON +AHw- 56.00000 184296.00+AHw- 62.70000 206345.70+AHw- QC/QA-HMA, 1, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0025 401-07353 22409.000 TON +AHw- 52.50000 1176472.50+AHw- 62.05000 1390478.45+AHw- QC/QA-HMA, 4, 76, SURFACE, 12.5 mm +AHw- +AHw- +AHw- 0026 406-05520 60.000 TON +AHw- 600.00000 36000.00+AHw- 364.00000 21840.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0027 601-01740 1.000 EACH +AHw- 1800.00000 1800.00+AHw- 1800.00000 1800.00+AHw- GUARDRAIL TERMINAL SYSTEM, W BEAM, +AHw- +AHw- +AHw- CURVED, 4 +AHw- +AHw- +AHw- 0028 601-05999 2.000 EACH +AHw- 50.00000 100.00+AHw- 50.00000 100.00+AHw- CURVED TERMINAL END +AHw- +AHw- +AHw- 0029 601-08434 1.000 EACH +AHw- 900.00000 900.00+AHw- 900.00000 900.00+AHw- GUARDRAIL END TREATMENT, TYPE OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE, STAGE 2 +AHw- +AHw- +AHw- 0030 601-08436 1.000 EACH +AHw- 1200.00000 1200.00+AHw- 1200.00000 1200.00+AHw- GUARDRAIL END TREATMENT, TYPE MS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE, STAGE 2 +AHw- +AHw- +AHw- 0031 601-94689 3.000 EACH +AHw- 3345.51000 10036.53+AHw- 2700.00000 8100.00+AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0032 601-94690 2.000 EACH +AHw- 3600.00000 7200.00+AHw- 3600.00000 7200.00+AHw- GUARDRAIL END TREATMENT, MS +AHw- +AHw- +AHw- 0033 601-99105 562.500 LFT +AHw- 18.00000 10125.00+AHw- 18.00000 10125.00+AHw- GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0034 601-99108 200.000 LFT +AHw- 24.00000 4800.00+AHw- 24.00000 4800.00+AHw- GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. +AHw- +AHw- +AHw- 3 IN. SPACING +AHw- +AHw- +AHw- 0035 610-07788 2655.000 TON +AHw- 68.00000 180540.00+AHw- 83.55000 221825.25+AHw- HMA FOR APPROACHES, TYPE D +AHw- +AHw- +AHw- 0036 612-04315 125.090 TON +AHw- 1020.00000 127591.80+AHw- 1020.00000 127591.80+AHw- ASPHALT MATERIAL FOR UNDERSEAL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 391 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,406,494.21 ROUTE : 30 CALL ORDER : 391 CONTRACT ID : RS-29203-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 612-05081 1.000 EACH +AHw- 2850.00000 2850.00+AHw- 2850.00000 2850.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- UNDERSEAL +AHw- +AHw- +AHw- 0038 612-60410 1568.000 EACH +AHw- 9.90000 15523.20+AHw- 9.90000 15523.20+AHw- DRILLED HOLE FOR UNDERSEAL +AHw- +AHw- +AHw- 0039 715-01354 385.000 LFT +AHw- 17.00000 6545.00+AHw- 20.00000 7700.00+AHw- CLEAN EXISTING PIPE +AHw- +AHw- +AHw- 0041 720-45005 2.000 EACH +AHw- 2100.00000 4200.00+AHw- 1572.00000 3144.00+AHw- INLET, A2 +AHw- +AHw- +AHw- 0042 720-96995 2.000 EACH +AHw- 300.00000 600.00+AHw- 100.00000 200.00+AHw- CLEAN INLET , EXISTING +AHw- +AHw- +AHw- 0043 801-06203 5442.000 LFT +AHw- 0.35000 1904.70+AHw- 0.40000 2176.80+AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0044 801-06207 5442.000 LFT +AHw- 1.75000 9523.50+AHw- 0.98000 5333.16+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0045 801-06640 80.000 EACH +AHw- 120.00000 9600.00+AHw- 120.00000 9600.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0046 801-06710 70.000 DAY +AHw- 15.00000 1050.00+AHw- 15.00000 1050.00+AHw- FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0047 801-06775 LUMP +AHw- 65000.00000 65000.00+AHw- 25000.00000 25000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0048 801-09133 4.000 EACH +AHw- 3650.00000 14600.00+AHw- 3650.00000 14600.00+AHw- TEMPORARY CHANGEABLE MESSAGE SIGN +AHw- +AHw- +AHw- 0049 801-92448 300.000 DAY +AHw- 2.50000 750.00+AHw- 2.50000 750.00+AHw- CONSTRUCTION SIGNS, MOBILE +AHw- +AHw- +AHw- 0050 802-04893 28.000 EACH +AHw- 110.00000 3080.00+AHw- 110.00000 3080.00+AHw- REFERENCE POST +AHw- +AHw- +AHw- 0051 802-05701 4597.000 LFT +AHw- 7.72000 35488.84+AHw- 7.72000 35488.84+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0052 802-05702 2848.000 LFT +AHw- 11.22000 31954.56+AHw- 11.22000 31954.56+AHw- SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0053 802-07059 754.000 EACH +AHw- 32.00000 24128.00+AHw- 32.00000 24128.00+AHw- SIGN, SHEET, AND SUPPORTS, REMOVE +AHw- +AHw- +AHw- 0054 802-07060 8.000 EACH +AHw- 88.00000 704.00+AHw- 88.00000 704.00+AHw- SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0055 802-76025 2560.780 SFT +AHw- 11.22000 28731.95+AHw- 11.22000 28731.95+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 391 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,406,494.21 ROUTE : 30 CALL ORDER : 391 CONTRACT ID : RS-29203-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 802-76035 3705.740 SFT +AHw- 12.22000 45284.14+AHw- 12.22000 45284.14+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0057 802-76045 646.750 SFT +AHw- 17.00000 10994.75+AHw- 17.00000 10994.75+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.125 IN. THICKNESS +AHw- +AHw- +AHw- 0058 805-02327 74.000 EACH +AHw- 118.00000 8732.00+AHw- 118.00000 8732.00+AHw- SIGNAL DETECTOR HOUSING, ADJUST TO GRAD +AHw- +AHw- +AHw- 0059 805-02441 17952.000 LFT +AHw- 0.32000 5744.64+AHw- 0.32000 5744.64+AHw- SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0060 805-78795 4500.000 LFT +AHw- 8.00000 36000.00+AHw- 8.00000 36000.00+AHw- SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0061 808-03002 1974.000 LFT +AHw- 0.42000 829.08+AHw- 0.42000 829.08+AHw- LINE, EPOXY, BROKEN, WHITE, 4 IN. +AHw- +AHw- +AHw- 0062 808-03631 7896.000 LFT +AHw- 0.42000 3316.32+AHw- 0.42000 3316.32+AHw- LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0063 808-03632 7896.000 LFT +AHw- 0.42000 3316.32+AHw- 0.42000 3316.32+AHw- LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0064 808-06701 13153.000 LFT +AHw- 0.29000 3814.37+AHw- 0.29000 3814.37+AHw- LINE, THERMOPLASTIC, BROKEN, WHITE, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0065 808-06703 52612.000 LFT +AHw- 0.29000 15257.48+AHw- 0.29000 15257.48+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0066 808-74807 2.000 EACH +AHw- 200.00000 400.00+AHw- 200.00000 400.00+AHw- PAVEMENT MESSAGE MARKINGS, EPOXY, LANE +AHw- +AHw- +AHw- INDICATIONS ARROWS +AHw- +AHw- +AHw- 0067 808-74808 1.000 EACH +AHw- 287.00000 287.00+AHw- 287.00000 287.00+AHw- PAVEMENT MESSAGE MARKINGS, EPOXY, WORD +AHw- +AHw- +AHw- (ONLY) +AHw- +AHw- +AHw- 0068 808-75245 75937.000 LFT +AHw- 0.29000 22021.73+AHw- 0.29000 22021.73+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0069 808-75297 2085.000 LFT +AHw- 3.98000 8298.30+AHw- 3.98000 8298.30+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0070 808-75320 93.000 EACH +AHw- 121.00000 11253.00+AHw- 121.00000 11253.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0071 808-75325 56.000 EACH +AHw- 174.00000 9744.00+AHw- 174.00000 9744.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 391 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,406,494.21 ROUTE : 30 CALL ORDER : 391 CONTRACT ID : RS-29203-A COUNTIES : LAKE LETTING DATE : 02/21/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-75994 100.000 EACH +AHw- 8.00000 800.00+AHw- 6.00000 600.00+AHw- PRISMATIC REFLECTOR +AHw- +AHw- +AHw- 0073 808-75996 1372.000 EACH +AHw- 4.25000 5831.00+AHw- 5.30000 7271.60+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0074 808-75998 1372.000 EACH +AHw- 21.00000 28812.00+AHw- 16.00000 21952.00+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0075 601-99123 4.000 EACH +AHw- 2400.00000 9600.00+AHw- 2400.00000 9600.00+AHw- GUARDRAIL TRANSITION, GP +AHw- +AHw- +AHw- 0076 805-01842 8.000 EACH +AHw- 540.00000 4320.00+AHw- 540.00000 4320.00+AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0077 805-06592 1040.000 LFT +AHw- 10.85000 11284.00+AHw- 10.85000 11284.00+AHw- CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0078 805-78785 9.000 EACH +AHw- 480.00000 4320.00+AHw- 480.00000 4320.00+AHw- SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0079 805-78510 2080.000 LFT +AHw- 0.80000 1664.00+AHw- 0.80000 1664.00+AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0080 202-01300 1.000 EACH +AHw- 1200.00000 1200.00+AHw- 1200.00000 1200.00+AHw- TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0081 202-96151 LUMP +AHw- 800.00000 800.00+AHw- 800.00000 800.00+AHw- TRANSPORTATION OF SALVAGEABLE ITEMS +AHw- +AHw- +AHw- 0082 202-96133 350.000 LFT +AHw- 9.00000 3150.00+AHw- 22.50000 7875.00+AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0083 203-02000 542.000 CYS +AHw- 18.00000 9756.00+AHw- 24.90000 13495.80+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0084 203-02070 359.000 CYS +AHw- 12.00000 4308.00+AHw- 33.10000 11882.90+AHw- BORROW +AHw- +AHw- +AHw- 0085 621-01004 1.000 EACH +AHw- 450.00000 450.00+AHw- 450.00000 450.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0086 621-06559 659.000 SYS +AHw- 1.32000 869.88+AHw- 1.32000 869.88+AHw- MULCHED SEEDING, R +AHw- +AHw- +AHw- 0087 715-36000 20.000 LFT +AHw- 25.00000 500.00+AHw- 74.76000 1495.20+AHw- PIPE, CAST IRON, STANDARD, 12 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,811,500.81+AHw- +ACQ- 3,356,232.89+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,811,500.81+AHw- +ACQ- 3,356,232.89+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 411 -1 VENDOR RANKING CALL ORDER : 411 CONTRACT ID : B -28567-B COUNTIES : MONTGOMERY LETTING DATE : 02/21/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 09/21/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9954035 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING +ACY- SERVICES +ACQ- 1,851,824.55 100.0000+ACU- 2 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 1,887,076.90 101.9037+ACU- 90-0177865 HIS CONSTRUCTORS LLC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,921,589.66 ROUTE : ST 1001 CALL ORDER : 411 CONTRACT ID : B -28567-B COUNTIES : MONTGOMERY LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : 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DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,921,589.66 ROUTE : ST 1001 CALL ORDER : 411 CONTRACT ID : B -28567-B COUNTIES : MONTGOMERY LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1618530 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-AMERICAN CONTRACTING +ACY- SERVI +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 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800.00000 320.00+AHw- STRUCTURE, MANHOLE, RECONSTRUCT +AHw- +AHw- +AHw- 0067 720-98174 2.000 EACH +AHw- 3500.00000 7000.00+AHw- 3000.00000 6000.00+AHw- INLET, B15 +AHw- +AHw- +AHw- 0068 720-98555 1.000 EACH +AHw- 3500.00000 3500.00+AHw- 3000.00000 3000.00+AHw- INLET, C15 +AHw- +AHw- +AHw- 0069 720-99416 1.000 EACH +AHw- 4000.00000 4000.00+AHw- 3200.00000 3200.00+AHw- CATCH BASIN, B15 +AHw- +AHw- +AHw- 0070 720-99417 3.000 EACH +AHw- 4000.00000 12000.00+AHw- 3200.00000 9600.00+AHw- CATCH BASIN, C15 +AHw- +AHw- +AHw- 0071 723-06660 192.000 SYS +AHw- 850.00000 163200.00+AHw- 500.00000 96000.00+AHw- WINGWALL +AHw- +AHw- +AHw- 0072 723-08602 116.000 LFT +AHw- 4900.00000 568400.00+AHw- 6500.00000 754000.00+AHw- STRUCTURE, PRECAST THREE-SIDED, 504 IN. +AHw- +AHw- +AHw- X 168 IN. +AHw- +AHw- +AHw- 0073 732-08419 10.000 SYS +AHw- 110.00000 1100.00+AHw- 105.00000 1050.00+AHw- MODULAR BLOCK WALL +AHw- +AHw- +AHw- 0074 732-08420 43.000 SYS +AHw- 120.00000 5160.00+AHw- 105.00000 4515.00+AHw- MODULAR BLOCK WALL WITH GROUND +AHw- +AHw- +AHw- REINFORCEMENT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,921,589.66 ROUTE : ST 1001 CALL ORDER : 411 CONTRACT ID : B -28567-B COUNTIES : MONTGOMERY LETTING DATE : 02/21/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1618530 +AHw-( 2 ) 35-1917625 +AHw-( ) +AHw-AMERICAN CONTRACTING +ACY- SERVI +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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 732-08421 53.000 SYS +AHw- 150.00000 7950.00+AHw- 200.00000 10600.00+AHw- MODULAR BLOCK WALL ERECTION +AHw- +AHw- +AHw- 0076 801-04308 5.000 EACH +AHw- 325.00000 1625.00+AHw- 300.00000 1500.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0077 801-06625 25.000 EACH +AHw- 85.00000 2125.00+AHw- 80.00000 2000.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0078 801-06640 10.000 EACH +AHw- 225.00000 2250.00+AHw- 195.00000 1950.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0079 801-06645 2.000 EACH +AHw- 85.00000 170.00+AHw- 85.00000 170.00+AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0080 801-06775 LUMP +AHw- 11000.00000 11000.00+AHw- 12800.00000 12800.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0081 801-07118 48.000 LFT +AHw- 10.00000 480.00+AHw- 10.00000 480.00+AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0082 802-05701 96.000 LFT +AHw- 20.00000 1920.00+AHw- 14.00000 1344.00+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0083 802-05702 19.000 LFT +AHw- 20.00000 380.00+AHw- 9.00000 171.00+AHw- SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0084 802-76025 43.600 SFT +AHw- 22.00000 959.20+AHw- 23.00000 1002.80+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0085 802-76035 14.600 SFT +AHw- 70.00000 1022.00+AHw- 30.00000 438.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0087 808-06703 105.000 LFT +AHw- 0.95000 99.75+AHw- 0.80000 84.00+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0089 808-75245 1592.000 LFT +AHw- 0.95000 1512.40+AHw- 0.80000 1273.60+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0090 808-75297 59.000 LFT +AHw- 5.00000 295.00+AHw- 5.00000 295.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,851,824.55+AHw- +ACQ- 1,887,076.90+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,851,824.55+AHw- +ACQ- 1,887,076.90+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -1 VENDOR RANKING CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 09/15/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0100380 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC +ACQ- 2,745,028.14 100.0000+ACU- 2 35-1609544 SCHUTT-LOOKABILL CO +ACQ- 3,077,059.22 112.0957+ACU- 3 35-1364963 ERBER +ACY- MILLIGAN CONSTR. CO. +ACQ- 3,184,117.99 115.9958+ACU- 4 35-1128289 BEATY CONSTRUCTION INC +ACQ- 3,217,006.76 117.1939+ACU- 5 35-2040801 GOHMANN ASPHALT +ACY- CONSTRUCTION, INC. +ACQ- 3,550,000.00 129.3247+ACU- 6 35-1618530 AMERICAN CONTRACTING +ACY- SERVICES +ACQ- 3,819,033.40 139.1255+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9- +AHw-( 1 ) 05-0558668 +AHw-( 2 ) 35-1609544 +AHw-( 3 ) 35-1364963 +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw-SCHUTT-LOOKABILL CO +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT AND WIDENING +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 12948.84000 12948.84+AHw- 20012.10000 20012.10+AHw- 12000.00000 12000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 12.000 MOS +AHw- 2562.00000 30744.00+AHw- 1829.34000 21952.08+AHw- 1250.00000 15000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 3.000 EACH +AHw- 525.98000 1577.94+AHw- 216.00000 648.00+AHw- 150.00000 450.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 36.000 MOS +AHw- 151.95000 5470.20+AHw- 54.00000 1944.00+AHw- 75.00000 2700.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 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- 0007 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- 0008 110-01001 LUMP +AHw- 137251.41000 137251.41+AHw- 153852.96000 153852.96+AHw- 155000.00000 155000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0009 202-02240 1123.300 SYS +AHw- 13.03000 14636.60+AHw- 6.87000 7717.07+AHw- 20.00000 22466.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0010 202-02241 699.000 LFT +AHw- 3.14000 2194.86+AHw- 3.24000 2264.76+AHw- 3.50000 2446.50 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0011 202-02279 1275.000 LFT +AHw- 3.61000 4602.75+AHw- 3.36000 4284.00+AHw- 7.50000 9562.50 CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0012 202-51328 LUMP +AHw- 367927.16000 367927.16+AHw- 383746.63000 383746.63+AHw- 395000.00000 395000.00 PRESENT STRUCTURE, REMOVE PORTIONS +AHw- +AHw- +AHw- 0013 202-51368 81.800 SYS +AHw- 37.27000 3048.69+AHw- 29.24000 2391.83+AHw- 24.00000 1963.20 SLOPEWALL, REMOVE +AHw- +AHw- +AHw- 0014 202-93741 2.000 EACH +AHw- 261.78000 523.56+AHw- 270.00000 540.00+AHw- 500.00000 1000.00 GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0015 202-94954 464.000 LFT +AHw- 27.53000 12773.92+AHw- 14.57000 6760.48+AHw- 35.00000 16240.00 BARRIER WALL, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0016 202-95027 1.000 EACH +AHw- 314.13000 314.13+AHw- 324.00000 324.00+AHw- 950.00000 950.00 IMPACT ATTENUATOR, REMOVE +AHw- +AHw- +AHw- 0017 203-02000 1360.000 CYS +AHw- 28.99000 39426.40+AHw- 25.81000 35101.60+AHw- 22.50000 30600.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 05-0558668 +AHw-( 2 ) 35-1609544 +AHw-( 3 ) 35-1364963 +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw-SCHUTT-LOOKABILL CO +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 211-06467 106.400 CYS +AHw- 67.50000 7182.00+AHw- 42.95000 4569.88+AHw- 45.00000 4788.00 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0019 213-04324 6.100 CYS +AHw- 272.79000 1664.02+AHw- 100.01000 610.06+AHw- 155.00000 945.50 FLOWABLE FILL +AHw- +AHw- +AHw- 0020 301-07448 931.000 TON +AHw- 26.45000 24624.95+AHw- 20.34000 18936.54+AHw- 23.50000 21878.50 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0021 302-07455 193.900 CYS +AHw- 37.64000 7298.40+AHw- 58.31000 11306.31+AHw- 47.50000 9210.25 DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0022 306-08034 3981.000 SYS +AHw- 3.28000 13057.68+AHw- 2.82000 11226.42+AHw- 2.00000 7962.00 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0023 306-08041 428.000 SYS +AHw- 3.80000 1626.40+AHw- 11.39000 4874.92+AHw- 5.00000 2140.00 MILLING, PCCP , 1 1/2+ACI- +AHw- +AHw- +AHw- 0024 402-07434 365.000 TON +AHw- 71.20000 25988.00+AHw- 73.44000 26805.60+AHw- 76.00000 27740.00 HMA SURFACE, TYPE C +AHw- +AHw- +AHw- 0025 402-07439 500.000 TON +AHw- 58.64000 29320.00+AHw- 60.48000 30240.00+AHw- 66.00000 33000.00 HMA INTERMEDIATE, TYPE C +AHw- +AHw- +AHw- 0026 402-07442 1914.600 TON +AHw- 45.03000 86214.44+AHw- 46.44000 88914.02+AHw- 50.00000 95730.00 HMA BASE, TYPE C +AHw- +AHw- +AHw- 0027 406-05521 7043.000 SYS +AHw- 0.29000 2042.47+AHw- 0.30000 2112.90+AHw- 0.28000 1972.04 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0028 507-07505 128.000 EACH +AHw- 24.95000 3193.60+AHw- 32.80000 4198.40+AHw- 24.00000 3072.00 RETROFIT LOAD TRANSFER +AHw- +AHw- +AHw- 0029 601-01522 2.000 EACH +AHw- 1780.09000 3560.18+AHw- 1836.00000 3672.00+AHw- 1850.00000 3700.00 GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0030 601-08433 1.000 EACH +AHw- 942.40000 942.40+AHw- 972.00000 972.00+AHw- 900.00000 900.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE, STAGE 1 +AHw- +AHw- +AHw- 0031 601-94689 2.000 EACH +AHw- 2722.48000 5444.96+AHw- 2808.00000 5616.00+AHw- 2750.00000 5500.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0032 601-94690 1.000 EACH +AHw- 3664.88000 3664.88+AHw- 3780.00000 3780.00+AHw- 3750.00000 3750.00 GUARDRAIL END TREATMENT, MS +AHw- +AHw- +AHw- 0033 601-99105 700.000 LFT +AHw- 17.80000 12460.00+AHw- 18.36000 12852.00+AHw- 17.50000 12250.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0034 601-99108 160.000 LFT +AHw- 24.08000 3852.80+AHw- 24.84000 3974.40+AHw- 24.00000 3840.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. +AHw- +AHw- +AHw- 3 IN. SPACING +AHw- +AHw- +AHw- 0035 601-99123 1.000 EACH +AHw- 2931.91000 2931.91+AHw- 3024.00000 3024.00+AHw- 3000.00000 3000.00 GUARDRAIL TRANSITION, GP , MODIFIED +AHw- +AHw- +AHw- 0036 602-06729 80.000 EACH +AHw- 8.38000 670.40+AHw- 9.18000 734.40+AHw- 8.50000 680.00 BARRIER DELINEATOR +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 05-0558668 +AHw-( 2 ) 35-1609544 +AHw-( 3 ) 35-1364963 +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw-SCHUTT-LOOKABILL CO +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 605-06145 583.000 LFT +AHw- 24.45000 14254.35+AHw- 27.92000 16277.36+AHw- 35.00000 20405.00 CURB AND GUTTER, B, CONCRETE , MODIFIED +AHw- +AHw- +AHw- 0038 605-06150 696.000 LFT +AHw- 22.44000 15618.24+AHw- 24.70000 17191.20+AHw- 25.00000 17400.00 CURB AND GUTTER, C, CONCRETE , MODIFIED +AHw- +AHw- +AHw- 0039 609-06259 1108.400 SYS +AHw- 68.61000 76047.32+AHw- 80.25000 88949.10+AHw- 79.50000 88117.80 REINFORCED CONCRETE BRIDGE APPROACH 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0040 616-02320 283.100 SYS +AHw- 2.77000 784.19+AHw- 5.89000 1667.46+AHw- 3.00000 849.30 GEOTEXTILES +AHw- +AHw- +AHw- 0041 616-06451 22.200 TON +AHw- 29.76000 660.67+AHw- 37.71000 837.16+AHw- 30.00000 666.00 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0042 616-51367 72.000 SYS +AHw- 127.75000 9198.00+AHw- 77.13000 5553.36+AHw- 55.00000 3960.00 SLOPEWALL, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0043 616-93772 12.000 EACH +AHw- 401.78000 4821.36+AHw- 156.79000 1881.48+AHw- 150.00000 1800.00 INSPECTION HOLE +AHw- +AHw- +AHw- 0044 619-05926 LUMP +AHw- 1570.66000 1570.66+AHw- 1695.00000 1695.00+AHw- 2000.00000 2000.00 ENVIRONMENTAL CONTROL +AHw- +AHw- +AHw- 0045 619-51860 LUMP +AHw- 8376.87000 8376.87+AHw- 9040.00000 9040.00+AHw- 10000.00000 10000.00 PAINT STEEL BRIDGE, PARTIAL +AHw- +AHw- +AHw- 0046 619-60999 LUMP +AHw- 22512.84000 22512.84+AHw- 24295.00000 24295.00+AHw- 25000.00000 25000.00 CLEAN STEEL BRIDGE, PARTIAL +AHw- +AHw- +AHw- 0047 619-98427 4.000 EACH +AHw- 130.89000 523.56+AHw- 141.25000 565.00+AHw- 250.00000 1000.00 CLEAN DRAINS +AHw- +AHw- +AHw- 0048 621-01004 2.000 EACH +AHw- 261.78000 523.56+AHw- 270.00000 540.00+AHw- 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0049 621-06560 700.000 SYS +AHw- 1.38000 966.00+AHw- 1.43000 1001.00+AHw- 1.50000 1050.00 MULCHED SEEDING, U +AHw- +AHw- +AHw- 0050 621-06574 592.400 SYS +AHw- 5.88000 3483.31+AHw- 6.07000 3595.87+AHw- 6.00000 3554.40 SODDING +AHw- +AHw- +AHw- 0051 702-51005 95.700 CYS +AHw- 447.73000 42847.76+AHw- 901.22000 86246.75+AHw- 750.00000 71775.00 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0052 702-51110 768.000 LBS +AHw- 2.79000 2142.72+AHw- 5.12000 3932.16+AHw- 3.25000 2496.00 GRATES, BASINS, AND FITTINGS, CAST IRON +AHw- +AHw- +AHw- 0053 702-51863 224.000 EACH +AHw- 15.77000 3532.48+AHw- 72.60000 16262.40+AHw- 40.00000 8960.00 FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0054 703-51032 412230.000 LBS +AHw- 0.89000 366884.70+AHw- 0.82000 338028.60+AHw- 0.95000 391618.50 REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0055 704-51002 1257.900 CYS +AHw- 354.85000 446365.82+AHw- 461.20000 580143.48+AHw- 500.00000 628950.00 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 05-0558668 +AHw-( 2 ) 35-1609544 +AHw-( 3 ) 35-1364963 +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw-SCHUTT-LOOKABILL CO +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 706-05734 4.000 EACH +AHw- 1532.40000 6129.60+AHw- 2200.00000 8800.00+AHw- 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT +AHw- +AHw- +AHw- 0057 706-51020 223.000 CYS +AHw- 283.22000 63158.06+AHw- 456.92000 101893.16+AHw- 395.00000 88085.00 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0058 709-51821 LUMP +AHw- 17921.14000 17921.14+AHw- 26507.54000 26507.54+AHw- 27500.00000 27500.00 SURFACE SEAL +AHw- +AHw- +AHw- 0061 711-51877 LUMP +AHw- 87457.02000 87457.02+AHw- 55200.50000 55200.50+AHw- 47500.00000 47500.00 JACKING AND SUPPORTING BEAMS +AHw- +AHw- +AHw- 0062 715-91361 18.500 LFT +AHw- 30.21000 558.89+AHw- 118.62000 2194.47+AHw- 50.00000 925.00 PIPE, PVC, 6 IN. +AHw- +AHw- +AHw- 0063 720-44000 3.000 EACH +AHw- 347.37000 1042.11+AHw- 616.44000 1849.32+AHw- 300.00000 900.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0064 724-51925 337.000 LFT +AHw- 103.99000 35044.63+AHw- 138.30000 46607.10+AHw- 110.00000 37070.00 STRUCTURAL EXPANSION JOINT, SS +AHw- +AHw- +AHw- 0065 726-92406 32.000 EACH +AHw- 481.28000 15400.96+AHw- 1762.69000 56406.08+AHw- 1250.00000 40000.00 BEARING ASSEMBLY, ELASTOMERIC , TYPE A +AHw- +AHw- +AHw- 0066 726-92406 32.000 EACH +AHw- 481.28000 15400.96+AHw- 1932.19000 61830.08+AHw- 1150.00000 36800.00 BEARING ASSEMBLY, ELASTOMERIC , TYPE B +AHw- +AHw- +AHw- 0068 801-03290 1.000 EACH +AHw- 235.60000 235.60+AHw- 243.00000 243.00+AHw- 300.00000 300.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0069 801-06207 21390.000 LFT +AHw- 0.96000 20534.40+AHw- 0.99000 21176.10+AHw- 1.00000 21390.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0070 801-06625 7.000 EACH +AHw- 76.44000 535.08+AHw- 78.84000 551.88+AHw- 200.00000 1400.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0071 801-06640 30.000 EACH +AHw- 153.93000 4617.90+AHw- 158.76000 4762.80+AHw- 200.00000 6000.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0072 801-06645 6.000 EACH +AHw- 78.53000 471.18+AHw- 81.00000 486.00+AHw- 50.00000 300.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0073 801-06710 300.000 DAY +AHw- 16.75000 5025.00+AHw- 17.28000 5184.00+AHw- 17.50000 5250.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0074 801-06775 LUMP +AHw- 96894.41000 96894.41+AHw- 61909.74000 61909.74+AHw- 87500.00000 87500.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0075 801-07023 1.000 EACH +AHw- 2406.42000 2406.42+AHw- 7128.00000 7128.00+AHw- 3750.00000 3750.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0077 801-07215 240.000 DAY +AHw- 50.16000 12038.40+AHw- 51.73000 12415.20+AHw- 45.00000 10800.00 TEMPORARY CHANGEABLE MESSAGE SIGN +AHw- +AHw- +AHw- 0078 801-08400 3245.000 LFT +AHw- 12.07000 39167.15+AHw- 16.61000 53899.45+AHw- 19.50000 63277.50 TEMPORARY TRAFFIC BARRIER, TYPE 1 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 05-0558668 +AHw-( 2 ) 35-1609544 +AHw-( 3 ) 35-1364963 +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw-SCHUTT-LOOKABILL CO +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 801-08401 1379.000 LFT +AHw- 12.07000 16644.53+AHw- 19.01000 26214.79+AHw- 22.50000 31027.50 TEMPORARY TRAFFIC BARRIER, TYPE 2 , +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- 0080 805-06592 1053.000 LFT +AHw- 18.85000 19849.05+AHw- 19.44000 20470.32+AHw- 16.00000 16848.00 CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0081 805-86843 1053.000 LFT +AHw- 2.09000 2200.77+AHw- 2.16000 2274.48+AHw- 3.50000 3685.50 WIRE, NO. 4 COPPER, 1C +AHw- +AHw- +AHw- 0082 807-86750 20.000 EACH +AHw- 157.07000 3141.40+AHw- 162.00000 3240.00+AHw- 1000.00000 20000.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH +AHw- +AHw- +AHw- PRESSURE SODIUM, 150 WATT +AHw- +AHw- +AHw- 0083 807-86810 2.000 EACH +AHw- 4450.21000 8900.42+AHw- 4590.00000 9180.00+AHw- 2240.00000 4480.00 SERVICE POINT, II +AHw- +AHw- +AHw- 0084 808-03002 1877.000 LFT +AHw- 0.16000 300.32+AHw- 0.16000 300.32+AHw- 0.45000 844.65 LINE, EPOXY, BROKEN, WHITE, 4 IN. +AHw- +AHw- +AHw- 0085 808-03632 10289.000 LFT +AHw- 0.02000 205.78+AHw- 0.02000 205.78+AHw- 0.45000 4630.05 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0086 808-05534 683.000 LFT +AHw- 0.26000 177.58+AHw- 0.27000 184.41+AHw- 0.85000 580.55 LINE, EPOXY, SOLID, WHITE, 8 IN. +AHw- +AHw- +AHw- 0087 808-06716 4400.000 LFT +AHw- 0.60000 2640.00+AHw- 0.62000 2728.00+AHw- 0.75000 3300.00 LINE, REMOVE +AHw- +AHw- +AHw- 0088 808-07592 5892.000 LFT +AHw- 0.02000 117.84+AHw- 0.02000 117.84+AHw- 0.55000 3240.60 LINE, EPOXY, SOLID, WHITE, 5 IN. +AHw- +AHw- +AHw- 0089 808-74811 5693.000 LFT +AHw- 0.02000 113.86+AHw- 0.02000 113.86+AHw- 0.55000 3131.15 LINE, EPOXY, BROKEN, WHITE, 5 IN. +AHw- +AHw- +AHw- 0090 808-75994 50.000 EACH +AHw- 8.17000 408.50+AHw- 8.42000 421.00+AHw- 15.00000 750.00 PRISMATIC REFLECTOR +AHw- +AHw- +AHw- 0091 808-75996 20.000 EACH +AHw- 8.38000 167.60+AHw- 9.31000 186.20+AHw- 20.00000 400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0092 808-75998 35.000 EACH +AHw- 59.69000 2089.15+AHw- 61.56000 2154.60+AHw- 65.00000 2275.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0093 711-51864 64.000 EACH +AHw- 27.83000 1781.12+AHw- 72.32000 4628.48+AHw- 37.50000 2400.00 DRILLED HOLE +AHw- +AHw- +AHw- 0094 711-51035 44930.000 LBS +AHw- 6.75000 303277.50+AHw- 7.48000 336076.40+AHw- 7.95000 357193.50 STRUCTURAL STEEL +AHw- +AHw- +AHw- 0095 711-02371 192.000 EACH +AHw- 12.45000 2390.40+AHw- 48.59000 9329.28+AHw- 35.00000 6720.00 ANCHOR BOLT, AB , Gr 36 +AHw- +AHw- +AHw- 0096 711-02371 32.000 EACH +AHw- 34.70000 1110.40+AHw- 68.65000 2196.80+AHw- 55.00000 1760.00 ANCHOR BOLT, AB , Gr 449 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 05-0558668 +AHw-( 2 ) 35-1609544 +AHw-( 3 ) 35-1364963 +AHw-WEDDLE BROTHERS HIGHWAY GROU +AHw-SCHUTT-LOOKABILL CO +AHw-ERBER +ACY- MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 602-06945 680.000 LFT +AHw- 87.26000 59336.80+AHw- 64.67000 43975.60+AHw- 65.00000 44200.00 BARRIER, CONCRETE, 45 IN. +AHw- +AHw- +AHw- 0098 621-06570 155.000 CYS +AHw- 37.67000 5838.85+AHw- 40.98000 6351.90+AHw- 27.50000 4262.50 TOP SOIL +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,745,028.14+AHw- +ACQ- 3,077,059.22+AHw- +ACQ- 3,184,117.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,745,028.14+AHw- +ACQ- 3,077,059.22+AHw- +ACQ- 3,184,117.99 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1128289 +AHw-( 5 ) 35-2040801 +AHw-( 6 ) 35-1618530 +AHw-BEATY CONSTRUCTION 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 BRIDGE DECK REPLACEMENT AND WIDENING +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 11250.00000 11250.00+AHw- 24000.00000 24000.00+AHw- 14000.00000 14000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 12.000 MOS +AHw- 1500.00000 18000.00+AHw- 1500.00000 18000.00+AHw- 2500.00000 30000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 3.000 EACH +AHw- 325.00000 975.00+AHw- 500.00000 1500.00+AHw- 350.00000 1050.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 36.000 MOS +AHw- 150.00000 5400.00+AHw- 95.00000 3420.00+AHw- 100.00000 3600.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 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- 0007 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- 0008 110-01001 LUMP +AHw- 160850.00000 160850.00+AHw- 177000.00000 177000.00+AHw- 190000.00000 190000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0009 202-02240 1123.300 SYS +AHw- 18.25000 20500.23+AHw- 32.00000 35945.60+AHw- 17.00000 19096.10 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0010 202-02241 699.000 LFT +AHw- 4.00000 2796.00+AHw- 3.00000 2097.00+AHw- 3.00000 2097.00 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0011 202-02279 1275.000 LFT +AHw- 7.85000 10008.75+AHw- 9.00000 11475.00+AHw- 5.00000 6375.00 CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0012 202-51328 LUMP +AHw- 435511.35000 435511.35+AHw- 550000.00000 550000.00+AHw- 600000.00000 600000.00 PRESENT STRUCTURE, REMOVE PORTIONS +AHw- +AHw- +AHw- 0013 202-51368 81.800 SYS +AHw- 12.50000 1022.50+AHw- 75.00000 6135.00+AHw- 55.00000 4499.00 SLOPEWALL, REMOVE +AHw- +AHw- +AHw- 0014 202-93741 2.000 EACH +AHw- 200.00000 400.00+AHw- 250.00000 500.00+AHw- 260.00000 520.00 GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0015 202-94954 464.000 LFT +AHw- 14.75000 6844.00+AHw- 25.00000 11600.00+AHw- 17.00000 7888.00 BARRIER WALL, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0016 202-95027 1.000 EACH +AHw- 50.00000 50.00+AHw- 300.00000 300.00+AHw- 315.00000 315.00 IMPACT ATTENUATOR, REMOVE +AHw- +AHw- +AHw- 0017 203-02000 1360.000 CYS +AHw- 25.00000 34000.00+AHw- 24.00000 32640.00+AHw- 17.00000 23120.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0018 211-06467 106.400 CYS +AHw- 44.25000 4708.20+AHw- 75.00000 7980.00+AHw- 80.00000 8512.00 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1128289 +AHw-( 5 ) 35-2040801 +AHw-( 6 ) 35-1618530 +AHw-BEATY CONSTRUCTION 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 213-04324 6.100 CYS +AHw- 300.00000 1830.00+AHw- 190.00000 1159.00+AHw- 240.00000 1464.00 FLOWABLE FILL +AHw- +AHw- +AHw- 0020 301-07448 931.000 TON +AHw- 25.50000 23740.50+AHw- 23.00000 21413.00+AHw- 32.00000 29792.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0021 302-07455 193.900 CYS +AHw- 39.50000 7659.05+AHw- 50.00000 9695.00+AHw- 80.00000 15512.00 DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0022 306-08034 3981.000 SYS +AHw- 3.20000 12739.20+AHw- 4.60000 18312.60+AHw- 4.00000 15924.00 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0023 306-08041 428.000 SYS +AHw- 5.00000 2140.00+AHw- 10.00000 4280.00+AHw- 4.00000 1712.00 MILLING, PCCP , 1 1/2+ACI- +AHw- +AHw- +AHw- 0024 402-07434 365.000 TON +AHw- 75.00000 27375.00+AHw- 68.00000 24820.00+AHw- 70.00000 25550.00 HMA SURFACE, TYPE C +AHw- +AHw- +AHw- 0025 402-07439 500.000 TON +AHw- 61.50000 30750.00+AHw- 56.00000 28000.00+AHw- 59.00000 29500.00 HMA INTERMEDIATE, TYPE C +AHw- +AHw- +AHw- 0026 402-07442 1914.600 TON +AHw- 47.50000 90943.50+AHw- 48.00000 91900.80+AHw- 45.00000 86157.00 HMA BASE, TYPE C +AHw- +AHw- +AHw- 0027 406-05521 7043.000 SYS +AHw- 0.30000 2112.90+AHw- 0.28000 1972.04+AHw- 0.30000 2112.90 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0028 507-07505 128.000 EACH +AHw- 107.75000 13792.00+AHw- 30.00000 3840.00+AHw- 55.00000 7040.00 RETROFIT LOAD TRANSFER +AHw- +AHw- +AHw- 0029 601-01522 2.000 EACH +AHw- 1850.00000 3700.00+AHw- 1700.00000 3400.00+AHw- 1750.00000 3500.00 GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0030 601-08433 1.000 EACH +AHw- 650.00000 650.00+AHw- 900.00000 900.00+AHw- 950.00000 950.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE, STAGE 1 +AHw- +AHw- +AHw- 0031 601-94689 2.000 EACH +AHw- 2325.00000 4650.00+AHw- 2600.00000 5200.00+AHw- 2700.00000 5400.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0032 601-94690 1.000 EACH +AHw- 3915.00000 3915.00+AHw- 3500.00000 3500.00+AHw- 3600.00000 3600.00 GUARDRAIL END TREATMENT, MS +AHw- +AHw- +AHw- 0033 601-99105 700.000 LFT +AHw- 14.95000 10465.00+AHw- 17.00000 11900.00+AHw- 18.00000 12600.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0034 601-99108 160.000 LFT +AHw- 22.15000 3544.00+AHw- 23.00000 3680.00+AHw- 24.00000 3840.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. +AHw- +AHw- +AHw- 3 IN. SPACING +AHw- +AHw- +AHw- 0035 601-99123 1.000 EACH +AHw- 4425.00000 4425.00+AHw- 2800.00000 2800.00+AHw- 2900.00000 2900.00 GUARDRAIL TRANSITION, GP , MODIFIED +AHw- +AHw- +AHw- 0036 602-06729 80.000 EACH +AHw- 8.50000 680.00+AHw- 8.00000 640.00+AHw- 9.00000 720.00 BARRIER DELINEATOR +AHw- +AHw- +AHw- 0037 605-06145 583.000 LFT +AHw- 27.00000 15741.00+AHw- 27.00000 15741.00+AHw- 65.00000 37895.00 CURB AND GUTTER, B, CONCRETE , MODIFIED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : 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71214.70+AHw- 90.00000 99756.00+AHw- 100.00000 110840.00 REINFORCED CONCRETE BRIDGE APPROACH 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0040 616-02320 283.100 SYS +AHw- 2.00000 566.20+AHw- 5.00000 1415.50+AHw- 5.00000 1415.50 GEOTEXTILES +AHw- +AHw- +AHw- 0041 616-06451 22.200 TON +AHw- 38.00000 843.60+AHw- 40.00000 888.00+AHw- 38.00000 843.60 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0042 616-51367 72.000 SYS +AHw- 78.00000 5616.00+AHw- 200.00000 14400.00+AHw- 150.00000 10800.00 SLOPEWALL, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0043 616-93772 12.000 EACH +AHw- 150.00000 1800.00+AHw- 150.00000 1800.00+AHw- 180.00000 2160.00 INSPECTION HOLE +AHw- +AHw- +AHw- 0044 619-05926 LUMP +AHw- 1625.00000 1625.00+AHw- 1500.00000 1500.00+AHw- 1500.00000 1500.00 ENVIRONMENTAL CONTROL +AHw- +AHw- +AHw- 0045 619-51860 LUMP +AHw- 2600.00000 2600.00+AHw- 8000.00000 8000.00+AHw- 8500.00000 8500.00 PAINT STEEL BRIDGE, PARTIAL +AHw- +AHw- +AHw- 0046 619-60999 LUMP +AHw- 23000.00000 23000.00+AHw- 21500.00000 21500.00+AHw- 48500.00000 48500.00 CLEAN STEEL BRIDGE, PARTIAL +AHw- +AHw- +AHw- 0047 619-98427 4.000 EACH +AHw- 150.00000 600.00+AHw- 125.00000 500.00+AHw- 150.00000 600.00 CLEAN DRAINS +AHw- +AHw- +AHw- 0048 621-01004 2.000 EACH +AHw- 275.00000 550.00+AHw- 250.00000 500.00+AHw- 260.00000 520.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0049 621-06560 700.000 SYS +AHw- 1.40000 980.00+AHw- 1.32000 924.00+AHw- 1.40000 980.00 MULCHED SEEDING, U +AHw- +AHw- +AHw- 0050 621-06574 592.400 SYS +AHw- 7.25000 4294.90+AHw- 5.62000 3329.29+AHw- 6.00000 3554.40 SODDING +AHw- +AHw- +AHw- 0051 702-51005 95.700 CYS +AHw- 615.00000 58855.50+AHw- 1000.00000 95700.00+AHw- 900.00000 86130.00 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0052 702-51110 768.000 LBS +AHw- 3.00000 2304.00+AHw- 3.50000 2688.00+AHw- 4.00000 3072.00 GRATES, BASINS, AND FITTINGS, CAST IRON +AHw- +AHw- +AHw- 0053 702-51863 224.000 EACH +AHw- 45.00000 10080.00+AHw- 64.50000 14448.00+AHw- 65.00000 14560.00 FIELD DRILLED HOLE IN CONCRETE +AHw- +AHw- +AHw- 0054 703-51032 412230.000 LBS +AHw- 0.80000 329784.00+AHw- 0.80000 329784.00+AHw- 1.00000 412230.00 REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0055 704-51002 1257.900 CYS +AHw- 435.00000 547186.50+AHw- 600.00000 754740.00+AHw- 550.00000 691845.00 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- 0056 706-05734 4.000 EACH +AHw- 1700.00000 6800.00+AHw- 1250.00000 5000.00+AHw- 2400.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : 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24000.00000 24000.00+AHw- 23000.00000 23000.00 SURFACE SEAL +AHw- +AHw- +AHw- 0061 711-51877 LUMP +AHw- 43000.00000 43000.00+AHw- 54487.55000 54487.55+AHw- 50000.00000 50000.00 JACKING AND SUPPORTING BEAMS +AHw- +AHw- +AHw- 0062 715-91361 18.500 LFT +AHw- 50.00000 925.00+AHw- 40.00000 740.00+AHw- 115.00000 2127.50 PIPE, PVC, 6 IN. +AHw- +AHw- +AHw- 0063 720-44000 3.000 EACH +AHw- 400.00000 1200.00+AHw- 1400.00000 4200.00+AHw- 900.00000 2700.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0064 724-51925 337.000 LFT +AHw- 100.00000 33700.00+AHw- 150.00000 50550.00+AHw- 125.00000 42125.00 STRUCTURAL EXPANSION JOINT, SS +AHw- +AHw- +AHw- 0065 726-92406 32.000 EACH +AHw- 1975.00000 63200.00+AHw- 1700.00000 54400.00+AHw- 1800.00000 57600.00 BEARING ASSEMBLY, ELASTOMERIC , TYPE A +AHw- +AHw- +AHw- 0066 726-92406 32.000 EACH +AHw- 2025.00000 64800.00+AHw- 1800.00000 57600.00+AHw- 1900.00000 60800.00 BEARING ASSEMBLY, ELASTOMERIC , TYPE B +AHw- +AHw- +AHw- 0068 801-03290 1.000 EACH +AHw- 200.00000 200.00+AHw- 195.00000 195.00+AHw- 200.00000 200.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0069 801-06207 21390.000 LFT +AHw- 1.03000 22031.70+AHw- 0.92000 19678.80+AHw- 1.00000 21390.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0070 801-06625 7.000 EACH +AHw- 250.00000 1750.00+AHw- 195.00000 1365.00+AHw- 200.00000 1400.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0071 801-06640 30.000 EACH +AHw- 165.00000 4950.00+AHw- 150.00000 4500.00+AHw- 185.00000 5550.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0072 801-06645 6.000 EACH +AHw- 38.50000 231.00+AHw- 80.00000 480.00+AHw- 85.00000 510.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0073 801-06710 300.000 DAY +AHw- 15.50000 4650.00+AHw- 12.00000 3600.00+AHw- 16.00000 4800.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0074 801-06775 LUMP +AHw- 200792.08000 200792.08+AHw- 150000.00000 150000.00+AHw- 100000.00000 100000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0075 801-07023 1.000 EACH +AHw- 8200.00000 8200.00+AHw- 6600.00000 6600.00+AHw- 5000.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0077 801-07215 240.000 DAY +AHw- 35.25000 8460.00+AHw- 42.00000 10080.00+AHw- 45.00000 10800.00 TEMPORARY CHANGEABLE MESSAGE SIGN +AHw- +AHw- +AHw- 0078 801-08400 3245.000 LFT +AHw- 32.25000 104651.25+AHw- 16.50000 53542.50+AHw- 30.00000 97350.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 +AHw- +AHw- +AHw- 0079 801-08401 1379.000 LFT +AHw- 38.50000 53091.50+AHw- 17.00000 23443.00+AHw- 32.00000 44128.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 , +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 431 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 3,064,513.26 ROUTE : I-70 CALL ORDER : 431 CONTRACT ID : B -28797-A COUNTIES : MARION LETTING DATE : 02/21/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : 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2316.60+AHw- 2.00000 2106.00+AHw- 1.00000 1053.00 WIRE, NO. 4 COPPER, 1C +AHw- +AHw- +AHw- 0082 807-86750 20.000 EACH +AHw- 165.00000 3300.00+AHw- 150.00000 3000.00+AHw- 900.00000 18000.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH +AHw- +AHw- +AHw- PRESSURE SODIUM, 150 WATT +AHw- +AHw- +AHw- 0083 807-86810 2.000 EACH +AHw- 4675.00000 9350.00+AHw- 4250.00000 8500.00+AHw- 3600.00000 7200.00 SERVICE POINT, II +AHw- +AHw- +AHw- 0084 808-03002 1877.000 LFT +AHw- 0.60000 1126.20+AHw- 0.42000 788.34+AHw- 0.45000 844.65 LINE, EPOXY, BROKEN, WHITE, 4 IN. +AHw- +AHw- +AHw- 0085 808-03632 10289.000 LFT +AHw- 0.55000 5658.95+AHw- 0.42000 4321.38+AHw- 0.45000 4630.05 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0086 808-05534 683.000 LFT +AHw- 1.05000 717.15+AHw- 0.85000 580.55+AHw- 0.90000 614.70 LINE, EPOXY, SOLID, WHITE, 8 IN. +AHw- +AHw- +AHw- 0087 808-06716 4400.000 LFT +AHw- 0.45000 1980.00+AHw- 0.40000 1760.00+AHw- 0.45000 1980.00 LINE, REMOVE +AHw- +AHw- +AHw- 0088 808-07592 5892.000 LFT +AHw- 0.75000 4419.00+AHw- 0.53000 3122.76+AHw- 0.60000 3535.20 LINE, EPOXY, SOLID, WHITE, 5 IN. +AHw- +AHw- +AHw- 0089 808-74811 5693.000 LFT +AHw- 0.75000 4269.75+AHw- 0.53000 3017.29+AHw- 0.60000 3415.80 LINE, EPOXY, BROKEN, WHITE, 5 IN. +AHw- +AHw- +AHw- 0090 808-75994 50.000 EACH +AHw- 8.50000 425.00+AHw- 10.00000 500.00+AHw- 11.00000 550.00 PRISMATIC REFLECTOR +AHw- +AHw- +AHw- 0091 808-75996 20.000 EACH +AHw- 20.00000 400.00+AHw- 35.00000 700.00+AHw- 14.00000 280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0092 808-75998 35.000 EACH +AHw- 62.50000 2187.50+AHw- 85.00000 2975.00+AHw- 90.00000 3150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0093 711-51864 64.000 EACH +AHw- 11.50000 736.00+AHw- 22.00000 1408.00+AHw- 65.00000 4160.00 DRILLED HOLE +AHw- +AHw- +AHw- 0094 711-51035 44930.000 LBS +AHw- 5.75000 258347.50+AHw- 7.00000 314510.00+AHw- 9.00000 404370.00 STRUCTURAL STEEL +AHw- +AHw- +AHw- 0095 711-02371 192.000 EACH +AHw- 85.00000 16320.00+AHw- 45.00000 8640.00+AHw- 50.00000 9600.00 ANCHOR BOLT, AB , Gr 36 +AHw- +AHw- +AHw- 0096 711-02371 32.000 EACH +AHw- 105.00000 3360.00+AHw- 60.00000 1920.00+AHw- 75.00000 2400.00 ANCHOR BOLT, AB , Gr 449 +AHw- +AHw- +AHw- 0097 602-06945 680.000 LFT +AHw- 87.00000 59160.00+AHw- 60.00000 40800.00+AHw- 110.00000 74800.00 BARRIER, CONCRETE, 45 IN. +AHw- +AHw- +AHw- 0098 621-06570 155.000 CYS +AHw- 31.50000 4882.50+AHw- 75.00000 11625.00+AHw- 50.00000 7750.00 TOP SOIL +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 3,217,006.76+AHw- +ACQ- 3,550,000.00+AHw- +ACQ- 3,819,033.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 3,217,006.76+AHw- +ACQ- 3,550,000.00+AHw- +ACQ- 3,819,033.40 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 461 -1 VENDOR RANKING CALL ORDER : 461 CONTRACT ID : M -29156-B COUNTIES : VARIOUS LETTING DATE : 02/21/07 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/12/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600542 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1606893 OLCO, INC. +ACQ- 172,101.00 100.0000+ACU- 2 35-2154772 COMPTON+AGA-S MOWING SERVICE INC. +ACQ- 184,401.00 107.1470+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 171,801.00 ROUTE : 41, 50 CALL ORDER : 461 CONTRACT ID : M -29156-B COUNTIES : VARIOUS LETTING DATE : 02/21/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1606893 +AHw-( 2 ) 35-2154772 +AHw-( ) +AHw-OLCO, INC. +AHw-COMPTON+AGA-S MOWING SERVICE INC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD SIDE MAINTENANCE - MOWING +AHw- +AHw- +AHw- 0001 105-08520 1.000 EACH +AHw- 500.00000 500.00+AHw- 1000.00000 1000.00+AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0002 105-08521 6.000 MOS +AHw- 100.00000 600.00+AHw- 400.00000 2400.00+AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0003 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0004 623-04884 1.000 CYCL +AHw- 40000.00000 40000.00+AHw- 34500.00000 34500.00+AHw- MOWING, CYCLE NO. 1 +AHw- +AHw- +AHw- 0005 623-04885 1.000 CYCL +AHw- 64000.00000 64000.00+AHw- 56000.00000 56000.00+AHw- MOWING, CYCLE NO. 2 +AHw- +AHw- +AHw- 0006 623-04886 1.000 CYCL +AHw- 40000.00000 40000.00+AHw- 34500.00000 34500.00+AHw- MOWING, CYCLE NO. 3 +AHw- +AHw- +AHw- 0007 623-04887 1.000 CYCL +AHw- 27000.00000 27000.00+AHw- 56000.00000 56000.00+AHw- MOWING, CYCLE NO. 4 +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 172,101.00+AHw- +ACQ- 184,401.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 172,101.00+AHw- +ACQ- 184,401.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 471 -1 VENDOR RANKING CALL ORDER : 471 CONTRACT ID : M -29185-A COUNTIES : WABASH LETTING DATE : 02/21/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 06/28/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600409 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1505753 GAUNT +ACY- SON ASPHALT +ACQ- 341,382.00 100.0000+ACU- 2 35-0997978 PHEND +ACY- BROWN INC +ACQ- 343,070.10 100.4945+ACU- 3 35-1139301 E +ACY- B PAVING INC +ACQ- 349,166.00 102.2801+ACU- 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 388,421.00 113.7790+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 465,711.06 ROUTE : CALL ORDER : 471 CONTRACT ID : M -29185-A COUNTIES : WABASH LETTING DATE : 02/21/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1505753 +AHw-( 2 ) 35-0997978 +AHw-( 3 ) 35-1139301 +AHw-GAUNT +ACY- SON ASPHALT +AHw-PHEND +ACY- BROWN INC +AHw-E +ACY- B PAVING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARKING AREA RECONSTRUCTION +AHw- +AHw- +AHw- 0001 105-08520 2.000 EACH +AHw- 315.00000 630.00+AHw- 300.00000 600.00+AHw- 100.00000 200.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0002 105-08521 6.000 MOS +AHw- 135.00000 810.00+AHw- 50.00000 300.00+AHw- 100.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0003 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- 0004 211-02050 10.000 CYS +AHw- 36.50000 365.00+AHw- 55.00000 550.00+AHw- 55.00000 550.00 B BORROW +AHw- +AHw- +AHw- 0005 213-08058 20.000 CYS +AHw- 108.00000 2160.00+AHw- 250.00000 5000.00+AHw- 250.00000 5000.00 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0006 303-01180 15.000 TON +AHw- 33.60000 504.00+AHw- 55.00000 825.00+AHw- 55.00000 825.00 COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0007 306-08043 1050.000 SYS +AHw- 6.45000 6772.50+AHw- 1.00000 1050.00+AHw- 8.00000 8400.00 MILLING, TRANSITION +AHw- +AHw- +AHw- 0008 401-07320 5300.000 TON +AHw- 55.50000 294150.00+AHw- 58.50000 310050.00+AHw- 55.30000 293090.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0009 402-07450 105.000 TON +AHw- 55.50000 5827.50+AHw- 58.50000 6142.50+AHw- 70.00000 7350.00 HMA WEDGE AND LEVEL, TYPE A +AHw- +AHw- +AHw- 0010 406-05520 16.000 TON +AHw- 420.00000 6720.00+AHw- 0.10000 1.60+AHw- 300.00000 4800.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0012 715-41045 96.000 LFT +AHw- 37.00000 3552.00+AHw- 50.00000 4800.00+AHw- 50.00000 4800.00 PIPE, REINFORCED CONCRETE, 12 IN. +AHw- +AHw- +AHw- 0013 801-06640 15.000 EACH +AHw- 111.00000 1665.00+AHw- 120.00000 1800.00+AHw- 120.00000 1800.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0014 110-01001 LUMP +AHw- 12725.00000 12725.00+AHw- 8500.00000 8500.00+AHw- 17450.00000 17450.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0015 801-06775 LUMP +AHw- 4000.00000 4000.00+AHw- 150.00000 150.00+AHw- 1000.00000 1000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0016 715-46000 6.000 EACH +AHw- 250.00000 1500.00+AHw- 550.00000 3300.00+AHw- 550.00000 3300.00 PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 341,382.00+AHw- +ACQ- 343,070.10+AHw- +ACQ- 349,166.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 341,382.00+AHw- +ACQ- 343,070.10+AHw- +ACQ- 349,166.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/25/07 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 465,711.06 ROUTE : CALL ORDER : 471 CONTRACT ID : M -29185-A COUNTIES : WABASH LETTING DATE : 02/21/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1065659 +AHw-( ) +AHw-( ) +AHw-BROOKS CONSTRUCTION COMPANY +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 PARKING AREA RECONSTRUCTION +AHw- +AHw- +AHw- 0001 105-08520 2.000 EACH +AHw- 80.00000 160.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0002 105-08521 6.000 MOS +AHw- 36.00000 216.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0003 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0004 211-02050 10.000 CYS +AHw- 55.00000 550.00+AHw- +AHw- B BORROW +AHw- +AHw- +AHw- 0005 213-08058 20.000 CYS +AHw- 90.00000 1800.00+AHw- +AHw- FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0006 303-01180 15.000 TON +AHw- 55.00000 825.00+AHw- +AHw- COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0007 306-08043 1050.000 SYS +AHw- 4.00000 4200.00+AHw- +AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0008 401-07320 5300.000 TON +AHw- 63.15000 334695.00+AHw- +AHw- QC/QA-HMA, 1, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0009 402-07450 105.000 TON +AHw- 55.00000 5775.00+AHw- +AHw- HMA WEDGE AND LEVEL, TYPE A +AHw- +AHw- +AHw- 0010 406-05520 16.000 TON +AHw- 400.00000 6400.00+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0012 715-41045 96.000 LFT +AHw- 50.00000 4800.00+AHw- +AHw- PIPE, REINFORCED CONCRETE, 12 IN. +AHw- +AHw- +AHw- 0013 801-06640 15.000 EACH +AHw- 120.00000 1800.00+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0014 110-01001 LUMP +AHw- 19000.00000 19000.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0015 801-06775 LUMP +AHw- 4899.00000 4899.00+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0016 715-46000 6.000 EACH +AHw- 550.00000 3300.00+AHw- +AHw- PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 388,421.00+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 388,421.00+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-