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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250.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 8.000 MOS +AHw- 300.00000 2400.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0007 110-01001 LUMP +AHw- 59700.00000 59700.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0008 201-52370 LUMP +AHw- 75000.00000 75000.00+AHw- +AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0009 203-02000 25413.000 m3 +AHw- 18.00000 457434.00+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0010 205-03371 50.000 m3 +AHw- 30.00000 1500.00+AHw- +AHw- SEDIMENT REMOVE +AHw- +AHw- +AHw- 0011 205-06931 26.500 Mg +AHw- 35.00000 927.50+AHw- +AHw- TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0012 205-06935 1.000 EACH +AHw- 5000.00000 5000.00+AHw- +AHw- 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-MAR