INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,319.08 ROUTE : CR 1000E CALL ORDER : 430 CONTRACT ID : B -27975-A COUNTIES : BENTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 404,994.26 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 467,509.10 115.4360% ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( ) |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 5200.00000 5200.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1750.00000 10500.00| 2200.00000 13200.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 16000.00000 16000.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2300.00000 2300.00| 7000.00000 7000.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 25000.00000 25000.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 1867.000 m3 | 9.00000 16803.00| 10.50000 19603.50| EXCAVATION, COMMON | | | 0009 203-02070 600.000 m3 | 10.00000 6000.00| 13.08000 7848.00| BORROW | | | 0010 205-03371 117.000 m3 | 15.00000 1755.00| 22.25000 2603.25| SEDIMENT REMOVE | | | 0011 205-06931 12.160 Mg | 35.00000 425.60| 33.31000 405.05| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 70.560 Mg | 38.00000 2681.28| 27.64000 1950.28| TEMPORARY SEDIMENT TRAP | | | 0013 207-08267 864.100 m2 | 9.00000 7776.90| 8.00000 6912.80| SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,319.08 ROUTE : CR 1000E CALL ORDER : 430 CONTRACT ID : B -27975-A COUNTIES : BENTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( ) |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 210-07739 4.000 EACH | 350.00000 1400.00| 100.00000 400.00| TEMPORARY CULVERT PIPE PROTECTION | | | 0015 211-07454 59.200 m3 | 22.00000 1302.40| 32.05000 1897.36| STRUCTURE BACKFILL | | | 0016 213-52830 12.400 m3 | 150.00000 1860.00| 140.00000 1736.00| FLOWABLE MORTAR | | | 0017 301-07448 710.400 Mg | 16.25000 11544.00| 19.84000 14094.34| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 561.800 Mg | 16.10000 9044.98| 19.83000 11140.49| COMPACTED AGGREGATE, NO. 73 | | | 0019 601-01522 4.000 EACH | 1995.00000 7980.00| 1850.00000 7400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-01701 2.000 EACH | 1945.00000 3890.00| 1820.00000 3640.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0021 601-05585 1.000 EACH | 2450.00000 2450.00| 2240.00000 2240.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0022 601-94689 1.000 EACH | 2300.00000 2300.00| 2268.00000 2268.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 95.240 m | 45.00000 4285.80| 45.30000 4314.37| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 609-06257 133.800 m2 | 55.00000 7359.00| 60.00000 8028.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 615-06490 15.000 EACH | 125.00000 1875.00| 122.00000 1830.00| RIGHT OF WAY MARKER | | | 0026 616-02320 471.100 m2 | 4.00000 1884.40| 4.19000 1973.91| GEOTEXTILES | | | 0027 616-05689 679.200 Mg | 33.00000 22413.60| 50.00000 33960.00| RIPRAP, CLASS 2 | | | 0028 621-01004 2.000 EACH | 650.00000 1300.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 0.370 Mg | 500.00000 185.00| 950.00000 351.50| FERTILIZER | | | 0030 621-06553 77.900 kg | 6.00000 467.40| 10.00000 779.00| SEED MIXTURE, R | | | 0031 621-06557 67.650 kg | 5.00000 338.25| 8.00000 541.20| SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,319.08 ROUTE : CR 1000E CALL ORDER : 430 CONTRACT ID : B -27975-A COUNTIES : BENTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( ) |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-06565 1.850 Mg | 600.00000 1110.00| 750.00000 1387.50| MULCHING MATERIAL | | | 0033 621-06567 202.400 kL | 0.01000 2.02| 3.00000 607.20| WATER | | | 0034 621-06574 1023.500 m2 | 6.00000 6141.00| 6.50000 6652.75| SODDING | | | 0035 701-98647 330.000 m | 108.00000 35640.00| 114.86000 37903.80| PILE, CONCRETE, STEEL SHELL ENCASED, 5. | | | 16 mm, 356 mm | | | 0036 701-98648 60.000 m | 158.00000 9480.00| 197.00000 11820.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 5.16 mm, 356 mm | | | 0037 703-51032 21225.000 kg | 1.39000 29502.75| 1.80000 38205.00| REINFORCING STEEL, EPOXY COATED | | | 0038 704-51002 161.800 m3 | 558.00000 90284.40| 589.62000 95400.52| CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-06341 60.800 m | 250.00000 15200.00| 257.60000 15662.08| RAILING, PF-2 | | | 0040 706-06352 4.000 EACH | 1500.00000 6000.00| 1600.00000 6400.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0041 706-51020 6.400 m3 | 685.00000 4384.00| 1062.50000 6800.00| CONCRETE, C, RAILING | | | 0042 709-51821 LUMP | 3200.00000 3200.00| 3300.00000 3300.00| SURFACE SEAL | | | 0043 715-05019 24.000 m | 150.00000 3600.00| 120.00000 2880.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0044 715-05171 25.500 m | 72.00000 1836.00| 250.00000 6375.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0045 715-05175 11.000 m | 133.00000 1463.00| 200.00000 2200.00| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0046 715-46010 4.000 EACH | 350.00000 1400.00| 200.00000 800.00| PIPE END SECTION, 450 mm | | | 0047 715-46030 2.000 EACH | 550.00000 1100.00| 500.00000 1000.00| PIPE END SECTION, 750 mm | | | 0048 715-46040 2.000 EACH | 625.00000 1250.00| 500.00000 1000.00| PIPE END SECTION, 900 mm | | | 0049 715-91361 2.600 m | 35.00000 91.00| 52.00000 135.20| PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,319.08 ROUTE : CR 1000E CALL ORDER : 430 CONTRACT ID : B -27975-A COUNTIES : BENTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1523985 |( ) |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 801-04308 6.000 EACH | 265.00000 1590.00| 450.00000 2700.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 76.000 EACH | 100.00000 7600.00| 100.00000 7600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 22.000 EACH | 103.00000 2266.00| 150.00000 3300.00| CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 2800.00000 2800.00| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0054 801-07118 30.000 m | 39.50000 1185.00| 44.00000 1320.00| BARRICADE, III-A | | | 0055 801-07119 24.000 m | 42.50000 1020.00| 50.00000 1200.00| BARRICADE, III-B | | | 0056 802-05701 3.420 m | 44.00000 150.48| 50.00000 171.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-07058 3.000 EACH | 70.00000 210.00| 120.00000 360.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0058 802-07059 1.000 EACH | 36.00000 36.00| 60.00000 60.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0059 802-76035 0.600 m2 | 215.00000 129.00| 250.00000 150.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | SECTION TOTALS | $ 404,994.26| $ 467,509.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 404,994.26| $ 467,509.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,765.86 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28051-C COUNTIES : GRANT LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 313,185.95 100.0000% ==================================================================================================================================== |( 1 ) 35-1058755 |( ) |( ) |BAKER & SCHULTZ, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE WIDENING | | | 0001 105-06845 LUMP | 6500.00000 6500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2120.00000 19080.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6650.00000 6650.00| | CLEARING RIGHT OF WAY | | | 0007 202-03135 56.000 SFT | 62.00000 3472.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0008 202-51328 LUMP | 48875.00000 48875.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-91385 5.000 EACH | 225.00000 1125.00| | INLET, REMOVE | | | 0010 203-02000 561.000 CYS | 20.00000 11220.00| | EXCAVATION, COMMON | | | 0011 207-08268 800.000 SYS | 12.20000 9760.00| | SUBGRADE TREATMENT, TYPE IV | | | 0012 211-07454 19.000 CYS | 26.00000 494.00| | STRUCTURE BACKFILL | | | 0013 213-52830 11.000 CYS | 90.00000 990.00| | FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,765.86 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28051-C COUNTIES : GRANT LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( ) |( ) |BAKER & SCHULTZ, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 301-07448 65.000 TON | 20.00000 1300.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 32.000 CYS | 30.00000 960.00| | DENSE GRADED SUBBASE | | | 0016 303-07449 5.000 TON | 30.00000 150.00| | COMPACTED AGGREGATE, NO. 73 | | | 0017 306-08034 88.000 SYS | 13.35000 1174.80| | MILLING, ASPHALT, 1 1/2 IN. | | | 0018 402-07432 7.200 TON | 165.00000 1188.00| | HMA SURFACE, TYPE A | | | 0019 402-07434 58.400 TON | 86.00000 5022.40| | HMA SURFACE, TYPE C | | | 0020 402-07439 97.300 TON | 57.00000 5546.10| | HMA INTERMEDIATE, TYPE C | | | 0021 402-07442 397.600 TON | 47.00000 18687.20| | HMA BASE, TYPE C | | | 0022 406-05521 2124.000 SYS | 0.05000 106.20| | ASPHALT FOR TACK COAT | | | 0023 604-07896 19.000 SYS | 80.00000 1520.00| | CURB RAMP, CONCRETE, B | | | 0024 604-07901 36.000 SYS | 80.00000 2880.00| | CURB RAMP, CONCRETE, G | | | 0025 604-07902 30.000 SYS | 80.00000 2400.00| | CURB RAMP, CONCRETE, H | | | 0026 604-07902 24.000 SYS | 80.00000 1920.00| | CURB RAMP, CONCRETE, H , MODIFIED | | | 0027 604-91531 169.000 SYS | 32.00000 5408.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0028 605-06125 182.000 LFT | 20.00000 3640.00| | CURB, CONCRETE, MODIFIED , COMBINED | | | 0029 605-06140 192.000 LFT | 20.00000 3840.00| | CURB AND GUTTER, CONCRETE | | | 0030 605-06145 71.000 LFT | 20.00000 1420.00| | CURB AND GUTTER, B, CONCRETE | | | 0031 609-06259 190.000 SYS | 55.00000 10450.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0032 610-07712 204.000 SYS | 40.00000 8160.00| | PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,765.86 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28051-C COUNTIES : GRANT LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( ) |( ) |BAKER & SCHULTZ, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06575 49.000 SYS | 33.85000 1658.65| | SODDING, NURSERY | | | 0034 702-51863 166.000 EACH | 11.00000 1826.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0035 702-90915 7.000 CYS | 1000.00000 7000.00| | CONCRETE, A | | | 0036 703-06029 14198.000 LBS | 0.80000 11358.40| | REINFORCING BARS, EPOXY COATED | | | 0037 703-51030 557.000 LBS | 0.80000 445.60| | REINFORCING STEEL | | | 0038 704-51002 29.600 CYS | 1000.00000 29600.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-06349 27.900 LFT | 190.00000 5301.00| | RAILING, TX | | | 0040 708-51813 20.000 SFT | 50.00000 1000.00| | PNEUMATICALLY PLACED MORTAR | | | 0041 709-51821 LUMP | 2100.00000 2100.00| | SURFACE SEAL | | | 0042 715-05147 45.000 LFT | 11.00000 495.00| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0043 715-05148 6.000 LFT | 24.00000 144.00| | PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0044 715-05149 73.000 LFT | 21.00000 1533.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0045 715-05151 6.000 LFT | 50.00000 300.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0046 715-05428 182.000 LFT | 60.00000 10920.00| | PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0047 720-44000 5.000 EACH | 100.00000 500.00| | CASTING, ADJUST TO GRADE | | | 0048 720-45075 2.000 EACH | 1500.00000 3000.00| | INLET, R13 | | | 0049 720-93411 2.000 EACH | 2600.00000 5200.00| | INLET, C15, MODIFIED | | | 0050 720-94847 1.000 EACH | 1500.00000 1500.00| | INLET, R13, MODIFIED | | | 0051 720-98555 2.000 EACH | 2600.00000 5200.00| | INLET, C15 | | | 0052 722-01061 97.000 SYS | 100.00000 9700.00| | BRIDGE DECK OVERLAY, MICROSILICA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,765.86 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28051-C COUNTIES : GRANT LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( ) |( ) |BAKER & SCHULTZ, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 722-51852 44.000 SFT | 40.00000 1760.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0054 722-60824 97.000 SYS | 12.00000 1164.00| | SURFACE MILLING | | | 0055 722-96912 1.800 CYS | 130.00000 234.00| | BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0056 728-98377 LUMP | 2000.00000 2000.00| | MASONRY COATING | | | 0057 801-04308 2.000 EACH | 340.00000 680.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 19.000 EACH | 70.00000 1330.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 6.000 EACH | 183.50000 1101.00| | CONSTRUCTION SIGN, A | | | 0060 801-06775 LUMP | 5700.00000 5700.00| | MAINTAINING TRAFFIC | | | 0061 801-07118 282.000 LFT | 5.30000 1494.60| | BARRICADE, III-A | | | SECTION TOTALS | $ 313,185.95| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 313,185.95| $ 467,509.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 456 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,826.99 ROUTE : I-70 & SR 39 CALL ORDER : 456 CONTRACT ID : B -28080-B COUNTIES : BOONE PUTNAM LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 92,989.63 100.0000% ==================================================================================================================================== |( 1 ) 31-1028573 |( ) |( ) |CIVIL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BEAM STRAIGHTENING | | | 0001 105-06845 LUMP | 212.00000 212.00| | CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 110-01001 LUMP | 10410.00000 10410.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-74095 1.000 EACH | 1417.86000 1417.86| | BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0005 711-51038 LUMP | 924.85000 924.85| | STRUCTURAL STEEL , STR. NO. 1 | | | 0006 711-51864 1.000 EACH | 166.00000 166.00| | DRILLED HOLE , 1 1/2 IN. DIA. | | | 0007 711-51864 23.000 EACH | 75.00000 1725.00| | DRILLED HOLE , 7/8 IN. DIA. | | | 0008 711-51867 18.000 SQIN | 35.00000 630.00| | STRUCTURAL STEEL CUTTING | | | 0009 711-51871 1.000 LFT | 212.00000 212.00| | FILLET WELD, 0.3125 IN. | | | 0010 711-91149 LUMP | 24300.00000 24300.00| | STRAIGHTEN STEEL BEAM , STR. NO. 1 | | | 0011 711-91149 LUMP | 25476.00000 25476.00| | STRAIGHTEN STEEL BEAM , STR. NO. 2 | | | 0012 801-01093 2.000 EACH | 500.00000 1000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0013 801-06640 17.000 EACH | 105.00000 1785.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 456 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,826.99 ROUTE : I-70 & SR 39 CALL ORDER : 456 CONTRACT ID : B -28080-B COUNTIES : BOONE PUTNAM LETTING DATE : 06/22/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1028573 |( ) |( ) |CIVIL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06710 20.000 DAY | 47.25000 945.00| | FLASHING ARROW SIGN | | | 0015 801-06775 LUMP | 7842.00000 7842.00| | MAINTAINING TRAFFIC , STR. NO. 1 | | | 0016 801-06775 LUMP | 10718.00000 10718.00| | MAINTAINING TRAFFIC , STR. NO. 2 | | | 0017 801-07215 10.000 DAY | 75.00000 750.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0018 802-07057 88.000 SFT | 20.51000 1804.88| | SIGN, PANEL, WITH LEGEND | | | 0019 802-07151 2.000 EACH | 779.06000 1558.12| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0020 802-76095 328.000 LBS | 3.39000 1111.92| | STRUCTURAL STEEL, BREAKAWAY | | | SECTION TOTALS | $ 92,989.63| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 92,989.63| $ 467,509.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 999,827.51 ROUTE : SR 2 CALL ORDER : 460 CONTRACT ID : B -28083-A COUNTIES : LAKE LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 971,652.76 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 997,816.91 102.6927% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,054,789.76 108.5562% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 14000.00000 14000.00| 10000.00000 10000.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 1000.00000 1000.00| 100.00000 100.00| 400.00000 400.00 PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 1000.00000 2000.00| 100.00000 200.00| 400.00000 800.00 PHONE(INSPECTOR) | | | 0004 105-06906 6.000 MOS | 1000.00000 6000.00| 300.00000 1800.00| 450.00000 2700.00 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-07039 9.000 MOS | 2500.00000 22500.00| 2300.00000 20700.00| 2200.00000 19800.00 FIELD OFFICE, B | | | 0006 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0007 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0008 110-01001 LUMP | 35000.00000 35000.00| 50000.00000 50000.00| 50500.00000 50500.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 12000.00000 12000.00| 15000.00000 15000.00| 15750.00000 15750.00 CLEARING RIGHT OF WAY | | | 0010 202-02240 1234.000 SYS | 12.00000 14808.00| 12.00000 14808.00| 8.25000 10180.50 PAVEMENT REMOVAL | | | 0011 202-02241 335.000 LFT | 9.00000 3015.00| 7.00000 2345.00| 7.00000 2345.00 GUARDRAIL, REMOVE | | | 0012 202-51330 LUMP | 20000.00000 20000.00| 133694.90000 133694.90| 47500.00000 47500.00 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 1886.000 CYS | 9.00000 16974.00| 11.00000 20746.00| 7.60000 14333.60 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 999,827.51 ROUTE : SR 2 CALL ORDER : 460 CONTRACT ID : B -28083-A COUNTIES : LAKE LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02070 421.000 CYS | 11.00000 4631.00| 19.00000 7999.00| 1.00000 421.00 BORROW | | | 0015 203-51223 417.000 CYS | 10.00000 4170.00| 19.00000 7923.00| 11.40000 4753.80 EXCAVATION, WATERWAY | | | 0016 205-06932 400.000 LFT | 8.00000 3200.00| 7.05000 2820.00| 7.05000 2820.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 1675.000 LFT | 2.10000 3517.50| 1.70000 2847.50| 1.70000 2847.50 TEMPORARY SILT FENCE | | | 0018 206-51220 142.000 CYS | 150.00000 21300.00| 34.00000 4828.00| 11.40000 1618.80 EXCAVATION, WET | | | 0019 206-51230 30.000 CYS | 20.00000 600.00| 42.00000 1260.00| 35.25000 1057.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-08266 2550.000 SYS | 7.00000 17850.00| 3.00000 7650.00| 5.40000 13770.00 SUBGRADE TREATMENT, TYPE III | | | 0021 207-08268 2650.000 SYS | 8.20000 21730.00| 16.00000 42400.00| 13.45000 35642.50 SUBGRADE TREATMENT, TYPE IV , MODIFIED | | | 0022 211-07454 2.000 CYS | 50.00000 100.00| 125.00000 250.00| 50.00000 100.00 STRUCTURE BACKFILL | | | 0023 213-52830 8.000 CYS | 125.00000 1000.00| 95.00000 760.00| 250.00000 2000.00 FLOWABLE MORTAR | | | 0024 301-07448 1745.000 TON | 21.00000 36645.00| 19.00000 33155.00| 15.00000 26175.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 67.400 CYS | 22.00000 1482.80| 40.00000 2696.00| 38.00000 2561.20 DENSE GRADED SUBBASE | | | 0026 306-08036 800.000 SYS | 7.00000 5600.00| 1.50000 1200.00| 7.90000 6320.00 MILLING, ASPHALT, 2 IN. | | | 0027 402-07432 365.000 TON | 55.00000 20075.00| 62.00000 22630.00| 45.00000 16425.00 HMA SURFACE, TYPE A | | | 0028 402-07434 170.000 TON | 56.00000 9520.00| 68.00000 11560.00| 45.60000 7752.00 HMA SURFACE, TYPE C | | | 0029 402-07435 875.000 TON | 50.50000 44187.50| 42.00000 36750.00| 40.40000 35350.00 HMA INTERMEDIATE, TYPE A | | | 0030 402-07439 280.000 TON | 50.50000 14140.00| 49.00000 13720.00| 41.00000 11480.00 HMA INTERMEDIATE, TYPE C | | | 0031 402-07440 310.000 TON | 50.50000 15655.00| 48.00000 14880.00| 40.40000 12524.00 HMA BASE. TYPE A | | | 0032 402-07442 825.000 TON | 51.00000 42075.00| 42.50000 35062.50| 41.00000 33825.00 HMA BASE, TYPE C | | | 0033 405-05518 3623.000 SYS | 0.75000 2717.25| 0.07000 253.61| 0.67000 2427.41 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 999,827.51 ROUTE : SR 2 CALL ORDER : 460 CONTRACT ID : B -28083-A COUNTIES : LAKE LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 406-05520 2.280 TON | 900.00000 2052.00| 200.00000 456.00| 780.00000 1778.40 ASPHALT FOR TACK COAT | | | 0035 601-01522 4.000 EACH | 1960.00000 7840.00| 1750.00000 7000.00| 1750.00000 7000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-94689 4.000 EACH | 2365.00000 9460.00| 2150.00000 8600.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-94689 4.000 EACH | 1919.50000 7678.00| 1745.00000 6980.00| 1745.00000 6980.00 GUARDRAIL END TREATMENT, OS , TEMPORARY | | | 0038 601-97774 1.000 EACH | 1232.00000 1232.00| 1100.00000 1100.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0039 601-99105 675.000 LFT | 14.62000 9868.50| 13.05000 8808.75| 13.05000 8808.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0040 601-99105 475.000 LFT | 6.50000 3087.50| 5.25000 2493.75| 5.25000 2493.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | TEMPORARY | | | 0041 602-06729 6.000 EACH | 12.00000 72.00| 5.00000 30.00| 5.00000 30.00 BARRIER DELINEATOR | | | 0042 609-06259 202.200 SYS | 60.00000 12132.00| 50.00000 10110.00| 58.00000 11727.60 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0043 610-07486 18.000 TON | 70.00000 1260.00| 140.00000 2520.00| 45.60000 820.80 HMA FOR APPROACHES, TYPE A | | | 0044 611-06497 1.000 EACH | 210.56000 210.56| 188.00000 188.00| 188.00000 188.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 13.000 EACH | 124.20000 1614.60| 108.00000 1404.00| 108.00000 1404.00 RIGHT OF WAY MARKER | | | 0046 616-02320 1232.000 SYS | 4.00000 4928.00| 3.00000 3696.00| 2.50000 3080.00 GEOTEXTILES | | | 0047 616-06405 780.000 TON | 26.00000 20280.00| 23.00000 17940.00| 21.75000 16965.00 RIPRAP, REVETMENT | | | 0048 616-06451 172.000 TON | 30.00000 5160.00| 26.00000 4472.00| 29.00000 4988.00 RIPRAP, UNIFORM | | | 0049 621-01004 2.000 EACH | 600.00000 1200.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06545 0.900 TON | 750.00000 675.00| 652.00000 586.80| 652.00000 586.80 FERTILIZER | | | 0051 621-06548 10.000 LBS | 35.00000 350.00| 25.00000 250.00| 25.00000 250.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 999,827.51 ROUTE : SR 2 CALL ORDER : 460 CONTRACT ID : B -28083-A COUNTIES : LAKE LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-06553 340.000 LBS | 5.00000 1700.00| 3.45000 1173.00| 3.45000 1173.00 SEED MIXTURE, R | | | 0053 621-06557 70.000 LBS | 7.00000 490.00| 5.85000 409.50| 5.85000 409.50 SEED MIXTURE, T | | | 0054 621-06565 6.000 TON | 600.00000 3600.00| 495.00000 2970.00| 495.00000 2970.00 MULCHING MATERIAL | | | 0055 621-06567 4.000 MG | 12.00000 48.00| 10.00000 40.00| 10.00000 40.00 WATER | | | 0056 621-06574 373.000 SYS | 7.00000 2611.00| 4.60000 1715.80| 4.60000 1715.80 SODDING | | | 0057 621-06575 460.000 SYS | 7.00000 3220.00| 4.60000 2116.00| 4.60000 2116.00 SODDING, NURSERY | | | 0058 701-51195 1470.000 LFT | 35.00000 51450.00| 30.00000 44100.00| 37.35000 54904.50 PILE, STEEL H, HP 12 X 53 | | | 0059 701-91792 24.000 EACH | 100.00000 2400.00| 90.00000 2160.00| 65.00000 1560.00 PILE TIP, STEEL H | | | 0060 702-51005 118.500 CYS | 600.00000 71100.00| 550.00000 65175.00| 900.00000 106650.00 CONCRETE, A, SUBSTRUCTURE | | | 0061 703-51030 10482.000 LBS | 1.10000 11530.20| 0.87000 9119.34| 0.94000 9853.08 REINFORCING STEEL | | | 0062 703-51032 52279.000 LBS | 1.15000 60120.85| 0.90000 47051.10| 0.99000 51756.21 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 169.500 CYS | 500.00000 84750.00| 450.00000 76275.00| 800.00000 135600.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-05732 4.000 EACH | 1700.00000 6800.00| 1300.00000 5200.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 13.900 CYS | 800.00000 11120.00| 550.00000 7645.00| 358.00000 4976.20 CONCRETE, C, RAILING | | | 0066 709-51821 LUMP | 3500.00000 3500.00| 2800.00000 2800.00| 1700.00000 1700.00 SURFACE SEAL | | | 0067 713-51335 LUMP | 130000.00000 130000.00| 115000.00000 115000.00| 180000.00000 180000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0068 715-05169 42.000 LFT | 20.00000 840.00| 40.00000 1680.00| 24.85000 1043.70 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0069 715-05440 50.000 LFT | 12.00000 600.00| 15.00000 750.00| 24.85000 1242.50 PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0070 715-05442 50.000 LFT | 16.00000 800.00| 16.00000 800.00| 24.85000 1242.50 PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0071 715-05443 50.000 LFT | 18.00000 900.00| 17.00000 850.00| 24.85000 1242.50 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 999,827.51 ROUTE : SR 2 CALL ORDER : 460 CONTRACT ID : B -28083-A COUNTIES : LAKE LETTING DATE : 06/22/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 715-46005 2.000 EACH | 170.00000 340.00| 450.00000 900.00| 310.00000 620.00 PIPE END SECTION, 15 IN. | | | 0073 801-04308 2.000 EACH | 400.00000 800.00| 195.00000 390.00| 195.00000 390.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06207 6704.000 LFT | 1.00000 6704.00| 0.80000 5363.20| 0.80000 5363.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0075 801-06640 18.000 EACH | 170.00000 3060.00| 85.00000 1530.00| 85.00000 1530.00 CONSTRUCTION SIGN, A | | | 0076 801-06645 14.000 EACH | 90.00000 1260.00| 45.00000 630.00| 45.00000 630.00 CONSTRUCTION SIGN, B | | | 0077 801-07119 48.000 LFT | 16.00000 768.00| 12.00000 576.00| 12.00000 576.00 BARRICADE, III-B | | | 0078 808-03631 2350.000 LFT | 0.75000 1762.50| 0.64000 1504.00| 0.64000 1504.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0079 808-04896 544.000 LFT | 0.75000 408.00| 0.64000 348.16| 0.64000 348.16 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0080 808-06716 250.000 LFT | 4.00000 1000.00| 3.00000 750.00| 3.00000 750.00 LINE, REMOVE | | | 0081 808-75996 11.000 EACH | 25.00000 275.00| 75.00000 825.00| 25.00000 275.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 11.000 EACH | 100.00000 1100.00| 45.00000 495.00| 75.00000 825.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 971,652.76| $ 997,816.91| $ 1,054,789.76 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 971,652.76| $ 997,816.91| $ 1,054,789.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 466 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: ROUTE : I-469 CALL ORDER : 466 CONTRACT ID : B -28106-C COUNTIES : ALLEN LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/23/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- NO BIDS RECEIVED - TO BE READVERTISED ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/26/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 736,289.98 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 747,574.50 101.5326% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 866,207.00 117.6448% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 912,303.28 123.9054% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 964,774.47 131.0319% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,134,623.05 154.1000% ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 7500.00000 7500.00| 12800.00000 12800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 500.00000 6000.00| 1000.00000 12000.00| 1850.00000 22200.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 35000.00000 35000.00| 37250.00000 37250.00| 43300.00000 43300.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| 11000.00000 11000.00| 12900.00000 12900.00 CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 30000.00000 30000.00| 18000.00000 18000.00| 80742.24000 80742.24 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 4627.000 m3 | 8.00000 37016.00| 10.00000 46270.00| 8.00000 37016.00 EXCAVATION, COMMON | | | 0009 203-02070 1534.000 m3 | 8.00000 12272.00| 12.50000 19175.00| 14.00000 21476.00 BORROW | | | 0010 203-51223 1055.000 m3 | 8.00000 8440.00| 10.00000 10550.00| 12.00000 12660.00 EXCAVATION, WATERWAY | | | 0011 205-02224 442.000 m | 3.00000 1326.00| 5.00000 2210.00| 4.50000 1989.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-03371 227.000 m3 | 5.00000 1135.00| 15.00000 3405.00| 40.00000 9080.00 SEDIMENT REMOVE AND TEMPORARY SEDIMENT | | | TRAP, MODIFIED | | | 0013 205-06931 40.800 Mg | 25.00000 1020.00| 28.00000 1142.40| 72.00000 2937.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 206-51220 97.000 m3 | 100.00000 9700.00| 100.00000 9700.00| 6.50000 630.50 EXCAVATION, WET | | | 0015 207-08265 4580.800 m2 | 3.00000 13742.40| 4.75000 21758.80| 8.00000 36646.40 SUBGRADE TREATMENT, TYPE IIA | | | 0016 211-02060 6.500 m3 | 50.00000 325.00| 32.50000 211.25| 41.00000 266.50 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 10.500 m3 | 50.00000 525.00| 38.00000 399.00| 63.00000 661.50 AGGREGATE FOR END BENT BACKFILL | | | 0018 301-07448 1761.200 Mg | 16.50000 29059.80| 16.50000 29059.80| 21.00000 36985.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 191.000 Mg | 16.50000 3151.50| 20.00000 3820.00| 30.00000 5730.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08033 629.000 m2 | 4.00000 2516.00| 4.25000 2673.25| 9.00000 5661.00 MILLING, ASPHALT, 25 mm | | | 0021 402-07432 404.500 Mg | 54.00000 21843.00| 56.50000 22854.25| 53.50000 21640.75 HMA SURFACE, TYPE A | | | 0022 402-07435 562.000 Mg | 45.00000 25290.00| 47.50000 26695.00| 45.75000 25711.50 HMA INTERMEDIATE, TYPE A | | | 0023 402-07440 680.000 Mg | 43.00000 29240.00| 46.00000 31280.00| 43.60000 29648.00 HMA BASE, TYPE A | | | 0024 404-05514 724.000 m2 | 1.10000 796.40| 1.25000 905.00| 1.10000 796.40 SEAL COAT, 5 | | | 0025 405-05518 3724.000 m2 | 0.05000 186.20| 0.01000 37.24| 0.10000 372.40 ASPHALT FOR PRIME COAT | | | 0026 406-05521 4172.000 m2 | 0.33000 1376.76| 0.10000 417.20| 0.30000 1251.60 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH | 1800.00000 7200.00| 1725.00000 6900.00| 18.15000 72.60 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 1.000 EACH | 1700.00000 1700.00| 1650.00000 1650.00| 1725.00000 1725.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-06037 3.000 EACH | 775.00000 2325.00| 725.00000 2175.00| 780.00000 2340.00 GUARDRAIL END TREATMENT, I | | | 0030 601-99105 148.600 m | 44.00000 6538.40| 42.50000 6315.50| 45.00000 6687.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 602-06729 8.000 EACH | 10.00000 80.00| 8.50000 68.00| 15.00000 120.00 BARRIER DELINEATOR | | | 0032 603-06060 9.000 m | 36.00000 324.00| 35.00000 315.00| 36.00000 324.00 FENCE, FARM FIELD, RESET | | | 0033 609-06257 144.800 m2 | 75.00000 10860.00| 67.50000 9774.00| 70.00000 10136.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 610-05527 142.000 Mg | 80.00000 11360.00| 87.50000 12425.00| 81.75000 11608.50 HMA FOR APPROACHES | | | 0035 611-06497 4.000 EACH | 175.00000 700.00| 170.00000 680.00| 180.00000 720.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 1.000 EACH | 240.00000 240.00| 230.00000 230.00| 245.00000 245.00 MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06490 23.000 EACH | 110.00000 2530.00| 110.00000 2530.00| 110.00000 2530.00 RIGHT OF WAY MARKER | | | 0038 615-06530 1.000 EACH | 600.00000 600.00| 550.00000 550.00| 580.00000 580.00 POST, BENCHMARK | | | 0039 616-02320 3909.000 m2 | 3.00000 11727.00| 3.00000 11727.00| 2.15000 8404.35 GEOTEXTILES | | | 0040 616-06405 3485.000 Mg | 18.00000 62730.00| 20.25000 70571.25| 21.00000 73185.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 200.00000 400.00| 425.00000 850.00| 440.00000 880.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01660 6391.000 m2 | 0.36000 2300.76| 0.36000 2300.76| 0.40000 2556.40 MULCHED SEEDING, LEGUME, 2 | | | 0043 621-01852 1944.000 m2 | 0.42000 816.48| 0.40000 777.60| 0.45000 874.80 MULCHED SEEDING, GRASS, 2 | | | 0044 621-02770 625.000 m2 | 1.75000 1093.75| 1.60000 1000.00| 1.65000 1031.25 EROSION CONTROL BLANKET | | | 0045 621-06567 2.000 kL | 1.10000 2.20| 1.00000 2.00| 1.10000 2.20 WATER | | | 0046 621-06574 420.200 m2 | 4.65000 1953.93| 5.00000 2101.00| 6.00000 2521.20 SODDING | | | 0047 622-52436 3.000 EACH | 40.00000 120.00| 35.00000 105.00| 40.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 55.000 EACH | 9.25000 508.75| 10.00000 550.00| 9.60000 528.00 SEEDLING | | | 0049 622-98200 8.000 EACH | 40.00000 320.00| 35.00000 280.00| 40.00000 320.00 SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 701-51195 235.900 m | 125.00000 29487.50| 100.00000 23590.00| 45.00000 10615.50 PILE, STEEL H, HP 310 X 79 | | | 0051 701-91792 26.000 EACH | 125.00000 3250.00| 110.00000 2860.00| 72.00000 1872.00 PILE TIP, STEEL H | | | 0052 702-51005 62.800 m3 | 500.00000 31400.00| 500.00000 31400.00| 60.00000 3768.00 CONCRETE, A, SUBSTRUCTURE | | | 0053 702-51015 27.800 m3 | 500.00000 13900.00| 400.00000 11120.00| 100.00000 2780.00 CONCRETE, B, FOOTINGS | | | 0054 703-51030 3314.000 kg | 1.50000 4971.00| 1.50000 4971.00| 1.52000 5037.28 REINFORCING STEEL | | | 0055 703-51032 21891.000 kg | 1.65000 36120.15| 1.60000 35025.60| 1.73000 37871.43 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 114.800 m3 | 550.00000 63140.00| 475.00000 54530.00| 675.00000 77490.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH | 1500.00000 6000.00| 1200.00000 4800.00| 1420.00000 5680.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 20.600 m3 | 600.00000 12360.00| 440.00000 9064.00| 585.00000 12051.00 CONCRETE, C, RAILING | | | 0059 707-05972 190.100 m2 | 500.00000 95050.00| 465.00000 88396.50| 513.00000 97521.30 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0060 709-51821 LUMP | 5000.00000 5000.00| 3750.00000 3750.00| 3600.00000 3600.00 SURFACE SEAL | | | 0061 715-05169 119.300 m | 60.00000 7158.00| 75.00000 8947.50| 72.00000 8589.60 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05203 10.000 m | 20.00000 200.00| 18.00000 180.00| 29.50000 295.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0063 715-05407 28.000 m | 20.00000 560.00| 16.50000 462.00| 21.00000 588.00 PIPE, END BENT DRAIN, 150 mm | | | 0064 715-46005 16.000 EACH | 200.00000 3200.00| 225.00000 3600.00| 260.00000 4160.00 PIPE END SECTION, 375 mm | | | 0065 726-92406 40.000 EACH | 25.00000 1000.00| 75.00000 3000.00| 100.00000 4000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0066 801-04308 2.000 EACH | 440.00000 880.00| 240.00000 480.00| 440.00000 880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 16.000 EACH | 110.00000 1760.00| 65.00000 1040.00| 110.00000 1760.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 10.000 EACH | 55.00000 550.00| 120.00000 1200.00| 55.00000 550.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1128289 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 801-06645 2.000 EACH | 33.00000 66.00| 39.50000 79.00| 33.00000 66.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| 33000.00000 33000.00 MAINTAINING TRAFFIC | | | 0071 801-07118 14.400 m | 27.50000 396.00| 35.00000 504.00| 30.00000 432.00 BARRICADE, III-A | | | 0072 801-07119 14.400 m | 27.50000 396.00| 45.00000 648.00| 30.00000 432.00 BARRICADE, III-B | | | 0073 808-06713 1166.000 m | 0.70000 816.20| 0.85000 991.10| 0.70000 816.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 1166.000 m | 0.70000 816.20| 0.85000 991.10| 0.70000 816.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-75051 83.600 m | 5.50000 459.80| 4.50000 376.20| 5.50000 459.80 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0076 808-75054 83.600 m | 5.50000 459.80| 4.50000 376.20| 5.50000 459.80 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | SECTION TOTALS | $ 736,289.98| $ 747,574.50| $ 866,207.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 736,289.98| $ 747,574.50| $ 866,207.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 14489.44000 14489.44| 12700.00000 12700.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 861.25000 10335.00| 1400.00000 16800.00| 1600.00000 19200.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 45615.16000 45615.16| 48000.00000 48000.00| 56000.00000 56000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 12664.00000 12664.00| 14500.00000 14500.00| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0007 202-02286 1.000 EACH | 73382.98000 73382.98| 62500.00000 62500.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 4627.000 m3 | 12.23000 56588.21| 12.00000 55524.00| 15.00000 69405.00 EXCAVATION, COMMON | | | 0009 203-02070 1534.000 m3 | 24.05000 36892.70| 15.00000 23010.00| 20.00000 30680.00 BORROW | | | 0010 203-51223 1055.000 m3 | 7.06000 7448.30| 14.50000 15297.50| 16.00000 16880.00 EXCAVATION, WATERWAY | | | 0011 205-02224 442.000 m | 7.57000 3345.94| 4.11000 1816.62| 4.50000 1989.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-03371 227.000 m3 | 9.00000 2043.00| 25.00000 5675.00| 50.00000 11350.00 SEDIMENT REMOVE AND TEMPORARY SEDIMENT | | | TRAP, MODIFIED | | | 0013 205-06931 40.800 Mg | 54.49000 2223.19| 65.00000 2652.00| 35.00000 1428.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 206-51220 97.000 m3 | 21.53000 2088.41| 120.00000 11640.00| 400.00000 38800.00 EXCAVATION, WET | | | 0015 207-08265 4580.800 m2 | 3.31000 15162.45| 4.35000 19926.48| 6.00000 27484.80 SUBGRADE TREATMENT, TYPE IIA | | | 0016 211-02060 6.500 m3 | 79.22000 514.93| 175.00000 1137.50| 25.00000 162.50 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 10.500 m3 | 121.09000 1271.45| 100.00000 1050.00| 110.00000 1155.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 301-07448 1761.200 Mg | 12.91000 22737.09| 23.00000 40507.60| 22.00000 38746.40 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 303-07449 191.000 Mg | 22.11000 4223.01| 25.00000 4775.00| 25.00000 4775.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08033 629.000 m2 | 3.80000 2390.20| 9.00000 5661.00| 10.00000 6290.00 MILLING, ASPHALT, 25 mm | | | 0021 402-07432 404.500 Mg | 49.00000 19820.50| 49.00000 19820.50| 50.00000 20225.00 HMA SURFACE, TYPE A | | | 0022 402-07435 562.000 Mg | 42.00000 23604.00| 42.00000 23604.00| 43.00000 24166.00 HMA INTERMEDIATE, TYPE A | | | 0023 402-07440 680.000 Mg | 40.00000 27200.00| 40.00000 27200.00| 41.00000 27880.00 HMA BASE, TYPE A | | | 0024 404-05514 724.000 m2 | 1.00000 724.00| 1.00000 724.00| 1.00000 724.00 SEAL COAT, 5 | | | 0025 405-05518 3724.000 m2 | 0.10000 372.40| 0.10000 372.40| 0.10000 372.40 ASPHALT FOR PRIME COAT | | | 0026 406-05521 4172.000 m2 | 0.30000 1251.60| 0.30000 1251.60| 0.30000 1251.60 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH | 1660.00000 6640.00| 1660.00000 6640.00| 1700.00000 6800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 1.000 EACH | 1580.00000 1580.00| 1580.00000 1580.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-06037 3.000 EACH | 715.00000 2145.00| 715.00000 2145.00| 725.00000 2175.00 GUARDRAIL END TREATMENT, I | | | 0030 601-99105 148.600 m | 40.50000 6018.30| 40.50000 6018.30| 41.00000 6092.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 8.000 EACH | 9.66000 77.28| 7.00000 56.00| 8.00000 64.00 BARRIER DELINEATOR | | | 0032 603-06060 9.000 m | 33.00000 297.00| 33.00000 297.00| 35.00000 315.00 FENCE, FARM FIELD, RESET | | | 0033 609-06257 144.800 m2 | 79.41000 11498.57| 75.00000 10860.00| 80.00000 11584.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 610-05527 142.000 Mg | 75.00000 10650.00| 75.00000 10650.00| 80.00000 11360.00 HMA FOR APPROACHES | | | 0035 611-06497 4.000 EACH | 165.00000 660.00| 165.00000 660.00| 175.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 1.000 EACH | 225.00000 225.00| 225.00000 225.00| 250.00000 250.00 MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06490 23.000 EACH | 102.00000 2346.00| 102.00000 2346.00| 110.00000 2530.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06530 1.000 EACH | 530.00000 530.00| 530.00000 530.00| 550.00000 550.00 POST, BENCHMARK | | | 0039 616-02320 3909.000 m2 | 2.50000 9772.50| 2.50000 9772.50| 2.00000 7818.00 GEOTEXTILES | | | 0040 616-06405 3485.000 Mg | 23.39000 81514.15| 23.00000 80155.00| 30.00000 104550.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01660 6391.000 m2 | 0.33000 2109.03| 0.33000 2109.03| 0.35000 2236.85 MULCHED SEEDING, LEGUME, 2 | | | 0043 621-01852 1944.000 m2 | 0.38000 738.72| 0.38000 738.72| 0.40000 777.60 MULCHED SEEDING, GRASS, 2 | | | 0044 621-02770 625.000 m2 | 1.50000 937.50| 1.50000 937.50| 1.50000 937.50 EROSION CONTROL BLANKET | | | 0045 621-06567 2.000 kL | 1.00000 2.00| 1.00000 2.00| 1.00000 2.00 WATER | | | 0046 621-06574 420.200 m2 | 4.41000 1853.08| 4.41000 1853.08| 4.50000 1890.90 SODDING | | | 0047 622-52436 3.000 EACH | 35.00000 105.00| 35.00000 105.00| 38.00000 114.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 55.000 EACH | 8.78000 482.90| 8.79000 483.45| 9.00000 495.00 SEEDLING | | | 0049 622-98200 8.000 EACH | 35.00000 280.00| 35.00000 280.00| 37.00000 296.00 SIGN, DO NOT DISTURB | | | 0050 701-51195 235.900 m | 86.77000 20469.04| 90.00000 21231.00| 150.00000 35385.00 PILE, STEEL H, HP 310 X 79 | | | 0051 701-91792 26.000 EACH | 109.02000 2834.52| 100.00000 2600.00| 125.00000 3250.00 PILE TIP, STEEL H | | | 0052 702-51005 62.800 m3 | 573.47000 36013.92| 950.00000 59660.00| 650.00000 40820.00 CONCRETE, A, SUBSTRUCTURE | | | 0053 702-51015 27.800 m3 | 296.26000 8236.03| 255.00000 7089.00| 450.00000 12510.00 CONCRETE, B, FOOTINGS | | | 0054 703-51030 3314.000 kg | 2.08000 6893.12| 1.50000 4971.00| 2.00000 6628.00 REINFORCING STEEL | | | 0055 703-51032 21891.000 kg | 2.26000 49473.66| 1.75000 38309.25| 2.10000 45971.10 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 114.800 m3 | 900.58000 103386.58| 800.00000 91840.00| 900.00000 103320.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 706-05732 4.000 EACH | 1300.00000 5200.00| 1200.00000 4800.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 20.600 m3 | 536.00000 11041.60| 500.00000 10300.00| 650.00000 13390.00 CONCRETE, C, RAILING | | | 0059 707-05972 190.100 m2 | 555.26000 105554.93| 710.00000 134971.00| 850.00000 161585.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0060 709-51821 LUMP | 3307.82000 3307.82| 3310.00000 3310.00| 3400.00000 3400.00 SURFACE SEAL | | | 0061 715-05169 119.300 m | 87.71000 10463.80| 70.00000 8351.00| 80.00000 9544.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05203 10.000 m | 163.57000 1635.70| 60.00000 600.00| 50.00000 500.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0063 715-05407 28.000 m | 43.01000 1204.28| 20.00000 560.00| 75.00000 2100.00 PIPE, END BENT DRAIN, 150 mm | | | 0064 715-46005 16.000 EACH | 236.83000 3789.28| 250.00000 4000.00| 300.00000 4800.00 PIPE END SECTION, 375 mm | | | 0065 726-92406 40.000 EACH | 120.50000 4820.00| 120.00000 4800.00| 250.00000 10000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0066 801-04308 2.000 EACH | 211.00000 422.00| 175.00000 350.00| 225.00000 450.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 16.000 EACH | 55.00000 880.00| 65.00000 1040.00| 60.00000 960.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 10.000 EACH | 97.00000 970.00| 135.00000 1350.00| 100.00000 1000.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 2.000 EACH | 35.00000 70.00| 45.00000 90.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP | 5278.29000 5278.29| 5500.00000 5500.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0071 801-07118 14.400 m | 25.00000 360.00| 34.00000 489.60| 28.00000 403.20 BARRICADE, III-A | | | 0072 801-07119 14.400 m | 35.00000 504.00| 45.00000 648.00| 38.00000 547.20 BARRICADE, III-B | | | 0073 808-06713 1166.000 m | 0.55000 641.30| 0.48000 559.68| 0.60000 699.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 1166.000 m | 0.55000 641.30| 0.48000 559.68| 0.60000 699.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-75051 83.600 m | 3.35000 280.06| 8.40000 702.24| 3.50000 292.60 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 470 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,538.65 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28168-A COUNTIES : HAMILTON LETTING DATE : 06/22/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-75054 83.600 m | 3.35000 280.06| 8.40000 702.24| 3.50000 292.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | SECTION TOTALS | $ 912,303.28| $ 964,774.47| $ 1,134,623.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 912,303.28| $ 964,774.47| $ 1,134,623.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,871.00 ROUTE : I-64 CALL ORDER : 480 CONTRACT ID : B -28201-A COUNTIES : VANDERBURGH PERRY LETTING DATE : 06/22/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/02/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1645115 THREE STAR PAINTING $ 204,925.00 100.0000% 2 35-1131315 FIVE STAR PAINTING, INC. $ 235,143.00 114.7459% 3 35-1389596 CARDINAL INDIANA, INC. $ 297,291.00 145.0731% ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-1131315 |( 3 ) 35-1389596 |THREE STAR PAINTING |FIVE STAR PAINTING, INC. |CARDINAL INDIANA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 500.00000 3000.00| 2100.00000 12600.00| 2500.00000 15000.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| 14860.00000 14860.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 619-05926 LUMP | 264.86000 264.86| 500.00000 500.00| 2240.00000 2240.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0005 619-05926 LUMP | 264.86000 264.86| 500.00000 500.00| 2240.00000 2240.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0006 619-05926 LUMP | 684.76000 684.76| 1000.00000 1000.00| 3500.00000 3500.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0007 619-05926 LUMP | 684.76000 684.76| 2000.00000 2000.00| 4300.00000 4300.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0008 619-51859 LUMP | 3178.32000 3178.32| 8792.00000 8792.00| 20160.00000 20160.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP | 3178.32000 3178.32| 8792.00000 8792.00| 20160.00000 20160.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP | 8217.12000 8217.12| 21549.00000 21549.00| 31500.00000 31500.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP | 8217.12000 8217.12| 27215.00000 27215.00| 38700.00000 38700.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0012 619-61000 LUMP | 23013.10000 23013.10| 17583.00000 17583.00| 27035.00000 27035.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0013 619-61000 LUMP | 23013.10000 23013.10| 17583.00000 17583.00| 27035.00000 27035.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,871.00 ROUTE : I-64 CALL ORDER : 480 CONTRACT ID : B -28201-A COUNTIES : VANDERBURGH PERRY LETTING DATE : 06/22/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1645115 |( 2 ) 35-1131315 |( 3 ) 35-1389596 |THREE STAR PAINTING |FIVE STAR PAINTING, INC. |CARDINAL INDIANA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 619-61000 LUMP | 58704.60000 58704.60| 43098.00000 43098.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0015 619-61000 LUMP | 58704.60000 58704.60| 54430.00000 54430.00| 43000.00000 43000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0016 709-51821 LUMP | 264.86000 264.86| 200.00000 200.00| 900.00000 900.00 SURFACE SEAL , STR. NO. 1 | | | 0017 709-51821 LUMP | 264.86000 264.86| 200.00000 200.00| 900.00000 900.00 SURFACE SEAL , STR. NO. 2 | | | 0018 709-51821 LUMP | 684.76000 684.76| 300.00000 300.00| 360.00000 360.00 SURFACE SEAL , STR. NO. 3 | | | 0019 709-51821 LUMP | 684.76000 684.76| 300.00000 300.00| 360.00000 360.00 SURFACE SEAL , STR. NO. 4 | | | 0020 801-06775 LUMP | 264.86000 264.86| 250.00000 250.00| 1120.00000 1120.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0021 801-06775 LUMP | 264.86000 264.86| 250.00000 250.00| 1120.00000 1120.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0022 801-06775 LUMP | 684.76000 684.76| 1300.00000 1300.00| 3500.00000 3500.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0023 801-06775 LUMP | 684.76000 684.76| 1700.00000 1700.00| 4300.00000 4300.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | SECTION TOTALS | $ 204,925.00| $ 235,143.00| $ 297,291.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 204,925.00| $ 235,143.00| $ 297,291.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,682.39 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -28203-B COUNTIES : VARIOUS LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/23/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC $ 242,962.60 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 374,682.60 154.2141% ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1817530 |( ) |R L MCCOY INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-06657 8.000 MOS | 80.00000 640.00| 240.00000 1920.00| PHONE, CELLULAR | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 12000.00000 12000.00| 72000.00000 72000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 110-01001 LUMP | 500.00000 500.00| 850.00000 850.00| MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN ANGOLA SUBDISTRICT | | | 0006 110-01001 LUMP | 500.00000 500.00| 950.00000 950.00| MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN BLUFFTON SUBDISTRICT | | | 0007 110-01001 LUMP | 500.00000 500.00| 850.00000 850.00| MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN FT WAYNE SUBDISTRICT | | | 0008 110-01001 LUMP | 500.00000 500.00| 1100.00000 1100.00| MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN GOSHEN SUBDISTRICT | | | 0009 110-01001 LUMP | 500.00000 500.00| 1250.00000 1250.00| MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN WABASH SUBDISTRICT | | | 0010 110-01001 LUMP | 500.00000 500.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY WORK IN WARSAW SUBDISTRICT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,682.39 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -28203-B COUNTIES : VARIOUS LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1817530 |( ) |R L MCCOY INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-52710 50.000 SYS | 15.00000 750.00| 30.00000 1500.00| SIDEWALK, CONCRETE, REMOVE | | | 0012 213-04324 8.000 CYS | 150.00000 1200.00| 245.00000 1960.00| FLOWABLE FILL | | | 0013 306-08036 50.000 SYS | 40.00000 2000.00| 32.00000 1600.00| MILLING, ASPHALT, 2 IN. | | | 0014 402-05477 6.000 TON | 400.00000 2400.00| 415.00000 2490.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0015 506-06333 60.000 SYS | 145.00000 8700.00| 180.00000 10800.00| PCCP PATCHING, FULL DEPTH | | | 0016 604-06070 50.000 SYS | 25.00000 1250.00| 73.00000 3650.00| SIDEWALK, CONCRETE | | | 0017 616-02281 3.000 CYS | 150.00000 450.00| 400.00000 1200.00| GROUT FOR RIPRAP | | | 0018 616-06405 6.000 TON | 50.00000 300.00| 130.00000 780.00| RIPRAP, REVETMENT | | | 0019 616-93772 6.000 EACH | 100.00000 600.00| 335.00000 2010.00| INSPECTION HOLE | | | 0020 708-51813 400.000 SFT | 56.00000 22400.00| 50.00000 20000.00| PNEUMATICALLY PLACED MORTAR | | | 0021 722-51852 700.000 SFT | 52.00000 36400.00| 80.00000 56000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0022 724-03276 1320.000 LFT | 39.00000 51480.00| 67.00000 88440.00| EXPANSION JOINT SEALING SYSTEM | | | 0023 801-01093 4.000 EACH | 275.00000 1100.00| 1300.00000 5200.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0024 801-04308 6.000 EACH | 125.00000 750.00| 125.00000 750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06625 24.000 EACH | 25.00000 600.00| 25.00000 600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0026 801-06640 12.000 EACH | 75.00000 900.00| 75.00000 900.00| CONSTRUCTION SIGN, A | | | 0027 801-06645 2.000 EACH | 10.00000 20.00| 10.00000 20.00| CONSTRUCTION SIGN, B | | | 0028 801-06710 20.000 DAY | 150.00000 3000.00| 40.00000 800.00| FLASHING ARROW SIGN | | | 0029 801-06775 LUMP | 1200.00000 1200.00| 1570.00000 1570.00| MAINTAINING TRAFFIC , STR. NO. 01 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,682.39 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -28203-B COUNTIES : VARIOUS LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1817530 |( ) |R L MCCOY INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 801-06775 LUMP | 1200.00000 1200.00| 1570.00000 1570.00| MAINTAINING TRAFFIC , STR. NO. 02 | | | 0031 801-06775 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| MAINTAINING TRAFFIC , STR. NO. 03 | | | 0032 801-06775 LUMP | 5500.00000 5500.00| 4000.00000 4000.00| MAINTAINING TRAFFIC , STR. NO. 04 | | | 0033 801-06775 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| MAINTAINING TRAFFIC , STR. NO. 05 | | | 0034 801-06775 LUMP | 3000.00000 3000.00| 4200.00000 4200.00| MAINTAINING TRAFFIC , STR. NO. 06 | | | 0035 801-06775 LUMP | 1400.00000 1400.00| 800.00000 800.00| MAINTAINING TRAFFIC , STR. NO. 07 | | | 0036 801-06775 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| MAINTAINING TRAFFIC , STR. NO. 08 | | | 0037 801-06775 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC , STR. NO. 09 | | | 0038 801-06775 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC , STR. NO. 10 | | | 0039 801-06775 LUMP | 1300.00000 1300.00| 4500.00000 4500.00| MAINTAINING TRAFFIC , STR. NO. 11 | | | 0040 801-06775 LUMP | 1000.00000 1000.00| 4500.00000 4500.00| MAINTAINING TRAFFIC , STR. NO. 12 | | | 0041 801-06775 LUMP | 500.00000 500.00| 1250.00000 1250.00| MAINTAINING TRAFFIC , STR. NO. 13 | | | 0042 801-06775 LUMP | 1700.00000 1700.00| 3000.00000 3000.00| MAINTAINING TRAFFIC , STR. NO. 14 | | | 0043 801-06775 LUMP | 1000.00000 1000.00| 1850.00000 1850.00| MAINTAINING TRAFFIC , STR. NO. 15 | | | 0044 801-06775 LUMP | 1300.00000 1300.00| 1700.00000 1700.00| MAINTAINING TRAFFIC , STR. NO. 16 | | | 0045 801-06775 LUMP | 1300.00000 1300.00| 1700.00000 1700.00| MAINTAINING TRAFFIC , STR. NO. 17 | | | 0046 801-06775 LUMP | 6700.00000 6700.00| 4500.00000 4500.00| MAINTAINING TRAFFIC , STR. NO. 18 | | | 0047 801-06775 LUMP | 2100.00000 2100.00| 3500.00000 3500.00| MAINTAINING TRAFFIC , STR. NO. 19 | | | 0048 801-06775 LUMP | 5900.00000 5900.00| 10000.00000 10000.00| MAINTAINING TRAFFIC , STR. NO. 20 | | | 0049 801-06775 LUMP | 1500.00000 1500.00| 2000.00000 2000.00| MAINTAINING TRAFFIC , STR. NO. 21 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/29/05 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,682.39 ROUTE : VARIOUS CALL ORDER : 490 CONTRACT ID : B -28203-B COUNTIES : VARIOUS LETTING DATE : 06/22/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1817530 |( ) |R L MCCOY INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 801-07118 84.000 LFT | 2.65000 222.60| 2.65000 222.60| BARRICADE, III-A | | | 0051 801-07119 72.000 LFT | 2.75000 198.00| 2.75000 198.00| BARRICADE, III-B | | | 0052 801-92448 500.000 DAY | 85.00000 42500.00| 60.00000 30000.00| CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 242,962.60| $ 374,682.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 242,962.60| $ 374,682.60| $ ====================================================================================================================================