INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 396,247.25 ROUTE : COUNTY ROAD 200S CALL ORDER : 521 CONTRACT ID : B -27090-A COUNTIES : RANDOLPH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 413,833.36 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 456,337.70 110.2709% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 533,758.95 128.9792% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1618530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION & REPLACEMENT | | | 0001 105-06845 LUMP | 8311.43000 8311.43| 4000.00000 4000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1456.55000 11652.40| 2050.00000 16400.00| 1500.00000 12000.00 FIELD OFFICE, A | | | 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 | 20691.67000 20691.67| 22000.00000 22000.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6207.50000 6207.50| 11000.00000 11000.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0007 202-51328 LUMP | 7500.00000 7500.00| 5950.00000 5950.00| 27000.00000 27000.00 PRESENT STRUCTURE, REMOVE PORTIONS - | | | SUBSTRUCTURE | | | 0008 202-51328 LUMP | 16250.00000 16250.00| 67130.00000 67130.00| 55000.00000 55000.00 PRESENT STRUCTURE, REMOVE PORTIONS - | | | SUPERSTRUCTURE | | | 0009 203-02000 218.000 m3 | 13.20000 2877.60| 27.75000 6049.50| 21.00000 4578.00 EXCAVATION, COMMON | | | 0010 203-02070 2098.000 m3 | 12.85000 26959.30| 18.00000 37764.00| 20.00000 41960.00 BORROW | | | 0011 203-51223 107.000 m3 | 26.00000 2782.00| 15.00000 1605.00| 15.00000 1605.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 396,247.25 ROUTE : COUNTY ROAD 200S CALL ORDER : 521 CONTRACT ID : B -27090-A COUNTIES : RANDOLPH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1618530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06931 28.000 Mg | 100.00000 2800.00| 41.50000 1162.00| 50.00000 1400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 28.500 Mg | 110.00000 3135.00| 46.70000 1330.95| 50.00000 1425.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 405.000 m | 4.91000 1988.55| 5.14000 2081.70| 5.00000 2025.00 TEMPORARY SILT FENCE | | | 0015 206-51220 76.000 m3 | 60.00000 4560.00| 130.00000 9880.00| 300.00000 22800.00 EXCAVATION, WET | | | 0016 207-07503 830.000 m2 | 11.00000 9130.00| 10.60000 8798.00| 6.00000 4980.00 SUBGRADE TREATMENT, TYPE E | | | 0017 213-52830 9.000 m3 | 135.00000 1215.00| 90.00000 810.00| 175.00000 1575.00 FLOWABLE MORTAR | | | 0018 301-07448 729.000 Mg | 25.00000 18225.00| 19.50000 14215.50| 24.00000 17496.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08043 241.000 m2 | 11.00000 2651.00| 10.00000 2410.00| 12.00000 2892.00 MILLING, TRANSITION | | | 0020 402-07432 131.300 Mg | 67.37000 8845.68| 67.50000 8862.75| 70.00000 9191.00 HMA SURFACE, TYPE A | | | 0021 402-07435 184.600 Mg | 52.55000 9700.73| 52.55000 9700.73| 56.00000 10337.60 HMA INTERMEDIATE, TYPE A | | | 0022 404-05514 265.000 m2 | 14.30000 3789.50| 14.30000 3789.50| 6.50000 1722.50 SEAL COAT, 5 | | | 0023 405-05518 1246.000 m2 | 0.01000 12.46| 0.01000 12.46| 0.65000 809.90 ASPHALT FOR PRIME COAT | | | 0024 406-05521 1466.000 m2 | 1.00000 1466.00| 1.00000 1466.00| 0.20000 293.20 ASPHALT FOR TACK COAT | | | 0025 601-06037 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| 725.00000 2900.00 GUARDRAIL END TREATMENT, I | | | 0026 601-06374 4.000 EACH | 660.00000 2640.00| 660.00000 2640.00| 800.00000 3200.00 GUARDRAIL TRANSITION, TGS-1 | | | 0027 601-99105 171.450 m | 44.30000 7595.24| 44.30000 7595.24| 50.00000 8572.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 603-02664 1.000 EACH | 7300.00000 7300.00| 7310.00000 7310.00| 10750.00000 10750.00 GATE, CATTLE | | | 0029 603-06040 112.000 m | 20.60000 2307.20| 20.60000 2307.20| 30.00000 3360.00 FENCE, FARM FIELD, 1190 mm | | | 0030 603-94217 229.000 m | 16.00000 3664.00| 16.00000 3664.00| 16.00000 3664.00 FENCE, BARBED WIRE, 5 STRAND, 1220 mm | | | 0031 609-06257 119.000 m2 | 75.00000 8925.00| 58.00000 6902.00| 85.00000 10115.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 396,247.25 ROUTE : COUNTY ROAD 200S CALL ORDER : 521 CONTRACT ID : B -27090-A COUNTIES : RANDOLPH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1618530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 616-02320 729.000 m2 | 2.75000 2004.75| 2.35000 1713.15| 3.00000 2187.00 GEOTEXTILES | | | 0033 616-06405 416.800 Mg | 28.00000 11670.40| 22.40000 9336.32| 30.00000 12504.00 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01371 17.000 kg | 14.60000 248.20| 19.40000 329.80| 15.00000 255.00 SEED MIXTURE, LEGUME, 2 | | | 0036 621-06545 0.300 Mg | 707.22000 212.17| 760.00000 228.00| 725.00000 217.50 FERTILIZER | | | 0037 621-06548 2.400 kg | 134.35000 322.44| 55.00000 132.00| 135.00000 324.00 SEED MIXTURE, CV | | | 0038 621-06553 42.000 kg | 7.37000 309.54| 7.96000 334.32| 7.50000 315.00 SEED MIXTURE, R | | | 0039 621-06565 1.700 Mg | 144.27000 245.26| 577.00000 980.90| 145.00000 246.50 MULCHING MATERIAL | | | 0040 621-06567 13.900 kL | 1.00000 13.90| 5.00000 69.50| 1.00000 13.90 WATER | | | 0041 621-06575 765.000 m2 | 4.62000 3534.30| 6.42000 4911.30| 4.75000 3633.75 SODDING, NURSERY | | | 0042 622-52436 3.000 EACH | 16.62000 49.86| 25.00000 75.00| 18.00000 54.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 80.000 EACH | 8.28000 662.40| 9.75000 780.00| 8.50000 680.00 SEEDLING | | | 0044 622-98200 4.000 EACH | 16.65000 66.60| 25.00000 100.00| 18.00000 72.00 SIGN, DO NOT DISTURB | | | 0045 701-01849 247.200 m | 154.50000 38192.40| 132.00000 32630.40| 150.00000 37080.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0046 701-08350 68.400 m | 263.75000 18040.50| 152.00000 10396.80| 240.00000 16416.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 7.92 mm, 356 mm | | | 0047 702-90915 37.000 m3 | 650.00000 24050.00| 475.00000 17575.00| 750.00000 27750.00 CONCRETE, A SKIRT WALLS | | | 0048 703-51030 7524.000 kg | 1.75000 13167.00| 1.30000 9781.20| 1.80000 13543.20 REINFORCING STEEL | | | 0049 703-51032 8370.000 kg | 1.95000 16321.50| 1.44000 12052.80| 2.10000 17577.00 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 396,247.25 ROUTE : COUNTY ROAD 200S CALL ORDER : 521 CONTRACT ID : B -27090-A COUNTIES : RANDOLPH LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1618530 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 704-51002 139.000 m3 | 425.00000 59075.00| 475.00000 66025.00| 600.00000 83400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06344 60.960 m | 238.00000 14508.48| 238.00000 14508.48| 165.00000 10058.40 RAILING, TS-1 | | | 0052 709-51821 LUMP | 1122.80000 1122.80| 1500.00000 1500.00| 1400.00000 1400.00 SURFACE SEAL | | | 0053 801-04308 2.000 EACH | 350.00000 700.00| 210.00000 420.00| 225.00000 450.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06640 6.000 EACH | 185.00000 1110.00| 150.00000 900.00| 155.00000 930.00 CONSTRUCTION SIGN, A | | | 0055 801-07118 14.400 m | 64.00000 921.60| 43.00000 619.20| 45.00000 648.00 BARRICADE, III-A | | | SECTION TOTALS | $ 413,833.36| $ 456,337.70| $ 533,758.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 413,833.36| $ 456,337.70| $ 533,758.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/20/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 993,972.83 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,037,854.60 104.4148% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 1,066,117.44 107.2582% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,071,233.25 107.7729% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,072,000.00 107.8500% 6 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,093,895.66 110.0529% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1609544 |( 3 ) 35-1128289 |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 10960.00000 10960.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1800.00000 21600.00| 1600.00000 19200.00| 1450.00000 17400.00 FIELD OFFICE, A | | | 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 | 49000.00000 49000.00| 51800.00000 51800.00| 53305.00000 53305.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5000.00000 5000.00| 3000.00000 3000.00| 5330.50000 5330.50 CLEARING RIGHT OF WAY | | | 0007 202-02240 303.000 SYS | 17.00000 5151.00| 9.00000 2727.00| 14.39000 4360.17 PAVEMENT REMOVAL | | | 0008 202-02241 1130.000 LFT | 1.95000 2203.50| 2.20000 2486.00| 2.00000 2260.00 GUARDRAIL, REMOVE | | | 0009 202-02272 88.000 LFT | 6.00000 528.00| 6.00000 528.00| 12.00000 1056.00 PAVED SIDE DITCH, REMOVE | | | 0010 202-02276 4.000 EACH | 500.00000 2000.00| 175.00000 700.00| 600.00000 2400.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0011 202-02277 1181.000 LFT | 2.50000 2952.50| 2.00000 2362.00| 4.25000 5019.25 GUTTER, LIP, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1609544 |( 3 ) 35-1128289 |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-51328 LUMP | 90000.00000 90000.00| 167410.00000 167410.00| 137012.00000 137012.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-91840 100.000 LFT | 5.00000 500.00| 4.50000 450.00| 9.00000 900.00 FENCE, CHAIN LINK, REMOVE | | | 0014 203-90014 6.850 STA | 700.00000 4795.00| 300.00000 2055.00| 950.00000 6507.50 LINEAR GRADING | | | 0015 205-06937 2500.000 LFT | 1.36000 3400.00| 1.54000 3850.00| 1.50000 3750.00 TEMPORARY SILT FENCE | | | 0016 206-51230 8.000 CYS | 65.00000 520.00| 150.00000 1200.00| 60.00000 480.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-02050 6.000 CYS | 125.00000 750.00| 60.00000 360.00| 100.00000 600.00 B BORROW | | | 0018 302-07455 53.000 CYS | 35.00000 1855.00| 46.00000 2438.00| 77.00000 4081.00 DENSE GRADED SUBBASE | | | 0019 306-08033 1483.000 SYS | 3.30000 4893.90| 4.80000 7118.40| 3.50000 5190.50 MILLING, ASPHALT, 1 IN. | | | 0020 306-08043 237.000 SYS | 4.75000 1125.75| 3.84000 910.08| 5.00000 1185.00 MILLING, TRANSITION | | | 0021 406-05521 3792.000 SYS | 0.10000 379.20| 0.11000 417.12| 0.10000 379.20 ASPHALT FOR TACK COAT | | | 0022 502-06329 98.000 SYS | 60.00000 5880.00| 80.00000 7840.00| 65.00000 6370.00 PCCP, 12 IN. | | | 0023 503-03489 44.000 EACH | 20.00000 880.00| 16.00000 704.00| 20.00000 880.00 RETROFITTED TIE BARS | | | 0024 503-05310 88.000 LFT | 125.00000 11000.00| 130.00000 11440.00| 150.00000 13200.00 TERMINAL JOINT | | | 0025 601-01522 4.000 EACH | 1600.00000 6400.00| 1800.00000 7200.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01626 1.000 EACH | 1275.00000 1275.00| 1440.00000 1440.00| 1275.00000 1275.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0027 601-06035 350.000 LFT | 5.15000 1802.50| 5.82000 2037.00| 5.15000 1802.50 GUARDRAIL, RESET | | | 0028 601-06854 1.000 EACH | 2400.00000 2400.00| 2700.00000 2700.00| 2400.00000 2400.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-07024 2.000 EACH | 5700.00000 11400.00| 6440.00000 12880.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0030 601-94689 4.000 EACH | 2050.00000 8200.00| 2300.00000 9200.00| 2050.00000 8200.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1609544 |( 3 ) 35-1128289 |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-99105 937.500 LFT | 13.55000 12703.13| 15.30000 14343.75| 13.55000 12703.13 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 601-99123 1.000 EACH | 2400.00000 2400.00| 2700.00000 2700.00| 2400.00000 2400.00 GUARDRAIL TRANSITION, GP | | | 0033 602-06639 720.000 LFT | 25.00000 18000.00| 19.00000 13680.00| 17.00000 12240.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 400.000 LFT | 22.00000 8800.00| 17.00000 6800.00| 16.00000 6400.00 TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 24.000 EACH | 8.00000 192.00| 10.00000 240.00| 9.00000 216.00 BARRIER DELINEATOR | | | 0036 603-06045 100.000 LFT | 12.90000 1290.00| 15.00000 1500.00| 12.90000 1290.00 FENCE, CHAIN LINK, 48 IN. | | | 0037 609-06259 223.000 SYS | 55.00000 12265.00| 72.00000 16056.00| 58.00000 12934.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0038 610-07487 485.000 TON | 63.00000 30555.00| 71.19000 34527.15| 66.00000 32010.00 HMA FOR APPROACHES, TYPE B | | | 0039 616-02320 642.000 SYS | 2.25000 1444.50| 1.80000 1155.60| 2.50000 1605.00 GEOTEXTILES | | | 0040 616-05688 85.000 TON | 35.00000 2975.00| 40.00000 3400.00| 39.00000 3315.00 RIPRAP, CLASS 1 | | | 0041 616-06405 287.000 TON | 22.00000 6314.00| 26.00000 7462.00| 29.00000 8323.00 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH | 75.00000 150.00| 85.00000 170.00| 80.00000 160.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06560 1900.000 SYS | 0.46000 874.00| 0.52000 988.00| 0.50000 950.00 MULCHED SEEDING, U | | | 0044 702-51005 88.000 CYS | 750.00000 66000.00| 710.00000 62480.00| 775.00000 68200.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51110 1288.000 LBS | 1.75000 2254.00| 1.78000 2292.64| 1.75000 2254.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0046 703-51030 2284.000 LBS | 0.80000 1827.20| 0.66000 1507.44| 0.65000 1484.60 REINFORCING STEEL | | | 0047 703-51032 138900.000 LBS | 0.85000 118065.00| 0.77000 106953.00| 0.75000 104175.00 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 423.000 CYS | 425.00000 179775.00| 420.61000 177918.03| 420.00000 177660.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH | 1250.00000 5000.00| 1360.00000 5440.00| 1850.00000 7400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1609544 |( 3 ) 35-1128289 |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 706-51020 81.000 CYS | 500.00000 40500.00| 440.00000 35640.00| 385.00000 31185.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP | 10540.00000 10540.00| 12135.00000 12135.00| 10750.00000 10750.00 SURFACE SEAL | | | 0052 711-51038 LUMP | 35000.00000 35000.00| 47912.00000 47912.00| 49000.00000 49000.00 STRUCTURAL STEEL | | | 0053 711-51864 112.000 EACH | 22.00000 2464.00| 20.34000 2278.08| 20.00000 2240.00 DRILLED HOLE | | | 0054 711-51877 LUMP | 55000.00000 55000.00| 27640.00000 27640.00| 33000.00000 33000.00 JACKING AND SUPPORTING BEAMS | | | 0055 711-96800 336.000 EACH | 5.00000 1680.00| 3.44000 1155.84| 3.50000 1176.00 STUD SHEAR CONNECTOR | | | 0056 715-91361 12.000 LFT | 14.00000 168.00| 16.00000 192.00| 26.00000 312.00 PIPE, PVC, 6 IN. | | | 0057 720-44296 2.000 EACH | 250.00000 500.00| 150.00000 300.00| 600.00000 1200.00 CAP INLET | | | 0058 724-51925 160.000 LFT | 110.00000 17600.00| 92.00000 14720.00| 125.00000 20000.00 STRUCTURAL EXPANSION JOINT, SS | | | 0059 726-92406 7.000 EACH | 985.00000 6895.00| 766.00000 5362.00| 850.00000 5950.00 BEARING ASSEMBLY, ELASTOMERIC , E1 | | | 0060 726-92406 7.000 EACH | 715.00000 5005.00| 540.00000 3780.00| 775.00000 5425.00 BEARING ASSEMBLY, ELASTOMERIC , E4 | | | 0061 726-92406 7.000 EACH | 730.00000 5110.00| 557.00000 3899.00| 780.00000 5460.00 BEARING ASSEMBLY, ELASTOMERIC , E5 | | | 0062 726-92406 7.000 EACH | 1025.00000 7175.00| 800.00000 5600.00| 1010.00000 7070.00 BEARING ASSEMBLY, ELASTOMERIC , E6 | | | 0063 726-92406 7.000 EACH | 755.00000 5285.00| 574.00000 4018.00| 800.00000 5600.00 BEARING ASSEMBLY, ELASTOMERIC , E7 | | | 0064 726-92406 7.000 EACH | 950.00000 6650.00| 749.00000 5243.00| 975.00000 6825.00 BEARING ASSEMBLY, ELASTOMERIC , E8 | | | 0065 729-51875 62.000 SFT | 30.00000 1860.00| 24.00000 1488.00| 48.00000 2976.00 CONCRETE, A, PATCHING | | | 0066 801-01093 10.000 EACH | 550.00000 5500.00| 878.00000 8780.00| 575.00000 5750.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0067 801-04308 4.000 EACH | 250.00000 1000.00| 310.00000 1240.00| 265.00000 1060.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06207 463.000 LFT | 1.10000 509.30| 1.13000 523.19| 1.10000 509.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1609544 |( 3 ) 35-1128289 |GOHMANN ASPHALT & CONSTR., I |SCHUTT-LOOKABILL CO |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 801-06625 12.000 EACH | 65.00000 780.00| 56.00000 672.00| 80.00000 960.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 61.000 EACH | 89.00000 5429.00| 118.00000 7198.00| 95.00000 5795.00 CONSTRUCTION SIGN, A | | | 0071 801-06710 240.000 DAY | 10.00000 2400.00| 12.00000 2880.00| 30.00000 7200.00 FLASHING ARROW SIGN | | | 0072 801-06775 LUMP | 25000.00000 25000.00| 25802.00000 25802.00| 61500.00000 61500.00 MAINTAINING TRAFFIC | | | 0073 801-07118 72.000 LFT | 10.00000 720.00| 10.00000 720.00| 10.50000 756.00 BARRICADE, III-A | | | 0074 801-07119 72.000 LFT | 12.00000 864.00| 10.00000 720.00| 12.50000 900.00 BARRICADE, III-B | | | 0075 801-09133 3.000 EACH | 5800.00000 17400.00| 6277.00000 18831.00| 7600.00000 22800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0076 802-05701 59.000 LFT | 12.00000 708.00| 6.50000 383.50| 5.70000 336.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-76045 11.000 SFT | 17.00000 187.00| 23.00000 253.00| 20.50000 225.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0078 808-06713 2645.000 LFT | 0.25000 661.25| 0.25000 661.25| 0.26000 687.70 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0079 808-06714 2364.000 LFT | 0.25000 591.00| 0.25000 591.00| 0.26000 614.64 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0080 808-06716 281.000 LFT | 1.10000 309.10| 1.13000 317.53| 1.15000 323.15 LINE, REMOVE | | | 0081 808-75996 31.000 EACH | 20.00000 620.00| 10.00000 310.00| 13.50000 418.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 31.000 EACH | 35.00000 1085.00| 51.00000 1581.00| 37.00000 1147.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 993,972.83| $ 1,037,854.60| $ 1,066,117.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 993,972.83| $ 1,037,854.60| $ 1,066,117.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 10129.23000 10129.23| 10509.50000 10509.50 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1600.00000 19200.00| 2420.00000 29040.00| 1262.57000 15150.84 FIELD OFFICE, A | | | 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 | 53000.00000 53000.00| 53498.00000 53498.00| 54694.78000 54694.78 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5000.00000 5000.00| 5719.89000 5719.89| 9956.43000 9956.43 CLEARING RIGHT OF WAY | | | 0007 202-02240 303.000 SYS | 15.00000 4545.00| 13.11000 3972.33| 15.45000 4681.35 PAVEMENT REMOVAL | | | 0008 202-02241 1130.000 LFT | 2.00000 2260.00| 2.17000 2452.10| 2.25000 2542.50 GUARDRAIL, REMOVE | | | 0009 202-02272 88.000 LFT | 20.00000 1760.00| 11.33000 997.04| 5.31000 467.28 PAVED SIDE DITCH, REMOVE | | | 0010 202-02276 4.000 EACH | 250.00000 1000.00| 64.62000 258.48| 109.12000 436.48 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0011 202-02277 1181.000 LFT | 3.00000 3543.00| 5.93000 7003.33| 3.17000 3743.77 GUTTER, LIP, REMOVE | | | 0012 202-51328 LUMP | 100000.00000 100000.00| 152036.84000 152036.84| 149585.76000 149585.76 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-91840 100.000 LFT | 2.50000 250.00| 5.01000 501.00| 2.89000 289.00 FENCE, CHAIN LINK, REMOVE | | | 0014 203-90014 6.850 STA | 1200.00000 8220.00| 1020.41000 6989.81| 953.14000 6529.01 LINEAR GRADING | | | 0015 205-06937 2500.000 LFT | 1.40000 3500.00| 1.51000 3775.00| 2.33000 5825.00 TEMPORARY SILT FENCE | | | 0016 206-51230 8.000 CYS | 150.00000 1200.00| 47.31000 378.48| 34.65000 277.20 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 211-02050 6.000 CYS | 150.00000 900.00| 92.18000 553.08| 37.90000 227.40 B BORROW | | | 0018 302-07455 53.000 CYS | 60.00000 3180.00| 26.51000 1405.03| 45.93000 2434.29 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08033 1483.000 SYS | 4.00000 5932.00| 4.77000 7073.91| 3.91000 5798.53 MILLING, ASPHALT, 1 IN. | | | 0020 306-08043 237.000 SYS | 4.00000 948.00| 4.96000 1175.52| 4.65000 1102.05 MILLING, TRANSITION | | | 0021 406-05521 3792.000 SYS | 0.10000 379.20| 0.04000 151.68| 0.12000 455.04 ASPHALT FOR TACK COAT | | | 0022 502-06329 98.000 SYS | 75.00000 7350.00| 66.07000 6474.86| 50.00000 4900.00 PCCP, 12 IN. | | | 0023 503-03489 44.000 EACH | 15.00000 660.00| 30.73000 1352.12| 13.82000 608.08 RETROFITTED TIE BARS | | | 0024 503-05310 88.000 LFT | 125.00000 11000.00| 109.72000 9655.36| 121.73000 10712.24 TERMINAL JOINT | | | 0025 601-01522 4.000 EACH | 1600.00000 6400.00| 1780.96000 7123.84| 1847.82000 7391.28 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01626 1.000 EACH | 1275.00000 1275.00| 1419.20000 1419.20| 1472.48000 1472.48 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0027 601-06035 350.000 LFT | 5.25000 1837.50| 5.73000 2005.50| 5.95000 2082.50 GUARDRAIL, RESET | | | 0028 601-06854 1.000 EACH | 2400.00000 2400.00| 2671.44000 2671.44| 2771.74000 2771.74 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-07024 2.000 EACH | 5700.00000 11400.00| 6344.68000 12689.36| 6582.88000 13165.76 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0030 601-94689 4.000 EACH | 2050.00000 8200.00| 2281.86000 9127.44| 2367.53000 9470.12 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 937.500 LFT | 14.00000 13125.00| 15.09000 14146.88| 15.65000 14671.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 601-99123 1.000 EACH | 2400.00000 2400.00| 2671.44000 2671.44| 2771.74000 2771.74 GUARDRAIL TRANSITION, GP | | | 0033 602-06639 720.000 LFT | 25.00000 18000.00| 12.94000 9316.80| 18.30000 13176.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0034 602-06646 400.000 LFT | 20.00000 8000.00| 10.44000 4176.00| 18.29000 7316.00 TEMPORARY CONCRETE BARRIER | | | 0035 602-06729 24.000 EACH | 8.00000 192.00| 16.70000 400.80| 8.66000 207.84 BARRIER DELINEATOR | | | 0036 603-06045 100.000 LFT | 13.00000 1300.00| 14.36000 1436.00| 14.90000 1490.00 FENCE, CHAIN LINK, 48 IN. | | | 0037 609-06259 223.000 SYS | 80.00000 17840.00| 52.52000 11711.96| 48.91000 10906.93 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 610-07487 485.000 TON | 64.00000 31040.00| 44.05000 21364.25| 72.76000 35288.60 HMA FOR APPROACHES, TYPE B | | | 0039 616-02320 642.000 SYS | 4.00000 2568.00| 3.94000 2529.48| 2.13000 1367.46 GEOTEXTILES | | | 0040 616-05688 85.000 TON | 42.00000 3570.00| 34.38000 2922.30| 32.13000 2731.05 RIPRAP, CLASS 1 | | | 0041 616-06405 287.000 TON | 32.00000 9184.00| 24.95000 7160.65| 23.15000 6644.05 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH | 125.00000 250.00| 83.49000 166.98| 86.62000 173.24 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06560 1900.000 SYS | 0.50000 950.00| 0.51000 969.00| 0.53000 1007.00 MULCHED SEEDING, U | | | 0044 702-51005 88.000 CYS | 800.00000 70400.00| 720.64000 63416.32| 604.81000 53223.28 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51110 1288.000 LBS | 3.25000 4186.00| 3.64000 4688.32| 2.52000 3245.76 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0046 703-51030 2284.000 LBS | 0.80000 1827.20| 0.69000 1575.96| 0.83000 1895.72 REINFORCING STEEL | | | 0047 703-51032 138900.000 LBS | 0.90000 125010.00| 0.76000 105564.00| 0.80000 111120.00 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 423.000 CYS | 525.00000 222075.00| 536.19000 226808.37| 548.05000 231825.15 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05732 4.000 EACH | 1500.00000 6000.00| 1335.73000 5342.92| 1385.87000 5543.48 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51020 81.000 CYS | 450.00000 36450.00| 434.11000 35162.91| 450.41000 36483.21 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP | 11000.00000 11000.00| 13637.34000 13637.34| 11536.26000 11536.26 SURFACE SEAL | | | 0052 711-51038 LUMP | 53000.00000 53000.00| 39214.62000 39214.62| 59944.59000 59944.59 STRUCTURAL STEEL | | | 0053 711-51864 112.000 EACH | 22.00000 2464.00| 20.04000 2244.48| 20.79000 2328.48 DRILLED HOLE | | | 0054 711-51877 LUMP | 21000.00000 21000.00| 32641.98000 32641.98| 26856.22000 26856.22 JACKING AND SUPPORTING BEAMS | | | 0055 711-96800 336.000 EACH | 5.50000 1848.00| 3.38000 1135.68| 3.51000 1179.36 STUD SHEAR CONNECTOR | | | 0056 715-91361 12.000 LFT | 120.00000 1440.00| 57.98000 695.76| 71.56000 858.72 PIPE, PVC, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 720-44296 2.000 EACH | 325.00000 650.00| 474.57000 949.14| 116.62000 233.24 CAP INLET | | | 0058 724-51925 160.000 LFT | 120.00000 19200.00| 123.75000 19800.00| 96.31000 15409.60 STRUCTURAL EXPANSION JOINT, SS | | | 0059 726-92406 7.000 EACH | 875.00000 6125.00| 890.37000 6232.59| 819.53000 5736.71 BEARING ASSEMBLY, ELASTOMERIC , E1 | | | 0060 726-92406 7.000 EACH | 875.00000 6125.00| 667.74000 4674.18| 814.09000 5698.63 BEARING ASSEMBLY, ELASTOMERIC , E4 | | | 0061 726-92406 7.000 EACH | 875.00000 6125.00| 684.45000 4791.15| 814.09000 5698.63 BEARING ASSEMBLY, ELASTOMERIC , E5 | | | 0062 726-92406 7.000 EACH | 875.00000 6125.00| 923.76000 6466.32| 820.44000 5743.08 BEARING ASSEMBLY, ELASTOMERIC , E6 | | | 0063 726-92406 7.000 EACH | 875.00000 6125.00| 701.14000 4907.98| 814.99000 5704.93 BEARING ASSEMBLY, ELASTOMERIC , E7 | | | 0064 726-92406 7.000 EACH | 875.00000 6125.00| 873.67000 6115.69| 818.62000 5730.34 BEARING ASSEMBLY, ELASTOMERIC , E8 | | | 0065 729-51875 62.000 SFT | 45.00000 2790.00| 32.87000 2037.94| 92.75000 5750.50 CONCRETE, A, PATCHING | | | 0066 801-01093 10.000 EACH | 575.00000 5750.00| 864.88000 8648.80| 897.35000 8973.50 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0067 801-04308 4.000 EACH | 275.00000 1100.00| 306.10000 1224.40| 317.59000 1270.36 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06207 463.000 LFT | 1.20000 555.60| 1.11000 513.93| 1.15000 532.45 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0069 801-06625 12.000 EACH | 75.00000 900.00| 55.66000 667.92| 57.74000 692.88 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 61.000 EACH | 95.00000 5795.00| 116.87000 7129.07| 121.26000 7396.86 CONSTRUCTION SIGN, A | | | 0071 801-06710 240.000 DAY | 10.50000 2520.00| 11.13000 2671.20| 11.55000 2772.00 FLASHING ARROW SIGN | | | 0072 801-06775 LUMP | 26000.00000 26000.00| 20184.62000 20184.62| 20741.83000 20741.83 MAINTAINING TRAFFIC | | | 0073 801-07118 72.000 LFT | 11.00000 792.00| 10.02000 721.44| 10.39000 748.08 BARRICADE, III-A | | | 0074 801-07119 72.000 LFT | 13.00000 936.00| 10.02000 721.44| 10.39000 748.08 BARRICADE, III-B | | | 0075 801-09133 3.000 EACH | 6000.00000 18000.00| 6183.27000 18549.81| 6415.42000 19246.26 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 531 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,243.73 ROUTE : I-465 CALL ORDER : 531 CONTRACT ID : B -27242-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( 6 ) 05-0558668 |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 802-05701 59.000 LFT | 5.75000 339.25| 6.34000 374.06| 6.58000 388.22 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-76045 11.000 SFT | 21.00000 231.00| 22.81000 250.91| 23.68000 260.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0078 808-06713 2645.000 LFT | 0.25000 661.25| 0.25000 661.25| 0.25000 661.25 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0079 808-06714 2364.000 LFT | 0.25000 591.00| 0.25000 591.00| 0.25000 591.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0080 808-06716 281.000 LFT | 1.25000 351.25| 1.11000 311.91| 1.15000 323.15 LINE, REMOVE | | | 0081 808-75996 31.000 EACH | 25.00000 775.00| 16.69000 517.39| 5.10000 158.10 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 31.000 EACH | 35.00000 1085.00| 50.09000 1552.79| 51.97000 1611.07 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,071,233.25| $ 1,072,000.00| $ 1,093,895.66 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,071,233.25| $ 1,072,000.00| $ 1,093,895.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 645,836.10 100.0000% 2 35-1801998 CLR, INC. $ 669,237.17 103.6234% 3 35-1673827 HENDERSON, H.E., INC. $ 678,197.56 105.0108% 4 35-1310611 DUNCAN ROBERTSON INC $ 689,646.63 106.7835% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 782,797.95 121.2069% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1801998 |( 3 ) 35-1673827 |O'MARA, DAVE CONTRACTOR |CLR, INC. |HENDERSON, H.E., 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 | 10000.00000 10000.00| 14000.00000 14000.00| 19563.00000 19563.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1100.00000 13200.00| 1050.00000 12600.00| 1171.30000 14055.60 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 | 32000.00000 32000.00| 33000.00000 33000.00| 23225.00000 23225.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 12000.00000 12000.00| 13170.00000 13170.00| 32572.00000 32572.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 30000.00000 30000.00| 22000.00000 22000.00| 10045.00000 10045.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-99187 664.000 LFT | 1.70000 1128.80| 1.75000 1162.00| 2.11000 1401.04 FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 4956.000 CYS | 7.50000 37170.00| 4.25000 21063.00| 10.64000 52731.84 EXCAVATION, COMMON | | | 0010 203-02070 6694.000 CYS | 8.50000 56899.00| 10.00000 66940.00| 11.45000 76646.30 BORROW | | | 0011 204-02290 14.000 EACH | 850.00000 11900.00| 475.00000 6650.00| 351.42000 4919.88 SETTLEMENT PLATE | | | 0012 205-03371 93.000 CYS | 9.00000 837.00| 1.50000 139.50| 15.07000 1401.51 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1801998 |( 3 ) 35-1673827 |O'MARA, DAVE CONTRACTOR |CLR, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06930 2.800 TON | 66.00000 184.80| 55.00000 154.00| 55.84000 156.35 SPLASHPAD, RIPRAP | | | 0014 205-06931 6.200 TON | 60.00000 372.00| 55.00000 341.00| 71.17000 441.25 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 64.000 LFT | 14.00000 896.00| 12.00000 768.00| 20.59000 1317.76 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06936 39.000 TON | 28.00000 1092.00| 30.00000 1170.00| 48.56000 1893.84 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 482.000 LFT | 1.50000 723.00| 1.75000 843.50| 1.63000 785.66 TEMPORARY SILT FENCE | | | 0018 205-06938 83.000 LFT | 28.00000 2324.00| 6.00000 498.00| 19.21000 1594.43 TEMPORARY SLOPE DRAIN | | | 0019 206-51215 57.000 CYS | 110.00000 6270.00| 225.00000 12825.00| 88.99000 5072.43 EXCAVATION, X | | | 0020 206-51230 589.000 CYS | 43.00000 25327.00| 21.00000 12369.00| 9.06000 5336.34 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 210-07562 20.000 LFT | 12.00000 240.00| 11.25000 225.00| 16.11000 322.20 TEMPORARY DRAINAGE BARRIER AT SWALE | | | 0023 210-07739 1.000 EACH | 650.00000 650.00| 560.00000 560.00| 602.55000 602.55 TEMPORARY CONCRETE WASHOUT | | | 0024 211-06467 414.000 CYS | 36.00000 14904.00| 32.00000 13248.00| 32.61000 13500.54 AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 142.000 CYS | 24.00000 3408.00| 15.00000 2130.00| 36.06000 5120.52 STRUCTURE BACKFILL | | | 0026 301-07448 1622.500 TON | 12.50000 20281.25| 15.00000 24337.50| 16.44000 26673.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 402-07432 358.300 TON | 65.50000 23468.65| 67.50000 24185.25| 55.82000 20000.31 HMA SURFACE, TYPE A | | | 0028 402-07435 424.600 TON | 52.00000 22079.20| 58.50000 24839.10| 51.16000 21722.54 HMA INTERMEDIATE, TYPE A | | | 0029 404-05511 650.000 SYS | 2.75000 1787.50| 3.00000 1950.00| 4.62000 3003.00 SEAL COAT, 2 | | | 0030 405-05517 5.470 TON | 340.00000 1859.80| 100.00000 547.00| 525.00000 2871.75 ASPHALT FOR PRIME COAT | | | 0031 406-05520 0.750 TON | 290.00000 217.50| 100.00000 75.00| 840.00000 630.00 ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 1800.00000 7200.00| 2000.00000 8000.00| 1732.50000 6930.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-01626 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1365.00000 1365.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1801998 |( 3 ) 35-1673827 |O'MARA, DAVE CONTRACTOR |CLR, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 601-05586 1.000 EACH | 2200.00000 2200.00| 2300.00000 2300.00| 2079.00000 2079.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0035 601-06037 3.000 EACH | 725.00000 2175.00| 800.00000 2400.00| 735.00000 2205.00 GUARDRAIL END TREATMENT, I | | | 0036 601-99105 262.500 LFT | 15.00000 3937.50| 15.00000 3937.50| 14.49000 3803.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 603-06040 640.000 LFT | 7.20000 4608.00| 8.00000 5120.00| 7.14000 4569.60 FENCE, FARM FIELD, 47 IN. | | | 0038 609-06257 175.000 SYS | 45.00000 7875.00| 65.00000 11375.00| 59.01000 10326.75 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0039 616-02320 593.000 SYS | 3.50000 2075.50| 2.50000 1482.50| 2.63000 1559.59 GEOTEXTILES | | | 0040 616-06405 250.600 TON | 20.00000 5012.00| 23.00000 5763.80| 20.17000 5054.60 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 375.00000 750.00| 150.00000 300.00| 367.50000 735.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 0.640 TON | 360.00000 230.40| 1500.00000 960.00| 351.75000 225.12 FERTILIZER | | | 0043 621-06548 8.900 LBS | 70.00000 623.00| 45.00000 400.50| 70.75000 629.68 SEED MIXTURE, CV | | | 0044 621-06553 270.300 LBS | 2.90000 783.87| 2.75000 743.33| 2.86000 773.06 SEED MIXTURE, R | | | 0045 621-06557 238.500 LBS | 2.30000 548.55| 2.00000 477.00| 2.21000 527.09 SEED MIXTURE, T | | | 0046 621-06565 3.180 TON | 640.00000 2035.20| 500.00000 1590.00| 642.53000 2043.25 MULCHING MATERIAL | | | 0047 621-06567 0.050 MG | 1.00000 0.05| 11.00000 0.55| 1.05000 0.05 WATER | | | 0048 621-06574 1067.000 SYS | 3.00000 3201.00| 3.00000 3201.00| 3.73000 3979.91 SODDING | | | 0049 621-08161 1612.000 SYS | 6.50000 10478.00| 6.00000 9672.00| 6.63000 10687.56 PERMANENT TURF REINFORCEMENT MAT | | | 0050 622-52436 6.000 EACH | 29.00000 174.00| 30.00000 180.00| 28.35000 170.10 SIGN, DO NOT MOW OR SPRAY | | | 0051 622-91786 100.000 EACH | 9.90000 990.00| 6.50000 650.00| 10.02000 1002.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1801998 |( 3 ) 35-1673827 |O'MARA, DAVE CONTRACTOR |CLR, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 622-98200 20.000 EACH | 29.00000 580.00| 30.00000 600.00| 28.35000 567.00 SIGN, DO NOT DISTURB | | | 0053 701-05569 30.000 LFT | 200.00000 6000.00| 410.00000 12300.00| 553.83000 16614.90 CORED HOLE IN ROCK , 30 IN. | | | 0054 701-51195 124.000 LFT | 64.00000 7936.00| 58.00000 7192.00| 75.86000 9406.64 PILE, STEEL H, HP 12 X 53 | | | 0055 701-91792 10.000 EACH | 110.00000 1100.00| 110.00000 1100.00| 105.00000 1050.00 PILE TIP, STEEL H | | | 0056 702-51005 174.000 CYS | 280.00000 48720.00| 325.00000 56550.00| 319.71000 55629.54 CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51015 56.000 CYS | 180.00000 10080.00| 324.00000 18144.00| 290.28000 16255.68 CONCRETE, B, FOOTINGS | | | 0058 702-94656 16.000 CYS | 150.00000 2400.00| 230.00000 3680.00| 198.75000 3180.00 CONCRETE, B | | | 0059 703-51032 52822.000 LBS | 0.80000 42257.60| 1.05000 55463.10| 0.81000 42785.82 REINFORCING STEEL, EPOXY COATED | | | 0060 704-51002 37.000 CYS | 450.00000 16650.00| 875.00000 32375.00| 676.44000 25028.28 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-06341 106.000 LFT | 86.00000 9116.00| 81.50000 8639.00| 85.58000 9071.48 RAILING, PF-2 | | | 0062 706-06352 4.000 EACH | 1400.00000 5600.00| 2025.00000 8100.00| 1093.65000 4374.60 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0063 706-51020 4.000 CYS | 625.00000 2500.00| 745.00000 2980.00| 1059.49000 4237.96 CONCRETE, C, RAILING | | | 0064 707-05977 656.000 SFT | 88.00000 57728.00| 58.00000 38048.00| 39.85000 26141.60 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 48 IN. | | | 0065 709-51821 LUMP | 2700.00000 2700.00| 1900.00000 1900.00| 1344.00000 1344.00 SURFACE SEAL | | | 0066 715-05123 286.000 LFT | 38.00000 10868.00| 33.00000 9438.00| 36.84000 10536.24 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0067 715-05173 34.000 LFT | 44.00000 1496.00| 38.00000 1292.00| 28.96000 984.64 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0068 715-46020 3.000 EACH | 250.00000 750.00| 725.00000 2175.00| 277.53000 832.59 PIPE END SECTION, 24 IN. | | | 0069 724-03276 64.200 LFT | 60.00000 3852.00| 89.00000 5713.80| 45.93000 2948.71 EXPANSION JOINT SEALING SYSTEM | | | 0070 801-04308 6.000 EACH | 220.00000 1320.00| 225.00000 1350.00| 336.00000 2016.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1801998 |( 3 ) 35-1673827 |O'MARA, DAVE CONTRACTOR |CLR, INC. |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 801-06625 43.000 EACH | 115.00000 4945.00| 100.00000 4300.00| 189.00000 8127.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0072 801-06640 19.000 EACH | 110.00000 2090.00| 115.00000 2185.00| 141.75000 2693.25 CONSTRUCTION SIGN, A | | | 0073 801-06775 LUMP | 6000.00000 6000.00| 3000.00000 3000.00| 2602.80000 2602.80 MAINTAINING TRAFFIC | | | 0074 801-07118 90.000 LFT | 10.00000 900.00| 10.00000 900.00| 15.75000 1417.50 BARRICADE, III-A | | | 0075 801-07119 72.000 LFT | 10.00000 720.00| 10.00000 720.00| 15.75000 1134.00 BARRICADE, III-B | | | 0076 802-05701 41.610 LFT | 12.50000 520.13| 13.00000 540.93| 12.08000 502.65 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-07059 4.000 EACH | 30.00000 120.00| 30.00000 120.00| 27.30000 109.20 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0078 802-76025 5.000 SFT | 33.00000 165.00| 36.00000 180.00| 33.23000 166.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0079 802-76035 19.000 SFT | 20.00000 380.00| 20.50000 389.50| 19.16000 364.04 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0080 802-76045 7.000 SFT | 21.00000 147.00| 22.00000 154.00| 20.32000 142.24 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0081 808-06713 2600.000 LFT | 0.20000 520.00| 0.36000 936.00| 0.18000 468.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0082 808-06714 2486.000 LFT | 0.20000 497.20| 0.36000 894.96| 0.18000 447.48 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0083 808-06726 49.000 LFT | 3.00000 147.00| 3.40000 166.60| 2.63000 128.87 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0084 207-08267 5031.000 SYS | 1.60000 8049.60| 2.75000 13835.25| 3.86000 19419.66 SUBGRADE TREATMENT, TYPE IIIA | | | 0085 302-07455 29.000 CYS | 47.00000 1363.00| 70.00000 2030.00| 41.19000 1194.51 DENSE GRADED SUBBASE | | | SECTION TOTALS | $ 645,836.10| $ 669,237.17| $ 678,197.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 645,836.10| $ 669,237.17| $ 678,197.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1618530 |( ) |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI | 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 | 9000.00000 9000.00| 11000.00000 11000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1350.00000 16200.00| 1200.00000 14400.00| FIELD OFFICE, B | | | 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 | 35000.00000 35000.00| 39000.00000 39000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 14000.00000 14000.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 25000.00000 25000.00| 27000.00000 27000.00| PRESENT STRUCTURE, REMOVE | | | 0008 202-99187 664.000 LFT | 3.00000 1992.00| 1.75000 1162.00| FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 4956.000 CYS | 8.00000 39648.00| 12.00000 59472.00| EXCAVATION, COMMON | | | 0010 203-02070 6694.000 CYS | 10.00000 66940.00| 13.00000 87022.00| BORROW | | | 0011 204-02290 14.000 EACH | 200.00000 2800.00| 1000.00000 14000.00| SETTLEMENT PLATE | | | 0012 205-03371 93.000 CYS | 15.00000 1395.00| 25.00000 2325.00| SEDIMENT, REMOVE | | | 0013 205-06930 2.800 TON | 156.00000 436.80| 90.00000 252.00| SPLASHPAD, RIPRAP | | | 0014 205-06931 6.200 TON | 100.00000 620.00| 80.00000 496.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 64.000 LFT | 5.00000 320.00| 7.00000 448.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06936 39.000 TON | 30.00000 1170.00| 65.00000 2535.00| TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 482.000 LFT | 1.00000 482.00| 2.00000 964.00| TEMPORARY SILT FENCE | | | 0018 205-06938 83.000 LFT | 10.00000 830.00| 30.00000 2490.00| TEMPORARY SLOPE DRAIN | | | 0019 206-51215 57.000 CYS | 150.00000 8550.00| 100.00000 5700.00| EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1618530 |( ) |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51230 589.000 CYS | 15.00000 8835.00| 11.00000 6479.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 210-07562 20.000 LFT | 25.00000 500.00| 25.00000 500.00| TEMPORARY DRAINAGE BARRIER AT SWALE | | | 0023 210-07739 1.000 EACH | 1500.00000 1500.00| 3500.00000 3500.00| TEMPORARY CONCRETE WASHOUT | | | 0024 211-06467 414.000 CYS | 30.00000 12420.00| 45.00000 18630.00| AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 142.000 CYS | 30.00000 4260.00| 15.00000 2130.00| STRUCTURE BACKFILL | | | 0026 301-07448 1622.500 TON | 16.00000 25960.00| 20.00000 32450.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 402-07432 358.300 TON | 66.00000 23647.80| 60.00000 21498.00| HMA SURFACE, TYPE A | | | 0028 402-07435 424.600 TON | 57.00000 24202.20| 52.00000 22079.20| HMA INTERMEDIATE, TYPE A | | | 0029 404-05511 650.000 SYS | 2.75000 1787.50| 2.50000 1625.00| SEAL COAT, 2 | | | 0030 405-05517 5.470 TON | 110.00000 601.70| 100.00000 547.00| ASPHALT FOR PRIME COAT | | | 0031 406-05520 0.750 TON | 110.00000 82.50| 100.00000 75.00| ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 1800.00000 7200.00| 1650.00000 6600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-01626 1.000 EACH | 1425.00000 1425.00| 130.00000 130.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0034 601-05586 1.000 EACH | 2200.00000 2200.00| 2000.00000 2000.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0035 601-06037 3.000 EACH | 775.00000 2325.00| 700.00000 2100.00| GUARDRAIL END TREATMENT, I | | | 0036 601-99105 262.500 LFT | 15.00000 3937.50| 14.00000 3675.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 603-06040 640.000 LFT | 7.50000 4800.00| 7.00000 4480.00| FENCE, FARM FIELD, 47 IN. | | | 0038 609-06257 175.000 SYS | 65.00000 11375.00| 60.00000 10500.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1618530 |( ) |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-02320 593.000 SYS | 3.50000 2075.50| 3.00000 1779.00| GEOTEXTILES | | | 0040 616-06405 250.600 TON | 20.00000 5012.00| 30.00000 7518.00| RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 220.00000 440.00| 200.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 0.640 TON | 385.00000 246.40| 350.00000 224.00| FERTILIZER | | | 0043 621-06548 8.900 LBS | 50.00000 445.00| 45.00000 400.50| SEED MIXTURE, CV | | | 0044 621-06553 270.300 LBS | 2.50000 675.75| 2.25000 608.18| SEED MIXTURE, R | | | 0045 621-06557 238.500 LBS | 1.90000 453.15| 1.70000 405.45| SEED MIXTURE, T | | | 0046 621-06565 3.180 TON | 330.00000 1049.40| 300.00000 954.00| MULCHING MATERIAL | | | 0047 621-06567 0.050 MG | 11.00000 0.55| 10.00000 0.50| WATER | | | 0048 621-06574 1067.000 SYS | 3.30000 3521.10| 3.00000 3201.00| SODDING | | | 0049 621-08161 1612.000 SYS | 6.60000 10639.20| 6.00000 9672.00| PERMANENT TURF REINFORCEMENT MAT | | | 0050 622-52436 6.000 EACH | 33.00000 198.00| 30.00000 180.00| SIGN, DO NOT MOW OR SPRAY | | | 0051 622-91786 100.000 EACH | 6.60000 660.00| 6.00000 600.00| SEEDLING | | | 0052 622-98200 20.000 EACH | 33.00000 660.00| 30.00000 600.00| SIGN, DO NOT DISTURB | | | 0053 701-05569 30.000 LFT | 600.00000 18000.00| 250.00000 7500.00| CORED HOLE IN ROCK , 30 IN. | | | 0054 701-51195 124.000 LFT | 75.00000 9300.00| 85.00000 10540.00| PILE, STEEL H, HP 12 X 53 | | | 0055 701-91792 10.000 EACH | 125.00000 1250.00| 90.00000 900.00| PILE TIP, STEEL H | | | 0056 702-51005 174.000 CYS | 350.00000 60900.00| 425.00000 73950.00| CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51015 56.000 CYS | 350.00000 19600.00| 275.00000 15400.00| CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1618530 |( ) |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 702-94656 16.000 CYS | 250.00000 4000.00| 300.00000 4800.00| CONCRETE, B | | | 0059 703-51032 52822.000 LBS | 0.80000 42257.60| 0.85000 44898.70| REINFORCING STEEL, EPOXY COATED | | | 0060 704-51002 37.000 CYS | 1000.00000 37000.00| 975.00000 36075.00| CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-06341 106.000 LFT | 90.00000 9540.00| 82.00000 8692.00| RAILING, PF-2 | | | 0062 706-06352 4.000 EACH | 1500.00000 6000.00| 1800.00000 7200.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0063 706-51020 4.000 CYS | 1000.00000 4000.00| 1100.00000 4400.00| CONCRETE, C, RAILING | | | 0064 707-05977 656.000 SFT | 45.00000 29520.00| 52.00000 34112.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 48 IN. | | | 0065 709-51821 LUMP | 2500.00000 2500.00| 1650.00000 1650.00| SURFACE SEAL | | | 0066 715-05123 286.000 LFT | 35.00000 10010.00| 65.00000 18590.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0067 715-05173 34.000 LFT | 60.00000 2040.00| 75.00000 2550.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0068 715-46020 3.000 EACH | 275.00000 825.00| 700.00000 2100.00| PIPE END SECTION, 24 IN. | | | 0069 724-03276 64.200 LFT | 75.00000 4815.00| 70.00000 4494.00| EXPANSION JOINT SEALING SYSTEM | | | 0070 801-04308 6.000 EACH | 225.00000 1350.00| 225.00000 1350.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0071 801-06625 43.000 EACH | 110.00000 4730.00| 100.00000 4300.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0072 801-06640 19.000 EACH | 110.00000 2090.00| 100.00000 1900.00| CONSTRUCTION SIGN, A | | | 0073 801-06775 LUMP | 4000.00000 4000.00| 6800.00000 6800.00| MAINTAINING TRAFFIC | | | 0074 801-07118 90.000 LFT | 10.00000 900.00| 10.00000 900.00| BARRICADE, III-A | | | 0075 801-07119 72.000 LFT | 10.00000 720.00| 10.00000 720.00| BARRICADE, III-B | | | 0076 802-05701 41.610 LFT | 12.50000 520.13| 12.00000 499.32| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 561 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 739,934.05 ROUTE : CALL ORDER : 561 CONTRACT ID : B -27700-A COUNTIES : MORGAN LETTING DATE : 02/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1618530 |( ) |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 802-07059 4.000 EACH | 28.50000 114.00| 26.00000 104.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0078 802-76025 5.000 SFT | 35.00000 175.00| 32.00000 160.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0079 802-76035 19.000 SFT | 20.00000 380.00| 20.00000 380.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0080 802-76045 7.000 SFT | 20.00000 140.00| 20.00000 140.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0081 808-06713 2600.000 LFT | 0.35000 910.00| 0.35000 910.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0082 808-06714 2486.000 LFT | 0.35000 870.10| 0.35000 870.10| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0083 808-06726 49.000 LFT | 3.25000 159.25| 3.00000 147.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0084 207-08267 5031.000 SYS | 4.50000 22639.50| 7.00000 35217.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0085 302-07455 29.000 CYS | 30.00000 870.00| 60.00000 1740.00| DENSE GRADED SUBBASE | | | SECTION TOTALS | $ 689,646.63| $ 782,797.95| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 689,646.63| $ 782,797.95| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CR 500 W CALL ORDER : 581 CONTRACT ID : B -27813-A COUNTIES : CARROLL LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 971,183.45 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/10/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 12,544,976.83 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 12,860,482.00 102.5150% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 13,604,259.01 108.4439% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 14,814,883.77 118.0942% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 15,160,000.00 120.8452% 6 36-2231526 WALSH CONSTR COMPANY $ 15,948,000.00 127.1266% 7 47-0640264 KIEWIT WESTERN CO $ 16,693,979.79 133.0730% ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 143913.05000 143913.05| 130000.00000 130000.00| 165000.00000 165000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 14.000 MOS | 1179.94000 16519.16| 1780.00000 24920.00| 1500.00000 21000.00 FIELD OFFICE, C | | | 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 108-01614 LUMP | 6672.55000 6672.55| 11000.00000 11000.00| 12000.00000 12000.00 PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 680000.00000 680000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0008 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0009 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0010 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0011 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 5 | | | 0012 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 6 | | | 0013 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 7 | | | 0014 110-01001 LUMP | 69000.00000 69000.00| 71000.00000 71000.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 8 | | | 0015 202-02240 4340.000 SYS | 6.39000 27732.60| 17.00000 73780.00| 15.00000 65100.00 PAVEMENT REMOVAL | | | 0016 202-02241 2220.000 LFT | 2.55000 5661.00| 1.60000 3552.00| 2.35000 5217.00 GUARDRAIL, REMOVE | | | 0017 202-51328 LUMP | 75780.97000 75780.97| 179257.27000 179257.27| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0018 202-51328 LUMP | 210527.83000 210527.83| 148000.00000 148000.00| 140000.00000 140000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0019 202-51328 LUMP | 178316.35000 178316.35| 130000.00000 130000.00| 115000.00000 115000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0020 202-51328 LUMP | 112695.97000 112695.97| 122000.00000 122000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0021 202-51328 LUMP | 73693.38000 73693.38| 40500.00000 40500.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0022 202-51328 LUMP | 304518.77000 304518.77| 300000.00000 300000.00| 280000.00000 280000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 202-51328 LUMP | 77644.55000 77644.55| 91500.00000 91500.00| 130000.00000 130000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | 0024 202-51328 LUMP | 250346.20000 250346.20| 177000.00000 177000.00| 275000.00000 275000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 8 | | | 0025 202-51368 301.000 SYS | 4.29000 1291.29| 27.50000 8277.50| 15.00000 4515.00 SLOPEWALL, REMOVE | | | 0026 202-74040 3.000 EACH | 415.34000 1246.02| 405.00000 1215.00| 375.00000 1125.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0027 202-74045 10.000 EACH | 34.61000 346.10| 34.00000 340.00| 32.00000 320.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0028 202-74080 1.000 EACH | 1977.24000 1977.24| 1900.00000 1900.00| 1800.00000 1800.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0029 202-82069 LUMP | 2307.48000 2307.48| 2250.00000 2250.00| 2100.00000 2100.00 UNDERPASS CIRCUITRY, REMOVE | | | 0030 202-91385 1.000 EACH | 182.74000 182.74| 280.00000 280.00| 400.00000 400.00 INLET, REMOVE | | | 0031 202-94793 2292.000 LFT | 18.15000 41599.80| 12.00000 27504.00| 15.00000 34380.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0032 202-94954 3616.000 LFT | 14.62000 52865.92| 9.50000 34352.00| 10.00000 36160.00 BARRIER WALL, CONCRETE, REMOVE | | | 0033 203-02000 11908.000 CYS | 10.29000 122533.32| 7.85000 93477.80| 15.00000 178620.00 EXCAVATION, COMMON | | | 0034 203-02046 10.000 EACH | 889.76000 8897.60| 2250.00000 22500.00| 5000.00000 50000.00 GRADING IN GORE AREA | | | 0035 205-06937 7875.000 LFT | 2.24000 17640.00| 1.35000 10631.25| 1.30000 10237.50 TEMPORARY SILT FENCE | | | 0036 206-51220 608.000 CYS | 21.59000 13126.72| 70.00000 42560.00| 20.00000 12160.00 EXCAVATION, WET | | | 0037 206-51225 1162.000 CYS | 21.59000 25087.58| 50.00000 58100.00| 15.00000 17430.00 EXCAVATION, DRY | | | 0038 206-51235 LUMP | 141304.47000 141304.47| 182000.00000 182000.00| 75000.00000 75000.00 COFFERDAM , STR. NO. 6 | | | 0040 211-06467 596.000 CYS | 45.18000 26927.28| 43.00000 25628.00| 40.00000 23840.00 AGGREGATE FOR END BENT BACKFILL | | | 0041 211-07454 1068.000 CYS | 17.04000 18198.72| 26.00000 27768.00| 15.00000 16020.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 213-04324 40.000 CYS | 334.76000 13390.40| 75.00000 3000.00| 100.00000 4000.00 FLOWABLE FILL | | | 0043 215-07043 22639.000 SYS | 3.73000 84443.47| 1.00000 22639.00| 4.00000 90556.00 CHEMICAL MODIFICATION, SOILS | | | 0044 301-07448 5808.000 TON | 13.86000 80498.88| 16.00000 92928.00| 21.00000 121968.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 302-07455 834.000 CYS | 41.00000 34194.00| 33.00000 27522.00| 55.00000 45870.00 DENSE GRADED SUBBASE | | | 0047 306-08043 9310.000 SYS | 0.01000 93.10| 3.25000 30257.50| 3.50000 32585.00 MILLING, TRANSITION | | | 0048 402-07453 432.000 TON | 69.66000 30093.12| 48.50000 20952.00| 75.00000 32400.00 HMA FOR TEMPORARY PAVEMENT | | | 0049 402-07784 620.000 TON | 72.01000 44646.20| 68.00000 42160.00| 64.00000 39680.00 HMA SURFACE, TYPE D | | | 0050 402-07785 1011.000 TON | 47.64000 48164.04| 51.00000 51561.00| 48.00000 48528.00 HMA INTERMEDIATE, TYPE D | | | 0051 402-07785 4794.000 TON | 43.21000 207148.74| 43.50000 208539.00| 41.00000 196554.00 HMA INTERMEDIATE, TYPE D (OPEN GRADED) | | | 0052 402-07786 2527.000 TON | 44.09000 111415.43| 46.70000 118010.90| 44.00000 111188.00 HMA BASE, TYPE D | | | 0053 406-05520 15.000 TON | 166.18000 2492.70| 162.00000 2430.00| 150.00000 2250.00 ASPHALT FOR TACK COAT | | | 0054 503-05310 30.000 LFT | 123.11000 3693.30| 190.00000 5700.00| 150.00000 4500.00 TERMINAL JOINT | | | 0055 601-01522 19.000 EACH | 1551.03000 29469.57| 1756.00000 33364.00| 1425.00000 27075.00 GUARDRAIL TRANSITION TYPE TGB | | | 0056 601-04150 375.000 LFT | 67.58000 25342.50| 21.00000 7875.00| 62.00000 23250.00 GUARDRAIL, THRIE BEAM, 6 FT. 3 IN. | | | SPACING | | | 0057 601-07024 21.000 EACH | 8792.93000 184651.53| 8900.00000 186900.00| 4350.00000 91350.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0058 601-94689 6.000 EACH | 2880.48000 17282.88| 2270.00000 13620.00| 2650.00000 15900.00 GUARDRAIL END TREATMENT, OS | | | 0059 601-97774 6.000 EACH | 1218.66000 7311.96| 1038.00000 6228.00| 1125.00000 6750.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0060 601-99105 5402.500 LFT | 16.18000 87412.45| 14.30000 77255.75| 15.00000 81037.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0061 602-02098 6.000 EACH | 2955.48000 17732.88| 2700.00000 16200.00| 2100.00000 12600.00 MEDIAN BARRIER RAIL TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 602-02099 6.000 EACH | 3354.96000 20129.76| 2870.00000 17220.00| 2500.00000 15000.00 MEDIAN BARRIER RAIL TRANSITION, MODIFIE | | | 0063 602-04333 237.000 LFT | 147.14000 34872.18| 99.00000 23463.00| 60.00000 14220.00 CONCRETE BARRIER, 46 IN. | | | 0065 602-06729 309.000 EACH | 7.76000 2397.84| 15.00000 4635.00| 7.00000 2163.00 BARRIER DELINEATOR | | | 0066 602-06944 2020.000 LFT | 53.25000 107565.00| 55.70000 112514.00| 46.00000 92920.00 BARRIER, CONCRETE, 33 IN. | | | 0067 603-01159 1000.000 LFT | 12.46000 12460.00| 15.70000 15700.00| 11.50000 11500.00 FENCE, CHAIN LINK, 42 IN. | | | 0068 609-06259 4961.000 SYS | 56.22000 278907.42| 60.70000 301132.70| 60.00000 297660.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0069 610-07788 2949.000 TON | 55.39000 163345.11| 54.00000 159246.00| 51.00000 150399.00 HMA FOR APPROACHES, TYPE D | | | 0070 616-02320 2592.000 SYS | 2.44000 6324.48| 2.00000 5184.00| 3.50000 9072.00 GEOTEXTILES | | | 0071 616-06405 767.000 TON | 24.93000 19121.31| 23.50000 18024.50| 30.00000 23010.00 RIPRAP, REVETMENT | | | 0072 616-51367 937.000 SYS | 39.00000 36543.00| 64.00000 59968.00| 65.00000 60905.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0073 619-05926 LUMP | 1661.81000 1661.81| 750.00000 750.00| 525.00000 525.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0074 619-05926 LUMP | 2215.75000 2215.75| 1080.00000 1080.00| 525.00000 525.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0075 619-05926 LUMP | 3323.63000 3323.63| 2900.00000 2900.00| 525.00000 525.00 ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0076 619-05926 LUMP | 1107.88000 1107.88| 270.00000 270.00| 525.00000 525.00 ENVIRONMENTAL CONTROL , STR. NO. 7 | | | 0077 619-05926 LUMP | 1661.81000 1661.81| 920.00000 920.00| 525.00000 525.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0078 619-51860 LUMP | 13516.08000 13516.08| 9700.00000 9700.00| 13500.00000 13500.00 PAINT STEEL BRIDGE, PARTIAL , STR. NO. | | | 0079 619-60999 LUMP | 11521.91000 11521.91| 8300.00000 8300.00| 10500.00000 10500.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0080 619-60999 LUMP | 17947.59000 17947.59| 11900.00000 11900.00| 7000.00000 7000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0081 619-60999 LUMP | 34011.78000 34011.78| 32000.00000 32000.00| 13500.00000 13500.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 619-60999 LUMP | 3877.56000 3877.56| 3000.00000 3000.00| 9000.00000 9000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0083 619-60999 LUMP | 11521.91000 11521.91| 10100.00000 10100.00| 11000.00000 11000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0084 621-01004 4.000 EACH | 221.58000 886.32| 215.00000 860.00| 210.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-02770 21829.000 SYS | 1.50000 32743.50| 1.50000 32743.50| 1.40000 30560.60 EROSION CONTROL BLANKET | | | 0086 621-06545 1.800 TON | 443.15000 797.67| 430.00000 774.00| 410.00000 738.00 FERTILIZER | | | 0087 621-06554 762.000 LBS | 2.49000 1897.38| 2.50000 1905.00| 2.30000 1752.60 SEED MIXTURE, U | | | 0088 621-06565 10.000 TON | 332.36000 3323.60| 325.00000 3250.00| 310.00000 3100.00 MULCHING MATERIAL | | | 0089 621-06574 811.000 SYS | 3.27000 2651.97| 4.50000 3649.50| 3.00000 2433.00 SODDING | | | 0091 701-03753 4110.000 LFT | 42.99000 176688.90| 15.00000 61650.00| 55.00000 226050.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 209 IN., 14 IN. | | | 0092 702-51005 938.000 CYS | 436.29000 409240.02| 700.00000 656600.00| 525.00000 492450.00 CONCRETE, A, SUBSTRUCTURE | | | 0093 702-51015 498.000 CYS | 206.06000 102617.88| 600.00000 298800.00| 250.00000 124500.00 CONCRETE, B, FOOTINGS | | | 0094 702-51090 913.000 LBS | 29.58000 27006.54| 16.50000 15064.50| 40.00000 36520.00 BRONZE PLATES | | | 0095 702-51110 16896.000 LBS | 2.44000 41226.24| 3.00000 50688.00| 2.75000 46464.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0096 702-51863 1716.000 EACH | 6.83000 11720.28| 12.50000 21450.00| 10.00000 17160.00 FIELD DRILLED HOLE IN CONCRETE | | | 0098 703-01540 20.000 EACH | 24.60000 492.00| 26.50000 530.00| 30.00000 600.00 THREADED TIE BAR ASSEMBLY | | | 0099 703-03622 154.000 EACH | 27.46000 4228.84| 32.00000 4928.00| 35.00000 5390.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | MODIFIED | | | 0100 703-51030 151950.000 LBS | 0.70000 106365.00| 0.68000 103326.00| 0.70000 106365.00 REINFORCING STEEL | | | 0101 703-51032 1812992.000 LBS | 0.77000 1396003.84| 0.76000 1377873.92| 0.75000 1359744.00 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 704-51002 5966.000 CYS | 369.03000 2201632.98| 410.00000 2446060.00| 400.00000 2386400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0103 706-05734 22.000 EACH | 2104.96000 46309.12| 2655.00000 58410.00| 1600.00000 35200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0104 706-51025 6561.000 LFT | 36.06000 236589.66| 49.00000 321489.00| 36.00000 236196.00 CONCRETE, C, RAILING | | | 0105 708-51813 50.000 SFT | 110.79000 5539.50| 103.75000 5187.50| 100.00000 5000.00 PNEUMATICALLY PLACED MORTAR | | | 0106 709-51821 LUMP | 1987.53000 1987.53| 2590.00000 2590.00| 2400.00000 2400.00 SURFACE SEAL , STR. NO. 1 | | | 0107 709-51821 LUMP | 16593.76000 16593.76| 16950.00000 16950.00| 16000.00000 16000.00 SURFACE SEAL , STR. NO. 2 | | | 0108 709-51821 LUMP | 10644.47000 10644.47| 10925.00000 10925.00| 10500.00000 10500.00 SURFACE SEAL , STR. NO. 3 | | | 0109 709-51821 LUMP | 9952.40000 9952.40| 10150.00000 10150.00| 9500.00000 9500.00 SURFACE SEAL , STR. NO. 4 | | | 0110 709-51821 LUMP | 6283.87000 6283.87| 6350.00000 6350.00| 6000.00000 6000.00 SURFACE SEAL , STR. NO. 5 | | | 0111 709-51821 LUMP | 34075.26000 34075.26| 35400.00000 35400.00| 33000.00000 33000.00 SURFACE SEAL , STR. NO. 6 | | | 0112 709-51821 LUMP | 9063.58000 9063.58| 10500.00000 10500.00| 10000.00000 10000.00 SURFACE SEAL , STR. NO. 7 | | | 0113 709-51821 LUMP | 14337.35000 14337.35| 1450.00000 1450.00| 14000.00000 14000.00 SURFACE SEAL , STR. NO. 8 | | | 0114 710-51864 3540.000 EACH | 13.29000 47046.60| 13.00000 46020.00| 12.25000 43365.00 FIELD DRILLED HOLE | | | 0115 711-51038 LUMP | 81924.73000 81924.73| 81850.00000 81850.00| 100000.00000 100000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0116 711-51038 LUMP | 109977.91000 109977.91| 116000.00000 116000.00| 110000.00000 110000.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0117 711-51038 LUMP | 84006.10000 84006.10| 72700.00000 72700.00| 90000.00000 90000.00 STRUCTURAL STEEL , STR. NO. 3 | | | 0118 711-51038 LUMP | 134925.05000 134925.05| 144000.00000 144000.00| 140000.00000 140000.00 STRUCTURAL STEEL , STR. NO. 6 | | | 0119 711-51038 LUMP | 475544.59000 475544.59| 534325.00000 534325.00| 500000.00000 500000.00 STRUCTURAL STEEL , STR. NO. 8 | | | 0120 711-51075 2.000 EACH | 48.23000 96.46| 65.00000 130.00| 150.00000 300.00 ANCHOR PLATE, AP 2 | | | 0121 711-51080 19.000 EACH | 49.34000 937.46| 65.00000 1235.00| 150.00000 2850.00 ANCHOR PLATE, AP 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 711-51085 5.000 EACH | 60.42000 302.10| 65.00000 325.00| 150.00000 750.00 ANCHOR PLATE, AP 4 | | | 0123 711-96800 19580.000 EACH | 2.16000 42292.80| 1.90000 37202.00| 1.85000 36223.00 STUD SHEAR CONNECTOR | | | 0124 713-51820 LUMP | 7236.96000 7236.96| 5800.00000 5800.00| 30000.00000 30000.00 TEMPORARY SUPPORT | | | 0125 713-51820 LUMP | 268.04000 268.04| 1360.00000 1360.00| 7000.00000 7000.00 TEMPORARY SUPPORT , STR. NO. 1 | | | 0126 713-51820 LUMP | 5628.75000 5628.75| 5800.00000 5800.00| 13000.00000 13000.00 TEMPORARY SUPPORT , STR. NO. 2 | | | 0127 713-51820 LUMP | 5628.75000 5628.75| 5800.00000 5800.00| 13000.00000 13000.00 TEMPORARY SUPPORT , STR. NO. 3 | | | 0128 713-51820 LUMP | 3717.86000 3717.86| 1360.00000 1360.00| 7000.00000 7000.00 TEMPORARY SUPPORT , STR. NO. 6 | | | 0129 713-51820 LUMP | 1340.18000 1340.18| 2700.00000 2700.00| 13000.00000 13000.00 TEMPORARY SUPPORT , STR. NO. 7 | | | 0130 713-51820 LUMP | 16795.26000 16795.26| 52120.00000 52120.00| 25000.00000 25000.00 TEMPORARY SUPPORT , STR. NO. 8 | | | 0131 715-05048 7472.000 LFT | 2.55000 19053.60| 3.20000 23910.40| 5.00000 37360.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0132 715-05053 454.000 LFT | 12.74000 5783.96| 17.00000 7718.00| 30.00000 13620.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0133 715-05407 1436.000 LFT | 6.57000 9434.52| 6.75000 9693.00| 13.00000 18668.00 PIPE, END BENT DRAIN, 6 IN. | | | 0134 715-05422 1406.000 LFT | 54.00000 75924.00| 55.00000 77330.00| 70.00000 98420.00 PIPE, SLOTTED DRAIN, 12 IN. , TEMPORARY | | | 0135 715-91361 156.000 LFT | 55.75000 8697.00| 135.00000 21060.00| 35.00000 5460.00 PIPE, PVC, 6 IN. | | | 0136 718-04783 24.000 EACH | 176.82000 4243.68| 300.00000 7200.00| 175.00000 4200.00 OUTLET | | | 0137 718-06528 34.000 EACH | 565.02000 19210.68| 735.00000 24990.00| 650.00000 22100.00 OUTLET PROTECTOR, 1 | | | 0138 718-06532 1000.000 LFT | 0.88000 880.00| 2.15000 2150.00| 2.10000 2100.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0139 718-52610 591.000 CYS | 34.51000 20395.41| 36.00000 21276.00| 55.00000 32505.00 AGGREGATE FOR UNDERDRAINS | | | 0140 720-44000 31.000 EACH | 148.38000 4599.78| 184.00000 5704.00| 350.00000 10850.00 CASTING, ADJUST TO GRADE | | | 0141 720-44296 12.000 EACH | 112.22000 1346.64| 215.00000 2580.00| 750.00000 9000.00 CAP INLET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 720-45360 3.000 EACH | 1018.36000 3055.08| 1600.00000 4800.00| 1200.00000 3600.00 PIPE CATCH BASIN, 12 IN., MODIFIED | | | 0143 724-03276 32.000 LFT | 42.46000 1358.72| 140.00000 4480.00| 60.00000 1920.00 EXPANSION JOINT SEALING SYSTEM | | | 0144 724-04163 144.000 LFT | 47.95000 6904.80| 26.25000 3780.00| 65.00000 9360.00 STRUCTURAL EXPANSION JOINT SEAL, REPLAC | | | 0145 724-51925 135.000 LFT | 96.43000 13018.05| 95.00000 12825.00| 100.00000 13500.00 STRUCTURAL EXPANSION JOINT, SS | | | 0146 726-58789 4.000 EACH | 531.78000 2127.12| 600.00000 2400.00| 700.00000 2800.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0147 726-92406 62.000 EACH | 461.98000 28642.76| 540.00000 33480.00| 675.00000 41850.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0148 726-99095 4.000 EACH | 498.54000 1994.16| 573.00000 2292.00| 725.00000 2900.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0149 728-98377 LUMP | 2880.48000 2880.48| 2800.00000 2800.00| 2800.00000 2800.00 MASONRY COATING , STR. NO. 1 | | | 0150 728-98377 LUMP | 5239.14000 5239.14| 5100.00000 5100.00| 5000.00000 5000.00 MASONRY COATING , STR. NO. 2 | | | 0151 728-98377 LUMP | 3842.62000 3842.62| 3750.00000 3750.00| 3700.00000 3700.00 MASONRY COATING , STR. NO. 3 | | | 0152 728-98377 LUMP | 3229.18000 3229.18| 3150.00000 3150.00| 3100.00000 3100.00 MASONRY COATING , STR. NO. 4 | | | 0153 728-98377 LUMP | 2650.04000 2650.04| 2600.00000 2600.00| 2600.00000 2600.00 MASONRY COATING , STR. NO. 5 | | | 0154 728-98377 LUMP | 13822.34000 13822.34| 11725.00000 11725.00| 12000.00000 12000.00 MASONRY COATING , STR. NO. 6 | | | 0155 728-98377 LUMP | 7439.81000 7439.81| 6300.00000 6300.00| 6200.00000 6200.00 MASONRY COATING , STR. NO. 7 | | | 0156 728-98377 LUMP | 5505.03000 5505.03| 5400.00000 5400.00| 5500.00000 5500.00 MASONRY COATING , STR. NO. 8 | | | 0157 801-03290 6.000 EACH | 221.58000 1329.48| 190.00000 1140.00| 185.00000 1110.00 CONSTRUCTION SIGN, C | | | 0158 801-04308 9.000 EACH | 249.27000 2243.43| 215.00000 1935.00| 210.00000 1890.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0159 801-06201 391.000 SYS | 118.71000 46415.61| 115.00000 44965.00| 110.00000 43010.00 TEMPORARY PANEL SIGNS | | | 0160 801-06202 990.000 LFT | 9.80000 9702.00| 10.00000 9900.00| 9.00000 8910.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0161 801-06203 24710.000 LFT | 0.17000 4200.70| 0.11000 2718.10| 0.11000 2718.10 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 801-06207 123070.000 LFT | 0.84000 103378.80| 0.92000 113224.40| 0.90000 110763.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0163 801-06625 61.000 EACH | 108.57000 6622.77| 108.00000 6588.00| 105.00000 6405.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0164 801-06639 1710.000 LFT | 19.78000 33823.80| 17.50000 29925.00| 25.00000 42750.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0165 801-06640 67.000 EACH | 94.17000 6309.39| 110.00000 7370.00| 105.00000 7035.00 CONSTRUCTION SIGN, A | | | 0166 801-06646 12320.000 LFT | 19.78000 243689.60| 9.00000 110880.00| 33.00000 406560.00 TEMPORARY CONCRETE BARRIER | | | 0167 801-06710 660.000 DAY | 13.29000 8771.40| 10.00000 6600.00| 10.00000 6600.00 FLASHING ARROW SIGN | | | 0168 801-06775 LUMP | 130781.11000 130781.11| 123250.00000 123250.00| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0169 801-06808 6700.000 HRS | 31.02000 207834.00| 30.00000 201000.00| 29.00000 194300.00 TRUCK, TOW | | | 0170 801-07118 204.000 LFT | 10.80000 2203.20| 9.75000 1989.00| 9.25000 1887.00 BARRICADE, III-A | | | 0172 801-53072 LUMP | 8667.54000 8667.54| 8450.00000 8450.00| 8000.00000 8000.00 TEMPORARY TRAFFIC SIGNAL | | | 0173 802-02475 1.000 EACH | 230.75000 230.75| 225.00000 225.00| 210.00000 210.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0174 802-04893 2.000 EACH | 122.86000 245.72| 120.00000 240.00| 115.00000 230.00 REFERENCE POST | | | 0175 802-05701 34.000 LFT | 9.45000 321.30| 9.25000 314.50| 9.00000 306.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0176 802-05702 173.000 LFT | 8.46000 1463.58| 8.25000 1427.25| 8.00000 1384.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0177 802-07151 4.000 EACH | 259.34000 1037.36| 253.00000 1012.00| 240.00000 960.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0178 802-07153 2.000 EACH | 259.34000 518.68| 253.00000 506.00| 240.00000 480.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0179 802-07154 2.000 EACH | 259.34000 518.68| 253.00000 506.00| 240.00000 480.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 802-07159 1.000 EACH | 2668.56000 2668.56| 2600.00000 2600.00| 2500.00000 2500.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0181 802-76015 468.000 SFT | 14.86000 6954.48| 15.00000 7020.00| 14.00000 6552.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0182 802-76035 150.000 SFT | 14.56000 2184.00| 15.00000 2250.00| 14.00000 2100.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0183 802-76095 2969.580 LBS | 2.03000 6028.25| 2.00000 5939.16| 2.00000 5939.16 STRUCTURAL STEEL, BREAKAWAY | | | 0184 802-76140 1.000 EACH | 18689.51000 18689.51| 18230.00000 18230.00| 17000.00000 17000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0185 802-76175 13.000 LFT | 180.02000 2340.26| 175.00000 2275.00| 165.00000 2145.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0186 805-06592 4685.000 LFT | 11.26000 52753.10| 11.00000 51535.00| 10.50000 49192.50 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0187 805-78370 2.000 EACH | 1044.86000 2089.72| 1020.00000 2040.00| 950.00000 1900.00 PEDESTRIAN PUSH BUTTON , TEMPORARY | | | 0188 805-86839 5000.000 LFT | 1.24000 6200.00| 1.20000 6000.00| 1.20000 6000.00 WIRE, THW, NO. 4 COPPER IN CONDUIT, 1C | | | 0189 805-86889 3960.000 LFT | 0.47000 1861.20| 0.45000 1782.00| 0.50000 1980.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0190 805-86930 51.000 EACH | 15.26000 778.26| 15.00000 765.00| 14.00000 714.00 INSULATING LINK, NOT WATERPROOFED | | | 0191 805-86935 68.000 EACH | 22.45000 1526.60| 22.00000 1496.00| 21.00000 1428.00 INSULATING LINK, WATERPROOFED | | | 0192 805-98336 100.000 LFT | 6.36000 636.00| 6.20000 620.00| 6.00000 600.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0193 807-02191 14.000 EACH | 780.94000 10933.16| 760.00000 10640.00| 710.00000 9940.00 HANDHOLE, LIGHTING | | | 0194 807-02193 36.000 EACH | 865.17000 31146.12| 845.00000 30420.00| 800.00000 28800.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0195 807-02603 36.000 EACH | 465.39000 16754.04| 450.00000 16200.00| 430.00000 15480.00 LIGHT STANDARD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0196 807-07580 7880.000 LFT | 5.59000 44049.20| 5.50000 43340.00| 5.10000 40188.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0197 807-82016 1.000 EACH | 206.77000 206.77| 200.00000 200.00| 190.00000 190.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0198 807-82056 5.000 EACH | 826.30000 4131.50| 800.00000 4000.00| 750.00000 3750.00 UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0199 807-86750 30.000 EACH | 596.75000 17902.50| 580.00000 17400.00| 540.00000 16200.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0200 807-86790 2.000 EACH | 596.75000 1193.50| 580.00000 1160.00| 540.00000 1080.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0201 807-86910 37.000 EACH | 33.41000 1236.17| 32.60000 1206.20| 31.00000 1147.00 CONNECTOR KIT, UNFUSED | | | 0202 807-86915 38.000 EACH | 33.41000 1269.58| 32.60000 1238.80| 31.00000 1178.00 CONNECTOR KIT, FUSED | | | 0203 807-86920 54.000 EACH | 25.64000 1384.56| 25.00000 1350.00| 24.00000 1296.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0204 807-86925 32.000 EACH | 32.83000 1050.56| 32.00000 1024.00| 33.00000 1056.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0205 807-86955 4.000 EACH | 164.12000 656.48| 160.00000 640.00| 150.00000 600.00 CABLE DUCT MARKER | | | 0206 807-95078 36.000 EACH | 201.08000 7238.88| 200.00000 7200.00| 190.00000 6840.00 TRANSFORMER BASE | | | 0207 808-03631 4577.000 LFT | 0.50000 2288.50| 0.30000 1373.10| 0.30000 1373.10 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0208 808-03632 4769.000 LFT | 0.50000 2384.50| 0.30000 1430.70| 0.30000 1430.70 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0209 808-05534 867.000 LFT | 1.00000 867.00| 1.35000 1170.45| 1.30000 1127.10 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0210 808-06702 3819.000 LFT | 0.42000 1603.98| 0.30000 1145.70| 0.30000 1145.70 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0211 808-06703 5573.000 LFT | 0.33000 1839.09| 0.25000 1393.25| 0.25000 1393.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 05-0558668 |( 2 ) 35-1128289 |( 3 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0212 808-06705 6238.000 LFT | 0.66000 4117.08| 0.65000 4054.70| 0.65000 4054.70 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0213 808-06706 794.000 LFT | 2.99000 2374.06| 3.25000 2580.50| 3.10000 2461.40 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0214 808-06716 60790.000 LFT | 0.23000 13981.70| 0.25000 15197.50| 0.25000 15197.50 LINE, REMOVE | | | 0215 808-07591 108.000 LFT | 13.90000 1501.20| 11.00000 1188.00| 11.00000 1188.00 LINE, EPOXY, SOLID, WHITE, 24 IN. | | | 0216 808-74811 2366.000 LFT | 0.63000 1490.58| 0.45000 1064.70| 0.45000 1064.70 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0217 808-75100 188.000 LFT | 2.16000 406.08| 1.00000 188.00| 1.05000 197.40 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | 0218 808-75245 7786.000 LFT | 0.33000 2569.38| 0.25000 1946.50| 0.25000 1946.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0219 808-75996 269.000 EACH | 8.31000 2235.39| 8.00000 2152.00| 15.00000 4035.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0220 808-75998 269.000 EACH | 23.27000 6259.63| 23.00000 6187.00| 41.00000 11029.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0221 706-03278 1.000 EACH | 2658.90000 2658.90| 2655.00000 2655.00| 1600.00000 1600.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED TBT | | | 0222 801-09133 5.000 EACH | 9084.58000 45422.90| 6370.00000 31850.00| 6000.00000 30000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0223 210-08382 14679.000 LFT | 45.24000 664077.96| 30.00000 440370.00| 75.00000 1100925.00 QUICKCHANGE MOVEABLE BARRIER AND | | | TRANSFER/TRANSPORT MACHINE | | | 0224 801-06198 180.000 DAY | 654.72000 117849.60| 345.00000 62100.00| 650.00000 117000.00 PATROLLER | | | 0225 601-07023 3.000 EACH | 4320.72000 12962.16| 6160.00000 18480.00| 4000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | SECTION TOTALS | $ 12,544,976.83| $ 12,860,482.00| $ 13,604,259.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,544,976.83| $ 12,860,482.00| $ 13,604,259.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 100000.00000 100000.00| 140000.00000 140000.00| 105000.00000 105000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 14.000 MOS | 2000.00000 28000.00| 2100.00000 29400.00| 2000.00000 28000.00 FIELD OFFICE, C | | | 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 108-01614 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 700000.00000 700000.00| 560000.00000 560000.00| 800000.00000 800000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 110-01001 LUMP | 1.00000 1.00| 25000.00000 25000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0008 110-01001 LUMP | 1.00000 1.00| 25000.00000 25000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0009 110-01001 LUMP | 1.00000 1.00| 25000.00000 25000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0010 110-01001 LUMP | 1.00000 1.00| 25000.00000 25000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0011 110-01001 LUMP | 1.00000 1.00| 25000.00000 25000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 5 | | | 0012 110-01001 LUMP | 1.00000 1.00| 25000.00000 25000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 6 | | | 0013 110-01001 LUMP | 1.00000 1.00| 25000.00000 25000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 7 | | | 0014 110-01001 LUMP | 1.00000 1.00| 25000.00000 25000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 8 | | | 0015 202-02240 4340.000 SYS | 12.00000 52080.00| 30.00000 130200.00| 25.00000 108500.00 PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 202-02241 2220.000 LFT | 2.43000 5394.60| 2.20000 4884.00| 7.00000 15540.00 GUARDRAIL, REMOVE | | | 0017 202-51328 LUMP | 230000.00000 230000.00| 55000.00000 55000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0018 202-51328 LUMP | 240000.00000 240000.00| 150000.00000 150000.00| 300000.00000 300000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0019 202-51328 LUMP | 240000.00000 240000.00| 145000.00000 145000.00| 180000.00000 180000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0020 202-51328 LUMP | 150000.00000 150000.00| 124000.00000 124000.00| 140000.00000 140000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0021 202-51328 LUMP | 80000.00000 80000.00| 165000.00000 165000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0022 202-51328 LUMP | 475000.00000 475000.00| 375000.00000 375000.00| 512000.00000 512000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0023 202-51328 LUMP | 150000.00000 150000.00| 145000.00000 145000.00| 146000.00000 146000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | 0024 202-51328 LUMP | 300000.00000 300000.00| 160000.00000 160000.00| 284000.00000 284000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 8 | | | 0025 202-51368 301.000 SYS | 60.00000 18060.00| 25.00000 7525.00| 32.00000 9632.00 SLOPEWALL, REMOVE | | | 0026 202-74040 3.000 EACH | 394.60000 1183.80| 374.90000 1124.70| 450.00000 1350.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0027 202-74045 10.000 EACH | 32.85000 328.50| 31.24000 312.40| 70.00000 700.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0028 202-74080 1.000 EACH | 1879.00000 1879.00| 1784.71000 1784.71| 3400.00000 3400.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0029 202-82069 LUMP | 2192.00000 2192.00| 2082.80000 2082.80| 4000.00000 4000.00 UNDERPASS CIRCUITRY, REMOVE | | | 0030 202-91385 1.000 EACH | 250.00000 250.00| 350.00000 350.00| 600.00000 600.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 202-94793 2292.000 LFT | 21.00000 48132.00| 34.00000 77928.00| 25.00000 57300.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0032 202-94954 3616.000 LFT | 15.00000 54240.00| 30.00000 108480.00| 20.00000 72320.00 BARRIER WALL, CONCRETE, REMOVE | | | 0033 203-02000 11908.000 CYS | 12.00000 142896.00| 15.00000 178620.00| 18.00000 214344.00 EXCAVATION, COMMON | | | 0034 203-02046 10.000 EACH | 4000.00000 40000.00| 3500.00000 35000.00| 1200.00000 12000.00 GRADING IN GORE AREA | | | 0035 205-06937 7875.000 LFT | 1.35000 10631.25| 1.75000 13781.25| 4.00000 31500.00 TEMPORARY SILT FENCE | | | 0036 206-51220 608.000 CYS | 50.00000 30400.00| 35.00000 21280.00| 25.00000 15200.00 EXCAVATION, WET | | | 0037 206-51225 1162.000 CYS | 28.00000 32536.00| 65.00000 75530.00| 45.00000 52290.00 EXCAVATION, DRY | | | 0038 206-51235 LUMP | 200000.00000 200000.00| 190000.00000 190000.00| 175000.00000 175000.00 COFFERDAM , STR. NO. 6 | | | 0040 211-06467 596.000 CYS | 74.00000 44104.00| 40.00000 23840.00| 35.00000 20860.00 AGGREGATE FOR END BENT BACKFILL | | | 0041 211-07454 1068.000 CYS | 15.00000 16020.00| 25.00000 26700.00| 25.00000 26700.00 STRUCTURE BACKFILL | | | 0042 213-04324 40.000 CYS | 160.00000 6400.00| 95.00000 3800.00| 125.00000 5000.00 FLOWABLE FILL | | | 0043 215-07043 22639.000 SYS | 2.50000 56597.50| 3.05000 69048.95| 2.00000 45278.00 CHEMICAL MODIFICATION, SOILS | | | 0044 301-07448 5808.000 TON | 13.00000 75504.00| 17.00000 98736.00| 20.00000 116160.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 302-07455 834.000 CYS | 90.00000 75060.00| 28.00000 23352.00| 50.00000 41700.00 DENSE GRADED SUBBASE | | | 0047 306-08043 9310.000 SYS | 1.00000 9310.00| 6.25000 58187.50| 4.00000 37240.00 MILLING, TRANSITION | | | 0048 402-07453 432.000 TON | 110.00000 47520.00| 60.00000 25920.00| 45.00000 19440.00 HMA FOR TEMPORARY PAVEMENT | | | 0049 402-07784 620.000 TON | 105.00000 65100.00| 63.00000 39060.00| 63.00000 39060.00 HMA SURFACE, TYPE D | | | 0050 402-07785 1011.000 TON | 68.00000 68748.00| 47.00000 47517.00| 47.00000 47517.00 HMA INTERMEDIATE, TYPE D | | | 0051 402-07785 4794.000 TON | 50.00000 239700.00| 40.20000 192718.80| 40.20000 192718.80 HMA INTERMEDIATE, TYPE D (OPEN GRADED) | | | 0052 402-07786 2527.000 TON | 59.00000 149093.00| 43.20000 109166.40| 43.20000 109166.40 HMA BASE, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 406-05520 15.000 TON | 180.00000 2700.00| 150.00000 2250.00| 150.00000 2250.00 ASPHALT FOR TACK COAT | | | 0054 503-05310 30.000 LFT | 175.00000 5250.00| 180.00000 5400.00| 143.69000 4310.70 TERMINAL JOINT | | | 0055 601-01522 19.000 EACH | 1474.00000 28006.00| 1455.00000 27645.00| 1400.00000 26600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0056 601-04150 375.000 LFT | 64.20000 24075.00| 41.00000 15375.00| 61.00000 22875.00 GUARDRAIL, THRIE BEAM, 6 FT. 3 IN. | | | SPACING | | | 0057 601-07024 21.000 EACH | 4526.00000 95046.00| 5850.00000 122850.00| 4300.00000 90300.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0058 601-94689 6.000 EACH | 2737.00000 16422.00| 2375.00000 14250.00| 2600.00000 15600.00 GUARDRAIL END TREATMENT, OS | | | 0059 601-97774 6.000 EACH | 1158.00000 6948.00| 1200.00000 7200.00| 1100.00000 6600.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0060 601-99105 5402.500 LFT | 15.38000 83090.45| 13.20000 71313.00| 14.60000 78876.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0061 602-02098 6.000 EACH | 3500.00000 21000.00| 2200.00000 13200.00| 4241.98000 25451.88 MEDIAN BARRIER RAIL TRANSITION | | | 0062 602-02099 6.000 EACH | 3500.00000 21000.00| 2000.00000 12000.00| 4241.98000 25451.88 MEDIAN BARRIER RAIL TRANSITION, MODIFIE | | | 0063 602-04333 237.000 LFT | 130.00000 30810.00| 50.00000 11850.00| 150.00000 35550.00 CONCRETE BARRIER, 46 IN. | | | 0065 602-06729 309.000 EACH | 10.50000 3244.50| 7.00000 2163.00| 7.00000 2163.00 BARRIER DELINEATOR | | | 0066 602-06944 2020.000 LFT | 30.00000 60600.00| 70.00000 141400.00| 22.00000 44440.00 BARRIER, CONCRETE, 33 IN. | | | 0067 603-01159 1000.000 LFT | 11.85000 11850.00| 15.00000 15000.00| 11.25000 11250.00 FENCE, CHAIN LINK, 42 IN. | | | 0068 609-06259 4961.000 SYS | 75.00000 372075.00| 60.00000 297660.00| 50.00000 248050.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0069 610-07788 2949.000 TON | 64.00000 188736.00| 50.00000 147450.00| 50.00000 147450.00 HMA FOR APPROACHES, TYPE D | | | 0070 616-02320 2592.000 SYS | 1.75000 4536.00| 4.00000 10368.00| 1.69000 4380.48 GEOTEXTILES | | | 0071 616-06405 767.000 TON | 35.00000 26845.00| 28.00000 21476.00| 25.00000 19175.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 616-51367 937.000 SYS | 80.00000 74960.00| 50.00000 46850.00| 60.00000 56220.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0073 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0074 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0075 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0076 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 7 | | | 0077 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 1600.00000 1600.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0078 619-51860 LUMP | 13500.00000 13500.00| 40214.00000 40214.00| 12000.00000 12000.00 PAINT STEEL BRIDGE, PARTIAL , STR. NO. | | | 0079 619-60999 LUMP | 20000.00000 20000.00| 19120.00000 19120.00| 12000.00000 12000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0080 619-60999 LUMP | 7300.00000 7300.00| 6885.00000 6885.00| 15000.00000 15000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0081 619-60999 LUMP | 28500.00000 28500.00| 40214.00000 40214.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0082 619-60999 LUMP | 9000.00000 9000.00| 8920.00000 8920.00| 4000.00000 4000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0083 619-60999 LUMP | 22500.00000 22500.00| 18280.00000 18280.00| 12000.00000 12000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0084 621-01004 4.000 EACH | 690.00000 2760.00| 200.00000 800.00| 200.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-02770 21829.000 SYS | 1.35000 29469.15| 1.42000 30997.18| 1.35000 29469.15 EROSION CONTROL BLANKET | | | 0086 621-06545 1.800 TON | 535.00000 963.00| 378.95000 682.11| 400.00000 720.00 FERTILIZER | | | 0087 621-06554 762.000 LBS | 3.30000 2514.60| 2.33000 1775.46| 2.25000 1714.50 SEED MIXTURE, U | | | 0088 621-06565 10.000 TON | 420.00000 4200.00| 460.84000 4608.40| 300.00000 3000.00 MULCHING MATERIAL | | | 0089 621-06574 811.000 SYS | 3.30000 2676.30| 3.72000 3016.92| 2.95000 2392.45 SODDING | | | 0091 701-03753 4110.000 LFT | 50.00000 205500.00| 55.00000 226050.00| 66.93000 275082.30 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 209 IN., 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 702-51005 938.000 CYS | 500.00000 469000.00| 650.00000 609700.00| 675.00000 633150.00 CONCRETE, A, SUBSTRUCTURE | | | 0093 702-51015 498.000 CYS | 500.00000 249000.00| 350.00000 174300.00| 450.00000 224100.00 CONCRETE, B, FOOTINGS | | | 0094 702-51090 913.000 LBS | 23.00000 20999.00| 20.00000 18260.00| 15.00000 13695.00 BRONZE PLATES | | | 0095 702-51110 16896.000 LBS | 2.50000 42240.00| 2.00000 33792.00| 1.00000 16896.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0096 702-51863 1716.000 EACH | 6.00000 10296.00| 14.00000 24024.00| 20.00000 34320.00 FIELD DRILLED HOLE IN CONCRETE | | | 0098 703-01540 20.000 EACH | 10.00000 200.00| 18.00000 360.00| 75.00000 1500.00 THREADED TIE BAR ASSEMBLY | | | 0099 703-03622 154.000 EACH | 30.00000 4620.00| 35.00000 5390.00| 80.00000 12320.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | MODIFIED | | | 0100 703-51030 151950.000 LBS | 0.70000 106365.00| 0.70000 106365.00| 0.59000 89650.50 REINFORCING STEEL | | | 0101 703-51032 1812992.000 LBS | 0.76000 1377873.92| 0.75000 1359744.00| 0.66000 1196574.72 REINFORCING STEEL, EPOXY COATED | | | 0102 704-51002 5966.000 CYS | 500.00000 2983000.00| 475.00000 2833850.00| 575.00000 3430450.00 CONCRETE, C, SUPERSTRUCTURE | | | 0103 706-05734 22.000 EACH | 1200.00000 26400.00| 1250.00000 27500.00| 1800.00000 39600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0104 706-51025 6561.000 LFT | 40.00000 262440.00| 40.00000 262440.00| 55.00000 360855.00 CONCRETE, C, RAILING | | | 0105 708-51813 50.000 SFT | 100.00000 5000.00| 96.00000 4800.00| 100.00000 5000.00 PNEUMATICALLY PLACED MORTAR | | | 0106 709-51821 LUMP | 1800.00000 1800.00| 2050.00000 2050.00| 2500.00000 2500.00 SURFACE SEAL , STR. NO. 1 | | | 0107 709-51821 LUMP | 15500.00000 15500.00| 16130.00000 16130.00| 20000.00000 20000.00 SURFACE SEAL , STR. NO. 2 | | | 0108 709-51821 LUMP | 10000.00000 10000.00| 11230.00000 11230.00| 12000.00000 12000.00 SURFACE SEAL , STR. NO. 3 | | | 0109 709-51821 LUMP | 9400.00000 9400.00| 10440.00000 10440.00| 12000.00000 12000.00 SURFACE SEAL , STR. NO. 4 | | | 0110 709-51821 LUMP | 5900.00000 5900.00| 5690.00000 5690.00| 6000.00000 6000.00 SURFACE SEAL , STR. NO. 5 | | | 0111 709-51821 LUMP | 32000.00000 32000.00| 34270.00000 34270.00| 35000.00000 35000.00 SURFACE SEAL , STR. NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 709-51821 LUMP | 8600.00000 8600.00| 10800.00000 10800.00| 10000.00000 10000.00 SURFACE SEAL , STR. NO. 7 | | | 0113 709-51821 LUMP | 13600.00000 13600.00| 12820.00000 12820.00| 15000.00000 15000.00 SURFACE SEAL , STR. NO. 8 | | | 0114 710-51864 3540.000 EACH | 12.50000 44250.00| 12.00000 42480.00| 15.00000 53100.00 FIELD DRILLED HOLE | | | 0115 711-51038 LUMP | 140000.00000 140000.00| 85000.00000 85000.00| 125000.00000 125000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0116 711-51038 LUMP | 142000.00000 142000.00| 120000.00000 120000.00| 175000.00000 175000.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0117 711-51038 LUMP | 102000.00000 102000.00| 100000.00000 100000.00| 125000.00000 125000.00 STRUCTURAL STEEL , STR. NO. 3 | | | 0118 711-51038 LUMP | 150000.00000 150000.00| 155000.00000 155000.00| 175000.00000 175000.00 STRUCTURAL STEEL , STR. NO. 6 | | | 0119 711-51038 LUMP | 500000.00000 500000.00| 520000.00000 520000.00| 600000.00000 600000.00 STRUCTURAL STEEL , STR. NO. 8 | | | 0120 711-51075 2.000 EACH | 30.00000 60.00| 70.00000 140.00| 70.00000 140.00 ANCHOR PLATE, AP 2 | | | 0121 711-51080 19.000 EACH | 30.00000 570.00| 75.00000 1425.00| 75.00000 1425.00 ANCHOR PLATE, AP 3 | | | 0122 711-51085 5.000 EACH | 40.00000 200.00| 120.00000 600.00| 80.00000 400.00 ANCHOR PLATE, AP 4 | | | 0123 711-96800 19580.000 EACH | 2.00000 39160.00| 1.95000 38181.00| 2.00000 39160.00 STUD SHEAR CONNECTOR | | | 0124 713-51820 LUMP | 5000.00000 5000.00| 30000.00000 30000.00| 1.00000 1.00 TEMPORARY SUPPORT | | | 0125 713-51820 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 6000.00000 6000.00 TEMPORARY SUPPORT , STR. NO. 1 | | | 0126 713-51820 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| 6000.00000 6000.00 TEMPORARY SUPPORT , STR. NO. 2 | | | 0127 713-51820 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| 10000.00000 10000.00 TEMPORARY SUPPORT , STR. NO. 3 | | | 0128 713-51820 LUMP | 20000.00000 20000.00| 35000.00000 35000.00| 16000.00000 16000.00 TEMPORARY SUPPORT , STR. NO. 6 | | | 0129 713-51820 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 12000.00000 12000.00 TEMPORARY SUPPORT , STR. NO. 7 | | | 0130 713-51820 LUMP | 50000.00000 50000.00| 106457.52000 106457.52| 80000.00000 80000.00 TEMPORARY SUPPORT , STR. NO. 8 | | | 0131 715-05048 7472.000 LFT | 4.04000 30186.88| 2.30000 17185.60| 3.63000 27123.36 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 715-05053 454.000 LFT | 12.80000 5811.20| 11.50000 5221.00| 17.45000 7922.30 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0133 715-05407 1436.000 LFT | 4.00000 5744.00| 7.68000 11028.48| 5.09000 7309.24 PIPE, END BENT DRAIN, 6 IN. | | | 0134 715-05422 1406.000 LFT | 96.00000 134976.00| 110.00000 154660.00| 78.93000 110975.58 PIPE, SLOTTED DRAIN, 12 IN. , TEMPORARY | | | 0135 715-91361 156.000 LFT | 40.00000 6240.00| 11.00000 1716.00| 29.90000 4664.40 PIPE, PVC, 6 IN. | | | 0136 718-04783 24.000 EACH | 300.00000 7200.00| 1250.00000 30000.00| 32.17000 772.08 OUTLET | | | 0137 718-06528 34.000 EACH | 631.50000 21471.00| 510.00000 17340.00| 638.49000 21708.66 OUTLET PROTECTOR, 1 | | | 0138 718-06532 1000.000 LFT | 1.10000 1100.00| 0.79000 790.00| 1.00000 1000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0139 718-52610 591.000 CYS | 45.25000 26742.75| 31.15000 18409.65| 41.49000 24520.59 AGGREGATE FOR UNDERDRAINS | | | 0140 720-44000 31.000 EACH | 350.00000 10850.00| 350.00000 10850.00| 800.00000 24800.00 CASTING, ADJUST TO GRADE | | | 0141 720-44296 12.000 EACH | 260.00000 3120.00| 275.00000 3300.00| 500.00000 6000.00 CAP INLET | | | 0142 720-45360 3.000 EACH | 560.00000 1680.00| 1200.00000 3600.00| 1400.00000 4200.00 PIPE CATCH BASIN, 12 IN., MODIFIED | | | 0143 724-03276 32.000 LFT | 125.00000 4000.00| 70.00000 2240.00| 83.00000 2656.00 EXPANSION JOINT SEALING SYSTEM | | | 0144 724-04163 144.000 LFT | 65.00000 9360.00| 15.00000 2160.00| 50.00000 7200.00 STRUCTURAL EXPANSION JOINT SEAL, REPLAC | | | 0145 724-51925 135.000 LFT | 125.00000 16875.00| 105.00000 14175.00| 90.00000 12150.00 STRUCTURAL EXPANSION JOINT, SS | | | 0146 726-58789 4.000 EACH | 700.00000 2800.00| 950.00000 3800.00| 600.00000 2400.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0147 726-92406 62.000 EACH | 550.00000 34100.00| 750.00000 46500.00| 600.00000 37200.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0148 726-99095 4.000 EACH | 550.00000 2200.00| 650.00000 2600.00| 600.00000 2400.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0149 728-98377 LUMP | 2700.00000 2700.00| 1800.00000 1800.00| 5000.00000 5000.00 MASONRY COATING , STR. NO. 1 | | | 0150 728-98377 LUMP | 5000.00000 5000.00| 6530.00000 6530.00| 8000.00000 8000.00 MASONRY COATING , STR. NO. 2 | | | 0151 728-98377 LUMP | 3650.00000 3650.00| 4350.00000 4350.00| 8000.00000 8000.00 MASONRY COATING , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 728-98377 LUMP | 3100.00000 3100.00| 3680.00000 3680.00| 8000.00000 8000.00 MASONRY COATING , STR. NO. 4 | | | 0153 728-98377 LUMP | 2500.00000 2500.00| 2030.00000 2030.00| 4000.00000 4000.00 MASONRY COATING , STR. NO. 5 | | | 0154 728-98377 LUMP | 11400.00000 11400.00| 14100.00000 14100.00| 20000.00000 20000.00 MASONRY COATING , STR. NO. 6 | | | 0155 728-98377 LUMP | 6100.00000 6100.00| 10430.00000 10430.00| 14000.00000 14000.00 MASONRY COATING , STR. NO. 7 | | | 0156 728-98377 LUMP | 5200.00000 5200.00| 5180.00000 5180.00| 10000.00000 10000.00 MASONRY COATING , STR. NO. 8 | | | 0157 801-03290 6.000 EACH | 184.20000 1105.20| 200.00000 1200.00| 175.00000 1050.00 CONSTRUCTION SIGN, C | | | 0158 801-04308 9.000 EACH | 237.00000 2133.00| 225.00000 2025.00| 225.00000 2025.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0159 801-06201 391.000 SYS | 112.78000 44096.98| 107.15000 41895.65| 107.15000 41895.65 TEMPORARY PANEL SIGNS | | | 0160 801-06202 990.000 LFT | 9.30000 9207.00| 8.85000 8761.50| 8.85000 8761.50 TEMPORARY PANEL SIGN SUPPORTS | | | 0161 801-06203 24710.000 LFT | 0.15000 3706.50| 0.15000 3706.50| 0.15000 3706.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0162 801-06207 123070.000 LFT | 0.81000 99686.70| 0.76000 93533.20| 0.76000 93533.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0163 801-06625 61.000 EACH | 103.00000 6283.00| 98.00000 5978.00| 98.00000 5978.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0164 801-06639 1710.000 LFT | 25.00000 42750.00| 31.48000 53830.80| 23.00000 39330.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0165 801-06640 67.000 EACH | 89.50000 5996.50| 85.00000 5695.00| 85.00000 5695.00 CONSTRUCTION SIGN, A | | | 0166 801-06646 12320.000 LFT | 20.00000 246400.00| 25.00000 308000.00| 20.00000 246400.00 TEMPORARY CONCRETE BARRIER | | | 0167 801-06710 660.000 DAY | 12.60000 8316.00| 20.00000 13200.00| 12.00000 7920.00 FLASHING ARROW SIGN | | | 0168 801-06775 LUMP | 150000.00000 150000.00| 207500.00000 207500.00| 276119.91000 276119.91 MAINTAINING TRAFFIC | | | 0169 801-06808 6700.000 HRS | 29.50000 197650.00| 28.00000 187600.00| 28.00000 187600.00 TRUCK, TOW | | | 0170 801-07118 204.000 LFT | 10.25000 2091.00| 9.75000 1989.00| 9.75000 1989.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0172 801-53072 LUMP | 8235.00000 8235.00| 7823.57000 7823.57| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL | | | 0173 802-02475 1.000 EACH | 219.20000 219.20| 208.28000 208.28| 208.28000 208.28 SIGN, PANEL, REMOVE AND RELOCATE | | | 0174 802-04893 2.000 EACH | 116.75000 233.50| 110.90000 221.80| 110.90000 221.80 REFERENCE POST | | | 0175 802-05701 34.000 LFT | 9.00000 306.00| 8.53000 290.02| 8.53000 290.02 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0176 802-05702 173.000 LFT | 8.00000 1384.00| 7.64000 1321.72| 7.64000 1321.72 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0177 802-07151 4.000 EACH | 246.00000 984.00| 234.09000 936.36| 234.09000 936.36 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0178 802-07153 2.000 EACH | 246.00000 492.00| 234.09000 468.18| 234.09000 468.18 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0179 802-07154 2.000 EACH | 246.00000 492.00| 234.09000 468.18| 234.09000 468.18 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0180 802-07159 1.000 EACH | 2535.00000 2535.00| 2408.72000 2408.72| 2408.72000 2408.72 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0181 802-76015 468.000 SFT | 14.10000 6598.80| 13.41000 6275.88| 13.41000 6275.88 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0182 802-76035 150.000 SFT | 13.80000 2070.00| 13.14000 1971.00| 13.14000 1971.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0183 802-76095 2969.580 LBS | 1.92000 5701.59| 1.83000 5434.33| 1.83000 5434.33 STRUCTURAL STEEL, BREAKAWAY | | | 0184 802-76140 1.000 EACH | 17757.00000 17757.00| 16869.68000 16869.68| 16869.68000 16869.68 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0185 802-76175 13.000 LFT | 171.00000 2223.00| 162.49000 2112.37| 162.49000 2112.37 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0186 805-06592 4685.000 LFT | 10.68000 50035.80| 10.16000 47599.60| 10.16000 47599.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0187 805-78370 2.000 EACH | 992.70000 1985.40| 943.12000 1886.24| 943.12000 1886.24 PEDESTRIAN PUSH BUTTON , TEMPORARY | | | 0188 805-86839 5000.000 LFT | 1.17000 5850.00| 1.12000 5600.00| 1.12000 5600.00 WIRE, THW, NO. 4 COPPER IN CONDUIT, 1C | | | 0189 805-86889 3960.000 LFT | 0.43000 1702.80| 0.42000 1663.20| 0.42000 1663.20 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0190 805-86930 51.000 EACH | 14.50000 739.50| 13.77000 702.27| 13.77000 702.27 INSULATING LINK, NOT WATERPROOFED | | | 0191 805-86935 68.000 EACH | 21.30000 1448.40| 20.26000 1377.68| 20.26000 1377.68 INSULATING LINK, WATERPROOFED | | | 0192 805-98336 100.000 LFT | 6.00000 600.00| 5.74000 574.00| 5.74000 574.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0193 807-02191 14.000 EACH | 741.90000 10386.60| 704.90000 9868.60| 704.90000 9868.60 HANDHOLE, LIGHTING | | | 0194 807-02193 36.000 EACH | 822.00000 29592.00| 780.93000 28113.48| 780.93000 28113.48 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0195 807-02603 36.000 EACH | 507.50000 18270.00| 420.07000 15122.52| 420.07000 15122.52 LIGHT STANDARD, RELOCATE | | | 0196 807-07580 7880.000 LFT | 5.30000 41764.00| 5.05000 39794.00| 5.05000 39794.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0197 807-82016 1.000 EACH | 196.40000 196.40| 186.64000 186.64| 186.64000 186.64 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0198 807-82056 5.000 EACH | 785.00000 3925.00| 745.84000 3729.20| 745.84000 3729.20 UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0199 807-86750 30.000 EACH | 566.00000 16980.00| 538.64000 16159.20| 538.64000 16159.20 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0200 807-86790 2.000 EACH | 566.00000 1132.00| 538.64000 1077.28| 538.64000 1077.28 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0201 807-86910 37.000 EACH | 31.70000 1172.90| 30.16000 1115.92| 30.16000 1115.92 CONNECTOR KIT, UNFUSED | | | 0202 807-86915 38.000 EACH | 31.70000 1204.60| 30.16000 1146.08| 30.16000 1146.08 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0203 807-86920 54.000 EACH | 24.35000 1314.90| 23.14000 1249.56| 23.14000 1249.56 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0204 807-86925 32.000 EACH | 31.15000 996.80| 29.63000 948.16| 29.63000 948.16 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0205 807-86955 4.000 EACH | 155.75000 623.00| 148.14000 592.56| 148.14000 592.56 CABLE DUCT MARKER | | | 0206 807-95078 36.000 EACH | 191.00000 6876.00| 181.50000 6534.00| 181.50000 6534.00 TRANSFORMER BASE | | | 0207 808-03631 4577.000 LFT | 0.46000 2105.42| 0.45000 2059.65| 0.45000 2059.65 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0208 808-03632 4769.000 LFT | 0.45000 2146.05| 0.45000 2146.05| 0.45000 2146.05 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0209 808-05534 867.000 LFT | 0.96000 832.32| 0.90000 780.30| 0.90000 780.30 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0210 808-06702 3819.000 LFT | 0.41000 1565.79| 0.38000 1451.22| 0.38000 1451.22 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0211 808-06703 5573.000 LFT | 0.33000 1839.09| 0.30000 1671.90| 0.30000 1671.90 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0212 808-06705 6238.000 LFT | 0.62000 3867.56| 0.60000 3742.80| 0.60000 3742.80 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0213 808-06706 794.000 LFT | 2.85000 2262.90| 2.70000 2143.80| 2.70000 2143.80 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0214 808-06716 60790.000 LFT | 0.23000 13981.70| 0.21000 12765.90| 0.21000 12765.90 LINE, REMOVE | | | 0215 808-07591 108.000 LFT | 13.22000 1427.76| 12.55000 1355.40| 12.55000 1355.40 LINE, EPOXY, SOLID, WHITE, 24 IN. | | | 0216 808-74811 2366.000 LFT | 0.61000 1443.26| 0.57000 1348.62| 0.57000 1348.62 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0217 808-75100 188.000 LFT | 1.04000 195.52| 1.95000 366.60| 1.95000 366.60 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | 0218 808-75245 7786.000 LFT | 0.33000 2569.38| 0.30000 2335.80| 0.30000 2335.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0219 808-75996 269.000 EACH | 4.85000 1304.65| 38.80000 10437.20| 7.50000 2017.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-2040801 |( 6 ) 36-2231526 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0220 808-75998 269.000 EACH | 42.50000 11432.50| 21.00000 5649.00| 21.00000 5649.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0221 706-03278 1.000 EACH | 2500.00000 2500.00| 1200.00000 1200.00| 10000.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED TBT | | | 0222 801-09133 5.000 EACH | 6200.00000 31000.00| 8200.00000 41000.00| 8200.00000 41000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0223 210-08382 14679.000 LFT | 44.60000 654683.40| 88.00000 1291752.00| 53.88000 790904.52 QUICKCHANGE MOVEABLE BARRIER AND | | | TRANSFER/TRANSPORT MACHINE | | | 0224 801-06198 180.000 DAY | 650.00000 117000.00| 624.00000 112320.00| 330.00000 59400.00 PATROLLER | | | 0225 601-07023 3.000 EACH | 5250.00000 15750.00| 3900.00000 11700.00| 3900.00000 11700.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | SECTION TOTALS | $ 14,814,883.77| $ 15,160,000.00| $ 15,948,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,814,883.77| $ 15,160,000.00| $ 15,948,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 100000.00000 100000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 14.000 MOS | 1600.00000 22400.00| | FIELD OFFICE, C | | | 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 108-01614 LUMP | 10000.00000 10000.00| | PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 700000.00000 700000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0008 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0009 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0010 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0011 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 5 | | | 0012 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 6 | | | 0013 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 7 | | | 0014 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 8 | | | 0015 202-02240 4340.000 SYS | 10.00000 43400.00| | PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 202-02241 2220.000 LFT | 2.20000 4884.00| | GUARDRAIL, REMOVE | | | 0017 202-51328 LUMP | 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0018 202-51328 LUMP | 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0019 202-51328 LUMP | 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0020 202-51328 LUMP | 130000.00000 130000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0021 202-51328 LUMP | 100000.00000 100000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0022 202-51328 LUMP | 450000.00000 450000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0023 202-51328 LUMP | 65000.00000 65000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | 0024 202-51328 LUMP | 200000.00000 200000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 8 | | | 0025 202-51368 301.000 SYS | 25.00000 7525.00| | SLOPEWALL, REMOVE | | | 0026 202-74040 3.000 EACH | 375.00000 1125.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0027 202-74045 10.000 EACH | 31.00000 310.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0028 202-74080 1.000 EACH | 1800.00000 1800.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0029 202-82069 LUMP | 8000.00000 8000.00| | UNDERPASS CIRCUITRY, REMOVE | | | 0030 202-91385 1.000 EACH | 300.00000 300.00| | INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 202-94793 2292.000 LFT | 25.00000 57300.00| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0032 202-94954 3616.000 LFT | 13.00000 47008.00| | BARRIER WALL, CONCRETE, REMOVE | | | 0033 203-02000 11908.000 CYS | 15.00000 178620.00| | EXCAVATION, COMMON | | | 0034 203-02046 10.000 EACH | 400.00000 4000.00| | GRADING IN GORE AREA | | | 0035 205-06937 7875.000 LFT | 1.20000 9450.00| | TEMPORARY SILT FENCE | | | 0036 206-51220 608.000 CYS | 50.00000 30400.00| | EXCAVATION, WET | | | 0037 206-51225 1162.000 CYS | 15.00000 17430.00| | EXCAVATION, DRY | | | 0038 206-51235 LUMP | 400000.00000 400000.00| | COFFERDAM , STR. NO. 6 | | | 0040 211-06467 596.000 CYS | 50.00000 29800.00| | AGGREGATE FOR END BENT BACKFILL | | | 0041 211-07454 1068.000 CYS | 45.00000 48060.00| | STRUCTURE BACKFILL | | | 0042 213-04324 40.000 CYS | 85.00000 3400.00| | FLOWABLE FILL | | | 0043 215-07043 22639.000 SYS | 3.00000 67917.00| | CHEMICAL MODIFICATION, SOILS | | | 0044 301-07448 5808.000 TON | 30.00000 174240.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 302-07455 834.000 CYS | 35.00000 29190.00| | DENSE GRADED SUBBASE | | | 0047 306-08043 9310.000 SYS | 1.00000 9310.00| | MILLING, TRANSITION | | | 0048 402-07453 432.000 TON | 53.00000 22896.00| | HMA FOR TEMPORARY PAVEMENT | | | 0049 402-07784 620.000 TON | 60.00000 37200.00| | HMA SURFACE, TYPE D | | | 0050 402-07785 1011.000 TON | 50.00000 50550.00| | HMA INTERMEDIATE, TYPE D | | | 0051 402-07785 4794.000 TON | 50.00000 239700.00| | HMA INTERMEDIATE, TYPE D (OPEN GRADED) | | | 0052 402-07786 2527.000 TON | 40.00000 101080.00| | HMA BASE, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 406-05520 15.000 TON | 200.00000 3000.00| | ASPHALT FOR TACK COAT | | | 0054 503-05310 30.000 LFT | 40.00000 1200.00| | TERMINAL JOINT | | | 0055 601-01522 19.000 EACH | 1400.00000 26600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0056 601-04150 375.000 LFT | 50.00000 18750.00| | GUARDRAIL, THRIE BEAM, 6 FT. 3 IN. | | | SPACING | | | 0057 601-07024 21.000 EACH | 4300.00000 90300.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0058 601-94689 6.000 EACH | 2500.00000 15000.00| | GUARDRAIL END TREATMENT, OS | | | 0059 601-97774 6.000 EACH | 1100.00000 6600.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0060 601-99105 5402.500 LFT | 14.00000 75635.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0061 602-02098 6.000 EACH | 2000.00000 12000.00| | MEDIAN BARRIER RAIL TRANSITION | | | 0062 602-02099 6.000 EACH | 3000.00000 18000.00| | MEDIAN BARRIER RAIL TRANSITION, MODIFIE | | | 0063 602-04333 237.000 LFT | 250.00000 59250.00| | CONCRETE BARRIER, 46 IN. | | | 0065 602-06729 309.000 EACH | 7.00000 2163.00| | BARRIER DELINEATOR | | | 0066 602-06944 2020.000 LFT | 40.00000 80800.00| | BARRIER, CONCRETE, 33 IN. | | | 0067 603-01159 1000.000 LFT | 11.00000 11000.00| | FENCE, CHAIN LINK, 42 IN. | | | 0068 609-06259 4961.000 SYS | 60.00000 297660.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0069 610-07788 2949.000 TON | 63.00000 185787.00| | HMA FOR APPROACHES, TYPE D | | | 0070 616-02320 2592.000 SYS | 1.00000 2592.00| | GEOTEXTILES | | | 0071 616-06405 767.000 TON | 35.00000 26845.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 616-51367 937.000 SYS | 44.00000 41228.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0073 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0074 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0075 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0076 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 7 | | | 0077 619-05926 LUMP | 500.00000 500.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0078 619-51860 LUMP | 3000.00000 3000.00| | PAINT STEEL BRIDGE, PARTIAL , STR. NO. | | | 0079 619-60999 LUMP | 35000.00000 35000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0080 619-60999 LUMP | 54000.00000 54000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0081 619-60999 LUMP | 80000.00000 80000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0082 619-60999 LUMP | 25000.00000 25000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0083 619-60999 LUMP | 30000.00000 30000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR. NO. | | | 0084 621-01004 4.000 EACH | 200.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-02770 21829.000 SYS | 1.35000 29469.15| | EROSION CONTROL BLANKET | | | 0086 621-06545 1.800 TON | 500.00000 900.00| | FERTILIZER | | | 0087 621-06554 762.000 LBS | 2.50000 1905.00| | SEED MIXTURE, U | | | 0088 621-06565 10.000 TON | 400.00000 4000.00| | MULCHING MATERIAL | | | 0089 621-06574 811.000 SYS | 3.00000 2433.00| | SODDING | | | 0091 701-03753 4110.000 LFT | 55.00000 226050.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 209 IN., 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 702-51005 938.000 CYS | 900.00000 844200.00| | CONCRETE, A, SUBSTRUCTURE | | | 0093 702-51015 498.000 CYS | 250.00000 124500.00| | CONCRETE, B, FOOTINGS | | | 0094 702-51090 913.000 LBS | 12.00000 10956.00| | BRONZE PLATES | | | 0095 702-51110 16896.000 LBS | 2.60000 43929.60| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0096 702-51863 1716.000 EACH | 7.00000 12012.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0098 703-01540 20.000 EACH | 30.00000 600.00| | THREADED TIE BAR ASSEMBLY | | | 0099 703-03622 154.000 EACH | 40.00000 6160.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | MODIFIED | | | 0100 703-51030 151950.000 LBS | 0.55000 83572.50| | REINFORCING STEEL | | | 0101 703-51032 1812992.000 LBS | 0.90000 1631692.80| | REINFORCING STEEL, EPOXY COATED | | | 0102 704-51002 5966.000 CYS | 770.00000 4593820.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0103 706-05734 22.000 EACH | 2000.00000 44000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0104 706-51025 6561.000 LFT | 35.00000 229635.00| | CONCRETE, C, RAILING | | | 0105 708-51813 50.000 SFT | 100.00000 5000.00| | PNEUMATICALLY PLACED MORTAR | | | 0106 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL , STR. NO. 1 | | | 0107 709-51821 LUMP | 14000.00000 14000.00| | SURFACE SEAL , STR. NO. 2 | | | 0108 709-51821 LUMP | 10000.00000 10000.00| | SURFACE SEAL , STR. NO. 3 | | | 0109 709-51821 LUMP | 10000.00000 10000.00| | SURFACE SEAL , STR. NO. 4 | | | 0110 709-51821 LUMP | 4000.00000 4000.00| | SURFACE SEAL , STR. NO. 5 | | | 0111 709-51821 LUMP | 35000.00000 35000.00| | SURFACE SEAL , STR. NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 709-51821 LUMP | 12000.00000 12000.00| | SURFACE SEAL , STR. NO. 7 | | | 0113 709-51821 LUMP | 12000.00000 12000.00| | SURFACE SEAL , STR. NO. 8 | | | 0114 710-51864 3540.000 EACH | 14.00000 49560.00| | FIELD DRILLED HOLE | | | 0115 711-51038 LUMP | 100000.00000 100000.00| | STRUCTURAL STEEL , STR. NO. 1 | | | 0116 711-51038 LUMP | 100000.00000 100000.00| | STRUCTURAL STEEL , STR. NO. 2 | | | 0117 711-51038 LUMP | 80000.00000 80000.00| | STRUCTURAL STEEL , STR. NO. 3 | | | 0118 711-51038 LUMP | 150000.00000 150000.00| | STRUCTURAL STEEL , STR. NO. 6 | | | 0119 711-51038 LUMP | 600000.00000 600000.00| | STRUCTURAL STEEL , STR. NO. 8 | | | 0120 711-51075 2.000 EACH | 100.00000 200.00| | ANCHOR PLATE, AP 2 | | | 0121 711-51080 19.000 EACH | 100.00000 1900.00| | ANCHOR PLATE, AP 3 | | | 0122 711-51085 5.000 EACH | 100.00000 500.00| | ANCHOR PLATE, AP 4 | | | 0123 711-96800 19580.000 EACH | 3.00000 58740.00| | STUD SHEAR CONNECTOR | | | 0124 713-51820 LUMP | 5000.00000 5000.00| | TEMPORARY SUPPORT | | | 0125 713-51820 LUMP | 400.00000 400.00| | TEMPORARY SUPPORT , STR. NO. 1 | | | 0126 713-51820 LUMP | 6000.00000 6000.00| | TEMPORARY SUPPORT , STR. NO. 2 | | | 0127 713-51820 LUMP | 6000.00000 6000.00| | TEMPORARY SUPPORT , STR. NO. 3 | | | 0128 713-51820 LUMP | 6000.00000 6000.00| | TEMPORARY SUPPORT , STR. NO. 6 | | | 0129 713-51820 LUMP | 3000.00000 3000.00| | TEMPORARY SUPPORT , STR. NO. 7 | | | 0130 713-51820 LUMP | 30000.00000 30000.00| | TEMPORARY SUPPORT , STR. NO. 8 | | | 0131 715-05048 7472.000 LFT | 5.00000 37360.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -34 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 715-05053 454.000 LFT | 20.00000 9080.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0133 715-05407 1436.000 LFT | 6.00000 8616.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0134 715-05422 1406.000 LFT | 80.00000 112480.00| | PIPE, SLOTTED DRAIN, 12 IN. , TEMPORARY | | | 0135 715-91361 156.000 LFT | 30.00000 4680.00| | PIPE, PVC, 6 IN. | | | 0136 718-04783 24.000 EACH | 90.00000 2160.00| | OUTLET | | | 0137 718-06528 34.000 EACH | 220.00000 7480.00| | OUTLET PROTECTOR, 1 | | | 0138 718-06532 1000.000 LFT | 0.80000 800.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0139 718-52610 591.000 CYS | 16.00000 9456.00| | AGGREGATE FOR UNDERDRAINS | | | 0140 720-44000 31.000 EACH | 200.00000 6200.00| | CASTING, ADJUST TO GRADE | | | 0141 720-44296 12.000 EACH | 110.00000 1320.00| | CAP INLET | | | 0142 720-45360 3.000 EACH | 600.00000 1800.00| | PIPE CATCH BASIN, 12 IN., MODIFIED | | | 0143 724-03276 32.000 LFT | 430.00000 13760.00| | EXPANSION JOINT SEALING SYSTEM | | | 0144 724-04163 144.000 LFT | 50.00000 7200.00| | STRUCTURAL EXPANSION JOINT SEAL, REPLAC | | | 0145 724-51925 135.000 LFT | 150.00000 20250.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0146 726-58789 4.000 EACH | 500.00000 2000.00| | BEARING ASSEMBLY, ELASTOMERIC, II | | | 0147 726-92406 62.000 EACH | 500.00000 31000.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0148 726-99095 4.000 EACH | 500.00000 2000.00| | BEARING ASSEMBLY, ELASTOMERIC, I | | | 0149 728-98377 LUMP | 5000.00000 5000.00| | MASONRY COATING , STR. NO. 1 | | | 0150 728-98377 LUMP | 5000.00000 5000.00| | MASONRY COATING , STR. NO. 2 | | | 0151 728-98377 LUMP | 5000.00000 5000.00| | MASONRY COATING , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -35 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 728-98377 LUMP | 5000.00000 5000.00| | MASONRY COATING , STR. NO. 4 | | | 0153 728-98377 LUMP | 4000.00000 4000.00| | MASONRY COATING , STR. NO. 5 | | | 0154 728-98377 LUMP | 4000.00000 4000.00| | MASONRY COATING , STR. NO. 6 | | | 0155 728-98377 LUMP | 10000.00000 10000.00| | MASONRY COATING , STR. NO. 7 | | | 0156 728-98377 LUMP | 6000.00000 6000.00| | MASONRY COATING , STR. NO. 8 | | | 0157 801-03290 6.000 EACH | 200.00000 1200.00| | CONSTRUCTION SIGN, C | | | 0158 801-04308 9.000 EACH | 225.00000 2025.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0159 801-06201 391.000 SYS | 110.00000 43010.00| | TEMPORARY PANEL SIGNS | | | 0160 801-06202 990.000 LFT | 12.00000 11880.00| | TEMPORARY PANEL SIGN SUPPORTS | | | 0161 801-06203 24710.000 LFT | 0.10000 2471.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0162 801-06207 123070.000 LFT | 0.85000 104609.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0163 801-06625 61.000 EACH | 115.00000 7015.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0164 801-06639 1710.000 LFT | 95.00000 162450.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0165 801-06640 67.000 EACH | 110.00000 7370.00| | CONSTRUCTION SIGN, A | | | 0166 801-06646 12320.000 LFT | 27.00000 332640.00| | TEMPORARY CONCRETE BARRIER | | | 0167 801-06710 660.000 DAY | 12.00000 7920.00| | FLASHING ARROW SIGN | | | 0168 801-06775 LUMP | 200000.00000 200000.00| | MAINTAINING TRAFFIC | | | 0169 801-06808 6700.000 HRS | 35.00000 234500.00| | TRUCK, TOW | | | 0170 801-07118 204.000 LFT | 35.00000 7140.00| | BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -36 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0172 801-53072 LUMP | 8000.00000 8000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0173 802-02475 1.000 EACH | 210.00000 210.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0174 802-04893 2.000 EACH | 110.00000 220.00| | REFERENCE POST | | | 0175 802-05701 34.000 LFT | 8.00000 272.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0176 802-05702 173.000 LFT | 8.00000 1384.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0177 802-07151 4.000 EACH | 234.00000 936.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0178 802-07153 2.000 EACH | 234.00000 468.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0179 802-07154 2.000 EACH | 234.00000 468.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0180 802-07159 1.000 EACH | 2400.00000 2400.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0181 802-76015 468.000 SFT | 13.00000 6084.00| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0182 802-76035 150.000 SFT | 13.00000 1950.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0183 802-76095 2969.580 LBS | 1.80000 5345.24| | STRUCTURAL STEEL, BREAKAWAY | | | 0184 802-76140 1.000 EACH | 17000.00000 17000.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0185 802-76175 13.000 LFT | 165.00000 2145.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0186 805-06592 4685.000 LFT | 10.00000 46850.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -37 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0187 805-78370 2.000 EACH | 220.00000 440.00| | PEDESTRIAN PUSH BUTTON , TEMPORARY | | | 0188 805-86839 5000.000 LFT | 1.20000 6000.00| | WIRE, THW, NO. 4 COPPER IN CONDUIT, 1C | | | 0189 805-86889 3960.000 LFT | 0.15000 594.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0190 805-86930 51.000 EACH | 13.00000 663.00| | INSULATING LINK, NOT WATERPROOFED | | | 0191 805-86935 68.000 EACH | 15.00000 1020.00| | INSULATING LINK, WATERPROOFED | | | 0192 805-98336 100.000 LFT | 7.00000 700.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0193 807-02191 14.000 EACH | 500.00000 7000.00| | HANDHOLE, LIGHTING | | | 0194 807-02193 36.000 EACH | 800.00000 28800.00| | LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0195 807-02603 36.000 EACH | 650.00000 23400.00| | LIGHT STANDARD, RELOCATE | | | 0196 807-07580 7880.000 LFT | 5.50000 43340.00| | WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0197 807-82016 1.000 EACH | 600.00000 600.00| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0198 807-82056 5.000 EACH | 8000.00000 40000.00| | UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0199 807-86750 30.000 EACH | 500.00000 15000.00| | LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0200 807-86790 2.000 EACH | 450.00000 900.00| | LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0201 807-86910 37.000 EACH | 30.00000 1110.00| | CONNECTOR KIT, UNFUSED | | | 0202 807-86915 38.000 EACH | 32.00000 1216.00| | CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -38 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0203 807-86920 54.000 EACH | 15.00000 810.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0204 807-86925 32.000 EACH | 19.00000 608.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0205 807-86955 4.000 EACH | 139.00000 556.00| | CABLE DUCT MARKER | | | 0206 807-95078 36.000 EACH | 250.00000 9000.00| | TRANSFORMER BASE | | | 0207 808-03631 4577.000 LFT | 0.30000 1373.10| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0208 808-03632 4769.000 LFT | 0.30000 1430.70| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0209 808-05534 867.000 LFT | 1.25000 1083.75| | LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0210 808-06702 3819.000 LFT | 0.30000 1145.70| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0211 808-06703 5573.000 LFT | 0.25000 1393.25| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0212 808-06705 6238.000 LFT | 0.60000 3742.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0213 808-06706 794.000 LFT | 3.00000 2382.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0214 808-06716 60790.000 LFT | 0.22000 13373.80| | LINE, REMOVE | | | 0215 808-07591 108.000 LFT | 10.00000 1080.00| | LINE, EPOXY, SOLID, WHITE, 24 IN. | | | 0216 808-74811 2366.000 LFT | 0.40000 946.40| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0217 808-75100 188.000 LFT | 1.00000 188.00| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 6 IN. | | | 0218 808-75245 7786.000 LFT | 0.25000 1946.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0219 808-75996 269.000 EACH | 15.00000 4035.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 591 -39 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,066,573 ROUTE : I-65 CALL ORDER : 591 CONTRACT ID : B -27854-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 47-0640264 |( ) |( ) |KIEWIT WESTERN CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0220 808-75998 269.000 EACH | 25.00000 6725.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0221 706-03278 1.000 EACH | 2000.00000 2000.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED TBT | | | 0222 801-09133 5.000 EACH | 5800.00000 29000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0223 210-08382 14679.000 LFT | 50.00000 733950.00| | QUICKCHANGE MOVEABLE BARRIER AND | | | TRANSFER/TRANSPORT MACHINE | | | 0224 801-06198 180.000 DAY | 1.00000 180.00| | PATROLLER | | | 0225 601-07023 3.000 EACH | 3500.00000 10500.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | SECTION TOTALS | $ 16,693,979.79| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 16,693,979.79| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 4,793,139.57 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 5,522,739.74 115.2218% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 5,560,912.79 116.0182% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 5,956,310.55 124.2674% 5 36-2231526 WALSH CONSTR COMPANY $ 6,158,000.00 128.4753% 6 35-1339168 LAPORTE CONSTRUCTION CO $ 6,835,110.78 142.6020% ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 46000.00000 46000.00| 70560.00000 70560.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 26.000 MOS | 1800.00000 46800.00| 1800.00000 46800.00| 2000.00000 52000.00 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 | 148000.00000 148000.00| 275000.00000 275000.00| 275000.00000 275000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 50000.00000 50000.00| 100000.00000 100000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 3250.000 SYS | 8.00000 26000.00| 10.00000 32500.00| 8.00000 26000.00 PAVEMENT REMOVAL | | | 0008 202-02241 1360.000 LFT | 0.80000 1088.00| 1.75000 2380.00| 1.75000 2380.00 GUARDRAIL, REMOVE | | | 0009 202-02272 51.000 LFT | 11.00000 561.00| 16.00000 816.00| 10.00000 510.00 PAVED SIDE DITCH, REMOVE | | | 0010 202-02273 41.000 SYS | 8.00000 328.00| 40.00000 1640.00| 14.00000 574.00 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02277 390.000 LFT | 4.70000 1833.00| 5.00000 1950.00| 4.00000 1560.00 GUTTER, LIP, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-51328 LUMP | 237000.00000 237000.00| 436000.00000 436000.00| 689697.32000 689697.32 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-91385 7.000 EACH | 7.25000 50.75| 350.00000 2450.00| 250.00000 1750.00 INLET, REMOVE | | | 0014 202-99187 20.000 LFT | 6.00000 120.00| 6.00000 120.00| 5.00000 100.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 680.000 CYS | 12.50000 8500.00| 16.00000 10880.00| 45.00000 30600.00 EXCAVATION, COMMON | | | 0016 203-02070 12.000 CYS | 20.00000 240.00| 38.00000 456.00| 75.00000 900.00 BORROW | | | 0017 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 3330.000 LFT | 1.42000 4728.60| 1.42000 4728.60| 1.45000 4828.50 TEMPORARY SILT FENCE | | | 0019 207-08263 4630.000 SYS | 10.65000 49309.50| 9.00000 41670.00| 15.00000 69450.00 SUBGRADE TREATMENT, TYPE IA | | | 0020 211-06467 112.000 CYS | 38.00000 4256.00| 27.00000 3024.00| 50.00000 5600.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 82.000 CYS | 24.00000 1968.00| 19.50000 1599.00| 45.00000 3690.00 STRUCTURE BACKFILL | | | 0022 301-07448 365.000 TON | 20.00000 7300.00| 13.00000 4745.00| 21.00000 7665.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 1170.000 CYS | 30.75000 35977.50| 33.00000 38610.00| 45.00000 52650.00 SUBBASE FOR PCCP | | | 0024 302-07455 76.000 CYS | 42.45000 3226.20| 40.00000 3040.00| 60.00000 4560.00 DENSE GRADED SUBBASE | | | 0025 304-07490 41.000 TON | 95.00000 3895.00| 110.00000 4510.00| 111.00000 4551.00 HMA PATCHING, TYPE B | | | 0026 304-07493 1096.500 TON | 42.00000 46053.00| 47.00000 51535.50| 48.00000 52632.00 WIDENING WITH HMA, TYPE B | | | 0027 306-08034 3400.000 SYS | 2.00000 6800.00| 2.00000 6800.00| 3.00000 10200.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0028 306-08041 305.000 SYS | 5.00000 1525.00| 5.00000 1525.00| 8.00000 2440.00 MILLING, CONCRETE PAVEMENT | | | 0029 406-05520 2.200 TON | 400.00000 880.00| 400.00000 880.00| 210.00000 462.00 ASPHALT FOR TACK COAT | | | 0030 502-06329 4055.000 SYS | 52.30000 212076.50| 45.00000 182475.00| 35.00000 141925.00 PCCP, 12 IN. | | | 0031 503-03489 325.000 EACH | 14.35000 4663.75| 7.50000 2437.50| 12.00000 3900.00 RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 503-05240 2200.000 LFT | 7.70000 16940.00| 9.50000 20900.00| 11.00000 24200.00 D-1 CONTRACTION JOINT | | | 0033 503-05310 152.000 LFT | 98.00000 14896.00| 104.00000 15808.00| 115.00000 17480.00 TERMINAL JOINT | | | 0034 601-01522 1.000 EACH | 2335.00000 2335.00| 2600.00000 2600.00| 2600.00000 2600.00 GUARDRAIL TRANSITION TYPE TGB MODIFIED, | | | DOUBLE-FACED | | | 0035 601-02103 400.000 LFT | 18.50000 7400.00| 22.00000 8800.00| 22.00000 8800.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0036 601-02800 4.000 EACH | 1035.00000 4140.00| 1400.00000 5600.00| 1400.00000 5600.00 GUARDRAIL TRANSITION, TGT | | | 0037 601-05999 1.000 EACH | 48.00000 48.00| 50.00000 50.00| 50.00000 50.00 CURVED TERMINAL END | | | 0039 601-07023 3.000 EACH | 9625.00000 28875.00| 9625.00000 28875.00| 4400.00000 13200.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0040 601-94689 2.000 EACH | 2250.00000 4500.00| 2600.00000 5200.00| 2600.00000 5200.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 100.000 LFT | 15.00000 1500.00| 20.00000 2000.00| 20.00000 2000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 601-99108 675.000 LFT | 20.50000 13837.50| 24.00000 16200.00| 24.00000 16200.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0043 601-99132 1.000 EACH | 55.00000 55.00| 100.00000 100.00| 100.00000 100.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0044 601-99132 1.000 EACH | 55.00000 55.00| 200.00000 200.00| 200.00000 200.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING MODIFIED, DOUBLE-FACED | | | 0045 602-06639 1205.000 LFT | 11.50000 13857.50| 16.72000 20147.60| 18.00000 21690.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 745.000 LFT | 10.50000 7822.50| 17.72000 13201.40| 19.00000 14155.00 TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 50.000 EACH | 3.35000 167.50| 7.00000 350.00| 4.00000 200.00 BARRIER DELINEATOR | | | 0048 603-06040 20.000 LFT | 11.54000 230.80| 30.00000 600.00| 10.00000 200.00 FENCE, FARM FIELD, 47 IN. | | | 0049 605-02493 270.000 SYS | 35.75000 9652.50| 45.00000 12150.00| 34.00000 9180.00 CURB ISLAND, CONCRETE 6 INCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 605-05523 4.000 LFT | 200.00000 800.00| 200.00000 800.00| 150.00000 600.00 CURB, HMA | | | 0051 605-06095 550.000 LFT | 13.95000 7672.50| 10.00000 5500.00| 15.00000 8250.00 CURB, INTEGRAL, B, CONCRETE | | | 0052 607-90826 1.000 EACH | 850.00000 850.00| 1500.00000 1500.00| 500.00000 500.00 GUTTER TURNOUT, CONCRETE PATCHING | | | 0053 609-06259 571.000 SYS | 49.35000 28178.85| 60.00000 34260.00| 55.00000 31405.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0054 610-07487 996.400 TON | 45.00000 44838.00| 50.00000 49820.00| 47.00000 46830.80 HMA FOR APPROACHES, TYPE B | | | 0055 616-02320 772.000 SYS | 2.50000 1930.00| 2.00000 1544.00| 3.00000 2316.00 GEOTEXTILES | | | 0056 616-06451 186.000 TON | 25.85000 4808.10| 35.00000 6510.00| 60.00000 11160.00 RIPRAP, UNIFORM | | | 0057 619-04414 12.000 EACH | 250.00000 3000.00| 250.00000 3000.00| 300.00000 3600.00 DRAIN EXTENSION | | | 0058 701-93790 LUMP | 107000.00000 107000.00| 124800.00000 124800.00| 120000.00000 120000.00 CLEAN AND EPOXY COAT EXISTING PILES | | | 0059 702-51005 671.000 CYS | 535.00000 358985.00| 575.00000 385825.00| 550.00000 369050.00 CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51110 3864.000 LBS | 2.50000 9660.00| 2.50000 9660.00| 3.50000 13524.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0061 702-51863 67.000 EACH | 7.50000 502.50| 11.00000 737.00| 9.00000 603.00 FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-51032 774548.000 LBS | 0.79000 611892.92| 0.80000 619638.40| 0.87000 673856.76 REINFORCING STEEL, EPOXY COATED | | | 0063 703-97936 213.000 EACH | 31.20000 6645.60| 28.00000 5964.00| 32.00000 6816.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 2039.000 CYS | 410.00000 835990.00| 505.00000 1029695.00| 500.00000 1019500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-08352 1795.700 LFT | 70.00000 125699.00| 70.00000 125699.00| 75.00000 134677.50 RAILING, CF-1 | | | 0066 706-51020 234.000 CYS | 425.00000 99450.00| 340.00000 79560.00| 400.00000 93600.00 CONCRETE, C, RAILING | | | 0067 707-05983 12474.000 LFT | 79.50000 991683.00| 80.00000 997920.00| 65.00000 810810.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0068 708-51814 2315.000 SFT | 1.00000 2315.00| 0.30000 694.50| 3.00000 6945.00 WELDED STEEL WIRE FABRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 709-51821 LUMP | 10000.00000 10000.00| 25000.00000 25000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0070 715-05048 938.000 LFT | 5.85000 5487.30| 6.00000 5628.00| 9.00000 8442.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0071 715-05053 72.000 LFT | 24.75000 1782.00| 15.00000 1080.00| 24.00000 1728.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0072 715-05149 138.000 LFT | 24.50000 3381.00| 25.00000 3450.00| 23.00000 3174.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0073 715-05407 300.000 LFT | 4.00000 1200.00| 7.00000 2100.00| 3.00000 900.00 PIPE, END BENT DRAIN, 6 IN. | | | 0074 715-46000 3.000 EACH | 209.50000 628.50| 325.00000 975.00| 350.00000 1050.00 PIPE END SECTION, 12 IN. | | | 0075 718-06529 3.000 EACH | 600.00000 1800.00| 750.00000 2250.00| 300.00000 900.00 OUTLET PROTECTOR, 2 | | | 0076 718-52610 130.000 CYS | 26.40000 3432.00| 35.00000 4550.00| 46.00000 5980.00 AGGREGATE FOR UNDERDRAINS | | | 0077 718-99153 835.000 SYS | 2.80000 2338.00| 4.00000 3340.00| 4.00000 3340.00 GEOTEXTILES FOR UNDERDRAIN | | | 0078 720-44000 1.000 EACH | 353.00000 353.00| 750.00000 750.00| 250.00000 250.00 CASTING, ADJUST TO GRADE | | | 0079 720-45025 2.000 EACH | 1552.00000 3104.00| 2100.00000 4200.00| 1800.00000 3600.00 INLET, D6 | | | 0080 720-45042 2.000 EACH | 1652.00000 3304.00| 2600.00000 5200.00| 2000.00000 4000.00 INLET, HA5 | | | 0081 722-51842 8115.000 SYS | 29.25000 237363.75| 38.00000 308370.00| 30.00000 243450.00 BRIDGE DECK OVERLAY | | | 0082 724-03276 601.100 LFT | 50.00000 30055.00| 50.00000 30055.00| 40.00000 24044.00 EXPANSION JOINT SEALING SYSTEM | | | 0083 801-01851 LUMP | 28900.00000 28900.00| 28600.00000 28600.00| 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0084 801-03290 17.000 EACH | 267.00000 4539.00| 267.00000 4539.00| 267.00000 4539.00 CONSTRUCTION SIGN, C | | | 0085 801-06207 22755.000 LFT | 0.78000 17748.90| 0.78000 17748.90| 0.78000 17748.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0086 801-06216 33.000 LFT | 7.30000 240.90| 7.29000 240.57| 7.29000 240.57 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0087 801-06218 103.000 LFT | 5.50000 566.50| 5.49000 565.47| 5.49000 565.47 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 801-06625 33.000 EACH | 210.00000 6930.00| 210.00000 6930.00| 210.00000 6930.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 31.000 EACH | 173.00000 5363.00| 173.00000 5363.00| 173.00000 5363.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 12.000 EACH | 49.00000 588.00| 49.00000 588.00| 49.00000 588.00 CONSTRUCTION SIGN, B | | | 0091 801-06710 1800.000 DAY | 10.00000 18000.00| 6.00000 10800.00| 10.00000 18000.00 FLASHING ARROW SIGN | | | 0092 801-06775 LUMP | 15572.00000 15572.00| 15572.00000 15572.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0093 801-07119 96.000 LFT | 32.50000 3120.00| 32.50000 3120.00| 32.50000 3120.00 BARRICADE, III-B | | | 0094 801-09133 2.000 EACH | 12504.00000 25008.00| 12504.00000 25008.00| 12504.00000 25008.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0095 801-94295 6.000 EACH | 225.00000 1350.00| 225.00000 1350.00| 225.00000 1350.00 SIGNAL HEAD, RELOCATE | | | 0096 801-97643 1730.000 LFT | 4.28000 7404.40| 4.28000 7404.40| 4.28000 7404.40 TEMPORARY BUZZ STRIPS | | | 0097 802-05702 10.500 LFT | 10.00000 105.00| 10.00000 105.00| 24.15000 253.58 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0098 804-06771 6.000 EACH | 22.00000 132.00| 22.00000 132.00| 49.68000 298.08 DELINEATOR POST, FLEXIBLE , YELLOW | | | 0099 808-03002 1160.000 LFT | 0.40000 464.00| 0.40000 464.00| 0.40000 464.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0100 808-03631 3660.000 LFT | 0.40000 1464.00| 0.40000 1464.00| 0.40000 1464.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0101 808-03632 3780.000 LFT | 0.40000 1512.00| 0.40000 1512.00| 0.40000 1512.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0102 808-06716 5175.000 LFT | 0.45000 2328.75| 0.45000 2328.75| 0.45000 2328.75 LINE, REMOVE | | | 0103 808-75996 34.000 EACH | 20.00000 680.00| 25.00000 850.00| 12.24000 416.16 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0104 808-75998 55.000 EACH | 68.00000 3740.00| 53.53000 2944.15| 45.00000 2475.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0105 808-95933 300.000 LFT | 6.00000 1800.00| 6.00000 1800.00| 6.00000 1800.00 CURB PAINTING, YELLOW | | | 0106 601-06242 1.000 EACH | 11400.00000 11400.00| 11400.00000 11400.00| 11900.00000 11900.00 IMPACT ATTENUATOR, R2, W1, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 619-05926 LUMP | 8500.00000 8500.00| 8500.00000 8500.00| 8500.00000 8500.00 ENVIRONMENTAL CONTROL | | | 0108 202-03135 88.000 SFT | 45.00000 3960.00| 15.00000 1320.00| 45.00000 3960.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 4,793,139.57| $ 5,522,739.74| $ 5,560,912.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,793,139.57| $ 5,522,739.74| $ 5,560,912.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1582109 |( 5 ) 36-2231526 |( 6 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 70000.00000 70000.00| 95000.00000 95000.00| 6533.00000 6533.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 26.000 MOS | 2200.00000 57200.00| 1275.00000 33150.00| 1533.00000 39858.00 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 | 290000.00000 290000.00| 300000.00000 300000.00| 341235.27000 341235.27 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| 120000.00000 120000.00| 15197.80000 15197.80 CLEARING RIGHT OF WAY | | | 0007 202-02240 3250.000 SYS | 11.00000 35750.00| 8.00000 26000.00| 9.64000 31330.00 PAVEMENT REMOVAL | | | 0008 202-02241 1360.000 LFT | 0.80000 1088.00| 5.00000 6800.00| 1.75000 2380.00 GUARDRAIL, REMOVE | | | 0009 202-02272 51.000 LFT | 2.00000 102.00| 5.00000 255.00| 10.03000 511.53 PAVED SIDE DITCH, REMOVE | | | 0010 202-02273 41.000 SYS | 12.00000 492.00| 20.00000 820.00| 45.13000 1850.33 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02277 390.000 LFT | 2.46000 959.40| 5.00000 1950.00| 6.26000 2441.40 GUTTER, LIP, REMOVE | | | 0012 202-51328 LUMP | 560000.00000 560000.00| 450000.00000 450000.00| 947706.98000 947706.98 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-91385 7.000 EACH | 80.00000 560.00| 125.00000 875.00| 194.60000 1362.20 INLET, REMOVE | | | 0014 202-99187 20.000 LFT | 1.63000 32.60| 20.00000 400.00| 6.00000 120.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 680.000 CYS | 9.00000 6120.00| 25.00000 17000.00| 21.72000 14769.60 EXCAVATION, COMMON | | | 0016 203-02070 12.000 CYS | 20.00000 240.00| 50.00000 600.00| 18.48000 221.76 BORROW | | | 0017 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 3330.000 LFT | 1.42000 4728.60| 4.00000 13320.00| 1.42000 4728.60 TEMPORARY SILT FENCE | | | 0019 207-08263 4630.000 SYS | 8.00000 37040.00| 10.00000 46300.00| 11.28000 52226.40 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1582109 |( 5 ) 36-2231526 |( 6 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-06467 112.000 CYS | 24.00000 2688.00| 30.00000 3360.00| 23.35000 2615.20 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 82.000 CYS | 11.00000 902.00| 30.00000 2460.00| 23.05000 1890.10 STRUCTURE BACKFILL | | | 0022 301-07448 365.000 TON | 18.00000 6570.00| 30.00000 10950.00| 13.94000 5088.10 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 1170.000 CYS | 32.00000 37440.00| 30.00000 35100.00| 21.61000 25283.70 SUBBASE FOR PCCP | | | 0024 302-07455 76.000 CYS | 30.00000 2280.00| 80.00000 6080.00| 22.92000 1741.92 DENSE GRADED SUBBASE | | | 0025 304-07490 41.000 TON | 95.00000 3895.00| 125.00000 5125.00| 95.00000 3895.00 HMA PATCHING, TYPE B | | | 0026 304-07493 1096.500 TON | 51.92000 56930.28| 70.00000 76755.00| 51.02000 55943.43 WIDENING WITH HMA, TYPE B | | | 0027 306-08034 3400.000 SYS | 1.00000 3400.00| 3.00000 10200.00| 2.00000 6800.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0028 306-08041 305.000 SYS | 4.00000 1220.00| 6.00000 1830.00| 5.00000 1525.00 MILLING, CONCRETE PAVEMENT | | | 0029 406-05520 2.200 TON | 400.00000 880.00| 400.00000 880.00| 400.00000 880.00 ASPHALT FOR TACK COAT | | | 0030 502-06329 4055.000 SYS | 45.00000 182475.00| 44.00000 178420.00| 55.60000 225458.00 PCCP, 12 IN. | | | 0031 503-03489 325.000 EACH | 15.00000 4875.00| 12.00000 3900.00| 13.20000 4290.00 RETROFITTED TIE BARS | | | 0032 503-05240 2200.000 LFT | 7.00000 15400.00| 9.00000 19800.00| 6.22000 13684.00 D-1 CONTRACTION JOINT | | | 0033 503-05310 152.000 LFT | 140.00000 21280.00| 100.00000 15200.00| 149.24000 22684.48 TERMINAL JOINT | | | 0034 601-01522 1.000 EACH | 2335.00000 2335.00| 2600.00000 2600.00| 2600.00000 2600.00 GUARDRAIL TRANSITION TYPE TGB MODIFIED, | | | DOUBLE-FACED | | | 0035 601-02103 400.000 LFT | 18.50000 7400.00| 22.00000 8800.00| 22.00000 8800.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0036 601-02800 4.000 EACH | 1035.00000 4140.00| 1400.00000 5600.00| 1400.00000 5600.00 GUARDRAIL TRANSITION, TGT | | | 0037 601-05999 1.000 EACH | 48.00000 48.00| 50.00000 50.00| 50.00000 50.00 CURVED TERMINAL END | | | 0039 601-07023 3.000 EACH | 9625.00000 28875.00| 4400.00000 13200.00| 4400.00000 13200.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1582109 |( 5 ) 36-2231526 |( 6 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-94689 2.000 EACH | 2250.00000 4500.00| 2600.00000 5200.00| 2600.00000 5200.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 100.000 LFT | 15.00000 1500.00| 20.00000 2000.00| 20.00000 2000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 601-99108 675.000 LFT | 20.50000 13837.50| 24.00000 16200.00| 24.00000 16200.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0043 601-99132 1.000 EACH | 55.00000 55.00| 100.00000 100.00| 100.00000 100.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0044 601-99132 1.000 EACH | 55.00000 55.00| 200.00000 200.00| 200.00000 200.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING MODIFIED, DOUBLE-FACED | | | 0045 602-06639 1205.000 LFT | 18.00000 21690.00| 12.00000 14460.00| 20.15000 24280.75 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 745.000 LFT | 12.00000 8940.00| 16.00000 11920.00| 10.78000 8031.10 TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 50.000 EACH | 3.00000 150.00| 7.00000 350.00| 3.35000 167.50 BARRIER DELINEATOR | | | 0048 603-06040 20.000 LFT | 30.00000 600.00| 30.00000 600.00| 30.00000 600.00 FENCE, FARM FIELD, 47 IN. | | | 0049 605-02493 270.000 SYS | 35.00000 9450.00| 50.00000 13500.00| 47.28000 12765.60 CURB ISLAND, CONCRETE 6 INCH | | | 0050 605-05523 4.000 LFT | 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 CURB, HMA | | | 0051 605-06095 550.000 LFT | 15.00000 8250.00| 9.00000 4950.00| 21.54000 11847.00 CURB, INTEGRAL, B, CONCRETE | | | 0052 607-90826 1.000 EACH | 750.00000 750.00| 2500.00000 2500.00| 1140.12000 1140.12 GUTTER TURNOUT, CONCRETE PATCHING | | | 0053 609-06259 571.000 SYS | 48.00000 27408.00| 60.00000 34260.00| 70.54000 40278.34 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0054 610-07487 996.400 TON | 45.00000 44838.00| 45.00000 44838.00| 45.00000 44838.00 HMA FOR APPROACHES, TYPE B | | | 0055 616-02320 772.000 SYS | 2.00000 1544.00| 4.00000 3088.00| 2.33000 1798.76 GEOTEXTILES | | | 0056 616-06451 186.000 TON | 40.00000 7440.00| 25.00000 4650.00| 35.42000 6588.12 RIPRAP, UNIFORM | | | 0057 619-04414 12.000 EACH | 250.00000 3000.00| 650.00000 7800.00| 666.22000 7994.64 DRAIN EXTENSION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1582109 |( 5 ) 36-2231526 |( 6 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 701-93790 LUMP | 125000.00000 125000.00| 140000.00000 140000.00| 92500.00000 92500.00 CLEAN AND EPOXY COAT EXISTING PILES | | | 0059 702-51005 671.000 CYS | 440.00000 295240.00| 650.00000 436150.00| 790.25000 530257.75 CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51110 3864.000 LBS | 2.00000 7728.00| 2.00000 7728.00| 3.88000 14992.32 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0061 702-51863 67.000 EACH | 7.00000 469.00| 18.00000 1206.00| 9.71000 650.57 FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-51032 774548.000 LBS | 0.99000 766802.52| 0.76000 588656.48| 0.81000 627383.88 REINFORCING STEEL, EPOXY COATED | | | 0063 703-97936 213.000 EACH | 35.00000 7455.00| 40.00000 8520.00| 48.54000 10339.02 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 2039.000 CYS | 540.00000 1101060.00| 600.00000 1223400.00| 714.93000 1457742.27 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-08352 1795.700 LFT | 71.69000 128733.73| 86.00000 154430.20| 84.00000 150838.80 RAILING, CF-1 | | | 0066 706-51020 234.000 CYS | 525.00000 122850.00| 550.00000 128700.00| 869.19000 203390.46 CONCRETE, C, RAILING | | | 0067 707-05983 12474.000 LFT | 93.40000 1165071.60| 85.00000 1060290.00| 83.36000 1039832.64 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0068 708-51814 2315.000 SFT | 0.78000 1805.70| 1.00000 2315.00| 0.73000 1689.95 WELDED STEEL WIRE FABRIC | | | 0069 709-51821 LUMP | 15000.00000 15000.00| 14000.00000 14000.00| 13861.00000 13861.00 SURFACE SEAL | | | 0070 715-05048 938.000 LFT | 3.00000 2814.00| 3.00000 2814.00| 12.70000 11912.60 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0071 715-05053 72.000 LFT | 7.00000 504.00| 18.00000 1296.00| 13.40000 964.80 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0072 715-05149 138.000 LFT | 28.00000 3864.00| 25.00000 3450.00| 52.12000 7192.56 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0073 715-05407 300.000 LFT | 10.00000 3000.00| 3.00000 900.00| 19.83000 5949.00 PIPE, END BENT DRAIN, 6 IN. | | | 0074 715-46000 3.000 EACH | 280.00000 840.00| 225.00000 675.00| 609.81000 1829.43 PIPE END SECTION, 12 IN. | | | 0075 718-06529 3.000 EACH | 370.00000 1110.00| 650.00000 1950.00| 481.24000 1443.72 OUTLET PROTECTOR, 2 | | | 0076 718-52610 130.000 CYS | 35.00000 4550.00| 20.00000 2600.00| 24.96000 3244.80 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1582109 |( 5 ) 36-2231526 |( 6 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 718-99153 835.000 SYS | 1.50000 1252.50| 2.00000 1670.00| 3.02000 2521.70 GEOTEXTILES FOR UNDERDRAIN | | | 0078 720-44000 1.000 EACH | 225.00000 225.00| 900.00000 900.00| 560.91000 560.91 CASTING, ADJUST TO GRADE | | | 0079 720-45025 2.000 EACH | 1300.00000 2600.00| 2000.00000 4000.00| 1379.70000 2759.40 INLET, D6 | | | 0080 720-45042 2.000 EACH | 1500.00000 3000.00| 2000.00000 4000.00| 1818.70000 3637.40 INLET, HA5 | | | 0081 722-51842 8115.000 SYS | 44.00000 357060.00| 43.00000 348945.00| 43.99000 356978.85 BRIDGE DECK OVERLAY | | | 0082 724-03276 601.100 LFT | 70.00000 42077.00| 35.00000 21038.50| 106.40000 63957.04 EXPANSION JOINT SEALING SYSTEM | | | 0083 801-01851 LUMP | 30000.00000 30000.00| 45000.00000 45000.00| 26742.64000 26742.64 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0084 801-03290 17.000 EACH | 267.00000 4539.00| 267.00000 4539.00| 267.00000 4539.00 CONSTRUCTION SIGN, C | | | 0085 801-06207 22755.000 LFT | 0.78000 17748.90| 0.78000 17748.90| 0.78000 17748.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0086 801-06216 33.000 LFT | 7.29000 240.57| 7.29000 240.57| 7.29000 240.57 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0087 801-06218 103.000 LFT | 5.49000 565.47| 5.49000 565.47| 5.49000 565.47 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0088 801-06625 33.000 EACH | 210.00000 6930.00| 90.00000 2970.00| 210.00000 6930.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 31.000 EACH | 173.00000 5363.00| 200.00000 6200.00| 173.00000 5363.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 12.000 EACH | 49.00000 588.00| 49.00000 588.00| 49.00000 588.00 CONSTRUCTION SIGN, B | | | 0091 801-06710 1800.000 DAY | 10.00000 18000.00| 20.00000 36000.00| 10.00000 18000.00 FLASHING ARROW SIGN | | | 0092 801-06775 LUMP | 18031.59000 18031.59| 134142.15000 134142.15| 26790.39000 26790.39 MAINTAINING TRAFFIC | | | 0093 801-07119 96.000 LFT | 32.50000 3120.00| 32.50000 3120.00| 32.50000 3120.00 BARRICADE, III-B | | | 0094 801-09133 2.000 EACH | 12504.00000 25008.00| 12504.00000 25008.00| 12504.00000 25008.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 601 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,156,701.07 ROUTE : SR 149 CALL ORDER : 601 CONTRACT ID : B -27891-A COUNTIES : PORTER LETTING DATE : 02/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1582109 |( 5 ) 36-2231526 |( 6 ) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION |WALSH CONSTR COMPANY |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 801-94295 6.000 EACH | 225.00000 1350.00| 225.00000 1350.00| 225.00000 1350.00 SIGNAL HEAD, RELOCATE | | | 0096 801-97643 1730.000 LFT | 4.28000 7404.40| 4.28000 7404.40| 4.28000 7404.40 TEMPORARY BUZZ STRIPS | | | 0097 802-05702 10.500 LFT | 14.00000 147.00| 14.00000 147.00| 14.00000 147.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0098 804-06771 6.000 EACH | 45.00000 270.00| 45.00000 270.00| 45.00000 270.00 DELINEATOR POST, FLEXIBLE , YELLOW | | | 0099 808-03002 1160.000 LFT | 0.40000 464.00| 0.50000 580.00| 0.40000 464.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0100 808-03631 3660.000 LFT | 0.40000 1464.00| 0.47000 1720.20| 0.40000 1464.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0101 808-03632 3780.000 LFT | 0.40000 1512.00| 0.47000 1776.60| 0.40000 1512.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0102 808-06716 5175.000 LFT | 0.45000 2328.75| 0.23000 1190.25| 0.45000 2328.75 LINE, REMOVE | | | 0103 808-75996 34.000 EACH | 8.18000 278.12| 14.92000 507.28| 15.59000 530.06 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0104 808-75998 55.000 EACH | 50.18000 2759.90| 40.00000 2200.00| 68.00000 3740.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0105 808-95933 300.000 LFT | 6.00000 1800.00| 4.00000 1200.00| 6.00000 1800.00 CURB PAINTING, YELLOW | | | 0106 601-06242 1.000 EACH | 12450.42000 12450.42| 12900.00000 12900.00| 11900.00000 11900.00 IMPACT ATTENUATOR, R2, W1, TL-2 | | | 0107 619-05926 LUMP | 8500.00000 8500.00| 8500.00000 8500.00| 8500.00000 8500.00 ENVIRONMENTAL CONTROL | | | 0108 202-03135 88.000 SFT | 35.00000 3080.00| 25.00000 2200.00| 25.00000 2200.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 5,956,310.55| $ 6,158,000.00| $ 6,835,110.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,956,310.55| $ 6,158,000.00| $ 6,835,110.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 621 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,998.05 ROUTE : W 86TH ST CALL ORDER : 621 CONTRACT ID : B -28023-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 577,388.54 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 597,761.15 103.5284% 3 35-1609544 SCHUTT-LOOKABILL CO $ 664,853.72 115.1484% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 714,955.85 123.8258% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 744,300.00 128.9080% 6 35-1523985 WIRTZ & YATES, INC. $ 875,818.80 151.6862% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |GOHMANN ASPHALT & CONSTR., I |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 4972.00000 4972.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1800.00000 21600.00| 1000.00000 12000.00| 1900.00000 22800.00 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 | 28000.00000 28000.00| 29750.00000 29750.00| 33200.00000 33200.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-90788 LUMP | 6000.00000 6000.00| 2500.00000 2500.00| 6000.00000 6000.00 DEBRIS, REMOVE | | | 0007 202-02240 108.000 SYS | 28.00000 3024.00| 15.00000 1620.00| 12.00000 1296.00 PAVEMENT REMOVAL | | | 0008 202-02241 200.000 LFT | 3.75000 750.00| 2.40000 480.00| 2.00000 400.00 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 75500.00000 75500.00| 90000.00000 90000.00| 149018.00000 149018.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 211-07454 191.000 CYS | 45.00000 8595.00| 37.50000 7162.50| 34.58000 6604.78 STRUCTURE BACKFILL | | | 0011 302-06464 28.000 CYS | 65.00000 1820.00| 37.50000 1050.00| 50.00000 1400.00 SUBBASE FOR PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 621 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,998.05 ROUTE : W 86TH ST CALL ORDER : 621 CONTRACT ID : B -28023-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |GOHMANN ASPHALT & CONSTR., I |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 303-01180 216.000 TON | 22.00000 4752.00| 20.00000 4320.00| 22.15000 4784.40 COMPACTED AGGREGATE, NO. 53 | | | 0013 306-08043 667.000 SYS | 8.00000 5336.00| 6.00000 4002.00| 5.25000 3501.75 MILLING, TRANSITION | | | 0014 402-07432 71.000 TON | 70.00000 4970.00| 85.00000 6035.00| 79.00000 5609.00 HMA SURFACE, TYPE A | | | 0015 405-05518 267.000 SYS | 0.50000 133.50| 0.10000 26.70| 0.57000 152.19 ASPHALT FOR PRIME COAT | | | 0016 406-05521 427.000 SYS | 0.20000 85.40| 0.60000 256.20| 0.23000 98.21 ASPHALT FOR TACK COAT | | | 0017 502-06327 108.000 SYS | 65.00000 7020.00| 50.00000 5400.00| 67.00000 7236.00 PCCP, 10 IN. | | | 0018 503-05310 48.000 LFT | 150.00000 7200.00| 110.00000 5280.00| 130.00000 6240.00 TERMINAL JOINT | | | 0019 601-01522 4.000 EACH | 1625.00000 6500.00| 1450.00000 5800.00| 1840.00000 7360.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-94689 4.000 EACH | 2075.00000 8300.00| 2200.00000 8800.00| 2345.00000 9380.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 100.000 LFT | 13.85000 1385.00| 15.60000 1560.00| 15.65000 1565.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06729 38.000 EACH | 7.00000 266.00| 8.00000 304.00| 10.00000 380.00 BARRIER DELINEATOR | | | 0023 615-06530 1.000 EACH | 535.00000 535.00| 550.00000 550.00| 600.00000 600.00 POST, BENCHMARK | | | 0024 616-02320 946.000 SYS | 3.50000 3311.00| 3.00000 2838.00| 1.80000 1702.80 GEOTEXTILES | | | 0025 616-05689 508.000 TON | 35.00000 17780.00| 27.50000 13970.00| 30.06000 15270.48 RIPRAP, CLASS 2 | | | 0026 616-06405 220.000 TON | 25.00000 5500.00| 22.50000 4950.00| 26.27000 5779.40 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH | 325.00000 325.00| 250.00000 250.00| 367.00000 367.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06560 445.000 SYS | 1.71000 760.95| 1.00000 445.00| 1.93000 858.85 MULCHED SEEDING, U | | | 0029 621-06574 140.000 SYS | 13.71000 1919.40| 10.00000 1400.00| 15.49000 2168.60 SODDING | | | 0030 703-51032 67071.000 LBS | 0.95000 63717.45| 0.85000 57010.35| 0.78000 52315.38 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 621 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,998.05 ROUTE : W 86TH ST CALL ORDER : 621 CONTRACT ID : B -28023-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |GOHMANN ASPHALT & CONSTR., I |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 704-51002 422.000 CYS | 295.00000 124490.00| 345.00000 145590.00| 363.10000 153228.20 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-06349 692.000 LFT | 70.00000 48440.00| 87.50000 60550.00| 82.21000 56889.32 RAILING, TX | | | 0033 708-51813 2750.000 SFT | 34.00000 93500.00| 35.50000 97625.00| 30.00000 82500.00 PNEUMATICALLY PLACED MORTAR | | | 0034 709-51821 LUMP | 7270.00000 7270.00| 7900.00000 7900.00| 8700.00000 8700.00 SURFACE SEAL | | | 0035 728-98377 LUMP | 5250.00000 5250.00| 5000.00000 5000.00| 5400.00000 5400.00 MASONRY COATING | | | 0036 801-04308 4.000 EACH | 270.00000 1080.00| 300.00000 1200.00| 305.00000 1220.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06625 31.000 EACH | 45.00000 1395.00| 50.00000 1550.00| 51.00000 1581.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 4.000 EACH | 270.00000 1080.00| 350.00000 1400.00| 305.00000 1220.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0040 801-07118 96.000 LFT | 9.00000 864.00| 10.00000 960.00| 10.00000 960.00 BARRICADE, III-A | | | 0041 801-07119 96.000 LFT | 9.00000 864.00| 10.00000 960.00| 10.00000 960.00 BARRICADE, III-B | | | 0042 808-06713 1092.000 LFT | 0.26000 283.92| 0.35000 382.20| 0.29000 316.68 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-06714 1092.000 LFT | 0.26000 283.92| 0.35000 382.20| 0.29000 316.68 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 577,388.54| $ 597,761.15| $ 664,853.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 577,388.54| $ 597,761.15| $ 664,853.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 621 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,998.05 ROUTE : W 86TH ST CALL ORDER : 621 CONTRACT ID : B -28023-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( 6 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 3942.78000 3942.78| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 2515.21000 30182.52| 2200.00000 26400.00 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| 37144.00000 37144.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-90788 LUMP | 4500.00000 4500.00| 2955.15000 2955.15| 10000.00000 10000.00 DEBRIS, REMOVE | | | 0007 202-02240 108.000 SYS | 18.00000 1944.00| 17.89000 1932.12| 30.00000 3240.00 PAVEMENT REMOVAL | | | 0008 202-02241 200.000 LFT | 5.00000 1000.00| 2.02000 404.00| 6.50000 1300.00 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 180000.00000 180000.00| 123915.98000 123915.98| 240000.00000 240000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 211-07454 191.000 CYS | 50.00000 9550.00| 34.46000 6581.86| 30.00000 5730.00 STRUCTURE BACKFILL | | | 0011 302-06464 28.000 CYS | 70.00000 1960.00| 62.00000 1736.00| 30.00000 840.00 SUBBASE FOR PCCP | | | 0012 303-01180 216.000 TON | 30.00000 6480.00| 20.28000 4380.48| 24.00000 5184.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 306-08043 667.000 SYS | 6.00000 4002.00| 6.77000 4515.59| 6.25000 4168.75 MILLING, TRANSITION | | | 0014 402-07432 71.000 TON | 70.00000 4970.00| 90.63000 6434.73| 116.00000 8236.00 HMA SURFACE, TYPE A | | | 0015 405-05518 267.000 SYS | 0.50000 133.50| 0.47000 125.49| 0.70000 186.90 ASPHALT FOR PRIME COAT | | | 0016 406-05521 427.000 SYS | 0.20000 85.40| 0.04000 17.08| 0.30000 128.10 ASPHALT FOR TACK COAT | | | 0017 502-06327 108.000 SYS | 70.00000 7560.00| 63.52000 6860.16| 60.00000 6480.00 PCCP, 10 IN. | | | 0018 503-05310 48.000 LFT | 140.00000 6720.00| 110.05000 5282.40| 60.00000 2880.00 TERMINAL JOINT | | | 0019 601-01522 4.000 EACH | 1625.00000 6500.00| 1364.81000 5459.24| 1868.00000 7472.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 621 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,998.05 ROUTE : W 86TH ST CALL ORDER : 621 CONTRACT ID : B -28023-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( 6 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-94689 4.000 EACH | 2075.00000 8300.00| 2021.94000 8087.76| 2324.00000 9296.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 100.000 LFT | 14.00000 1400.00| 14.76000 1476.00| 16.00000 1600.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06729 38.000 EACH | 7.00000 266.00| 7.08000 269.04| 15.00000 570.00 BARRIER DELINEATOR | | | 0023 615-06530 1.000 EACH | 535.00000 535.00| 769.03000 769.03| 635.00000 635.00 POST, BENCHMARK | | | 0024 616-02320 946.000 SYS | 3.00000 2838.00| 3.43000 3244.78| 4.00000 3784.00 GEOTEXTILES | | | 0025 616-05689 508.000 TON | 30.00000 15240.00| 34.14000 17343.12| 47.00000 23876.00 RIPRAP, CLASS 2 | | | 0026 616-06405 220.000 TON | 30.00000 6600.00| 25.74000 5662.80| 25.00000 5500.00 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH | 325.00000 325.00| 328.57000 328.57| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06560 445.000 SYS | 1.75000 778.75| 1.73000 769.85| 2.00000 890.00 MULCHED SEEDING, U | | | 0029 621-06574 140.000 SYS | 14.00000 1960.00| 13.86000 1940.40| 20.00000 2800.00 SODDING | | | 0030 703-51032 67071.000 LBS | 1.00000 67071.00| 0.79000 52986.09| 1.15000 77131.65 REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 422.000 CYS | 315.00000 132930.00| 497.47000 209932.34| 400.00000 168800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-06349 692.000 LFT | 90.00000 62280.00| 85.93000 59463.56| 115.00000 79580.00 RAILING, TX | | | 0033 708-51813 2750.000 SFT | 35.00000 96250.00| 42.46000 116765.00| 38.00000 104500.00 PNEUMATICALLY PLACED MORTAR | | | 0034 709-51821 LUMP | 7800.00000 7800.00| 9707.45000 9707.45| 8100.00000 8100.00 SURFACE SEAL | | | 0035 728-98377 LUMP | 4800.00000 4800.00| 4842.73000 4842.73| 6000.00000 6000.00 MASONRY COATING | | | 0036 801-04308 4.000 EACH | 275.00000 1100.00| 272.96000 1091.84| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06625 31.000 EACH | 50.00000 1550.00| 45.49000 1410.19| 90.00000 2790.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0038 801-06640 4.000 EACH | 275.00000 1100.00| 272.96000 1091.84| 230.00000 920.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 621 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 797,998.05 ROUTE : W 86TH ST CALL ORDER : 621 CONTRACT ID : B -28023-A COUNTIES : MARION LETTING DATE : 02/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1917625 |( 6 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 801-06775 LUMP | 3350.00000 3350.00| 2867.39000 2867.39| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0040 801-07118 96.000 LFT | 10.00000 960.00| 9.09000 872.64| 13.00000 1248.00 BARRICADE, III-A | | | 0041 801-07119 96.000 LFT | 10.00000 960.00| 9.09000 872.64| 15.00000 1440.00 BARRICADE, III-B | | | 0042 808-06713 1092.000 LFT | 0.30000 327.60| 0.29000 316.68| 0.60000 655.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-06714 1092.000 LFT | 0.30000 327.60| 0.29000 316.68| 0.60000 655.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 714,955.85| $ 744,300.00| $ 875,818.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 714,955.85| $ 744,300.00| $ 875,818.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 5,555,287.54 100.0000% 2 35-1374866 PRIMCO, INC. $ 5,684,303.80 102.3224% 3 35-1057237 R L MCCOY INC $ 5,965,273.04 107.3801% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 7,620,710.65 137.1794% ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE AND WIDEN | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 22173.30000 22173.30| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 2076.57000 16612.56| 1886.73000 15093.84| 2000.00000 16000.00 FIELD OFFICE, C | | | 0003 105-07577 8.000 MOS | 324.47000 2595.76| 250.00000 2000.00| 240.00000 1920.00 CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 250000.00000 250000.00| 280165.19000 280165.19| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 5529.34000 5529.34| 22244.00000 22244.00| 24000.00000 24000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 20629.000 SYS | 0.10000 2062.90| 6.35000 130994.15| 6.85000 141308.65 PAVEMENT REMOVAL | | | 0009 202-02241 3628.000 LFT | 2.60000 9432.80| 2.60000 9432.80| 2.60000 9432.80 GUARDRAIL, REMOVE | | | 0010 202-02271 1.000 EACH | 127.43000 127.43| 1284.00000 1284.00| 204.00000 204.00 HEADWALL, REMOVE | | | 0011 202-02859 1.000 EACH | 254.90000 254.90| 3313.00000 3313.00| 330.00000 330.00 GRATED BOX END SECTION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-51328 LUMP | 40000.00000 40000.00| 42025.00000 42025.00| 42500.00000 42500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0013 202-51328 LUMP | 40000.00000 40000.00| 48125.00000 48125.00| 48600.00000 48600.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0014 202-51328 LUMP | 40000.00000 40000.00| 41895.00000 41895.00| 38750.00000 38750.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0015 202-51328 LUMP | 40000.00000 40000.00| 43895.00000 43895.00| 38750.00000 38750.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0016 202-91385 1.000 EACH | 84.45000 84.45| 155.50000 155.50| 450.00000 450.00 INLET, REMOVE | | | 0017 202-93741 6.000 EACH | 414.89000 2489.34| 160.00000 960.00| 160.00000 960.00 GUARD RAIL END TREATMENT, REMOVE | | | 0018 202-96133 75.000 LFT | 4.14000 310.50| 7.45000 558.75| 16.25000 1218.75 PIPE, REMOVE | | | 0019 203-02000 18154.000 CYS | 2.50000 45385.00| 8.50000 154309.00| 8.40000 152493.60 EXCAVATION, COMMON | | | 0020 203-02070 8864.000 CYS | 5.00000 44320.00| 7.50000 66480.00| 13.15000 116561.60 BORROW | | | 0021 205-03371 250.000 CYS | 0.27000 67.50| 10.00000 2500.00| 12.00000 3000.00 SEDIMENT, REMOVE | | | 0022 205-06931 93.600 TON | 51.03000 4776.41| 41.72000 3904.99| 27.00000 2527.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 432.000 LFT | 8.10000 3499.20| 6.58000 2842.56| 8.10000 3499.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 1.000 EACH | 100.00000 100.00| 124.50000 124.50| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06937 2061.000 LFT | 1.45000 2988.45| 2.05000 4225.05| 2.00000 4122.00 TEMPORARY SILT FENCE | | | 0026 206-51230 1325.000 CYS | 13.54000 17940.50| 17.00000 22525.00| 28.00000 37100.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0027 206-93520 16240.000 SFT | 1.00000 16240.00| 8.00000 129920.00| 8.00000 129920.00 TEMPORARY SHEET PILING | | | 0029 210-05873 LUMP | 15000.00000 15000.00| 16400.00000 16400.00| 20000.00000 20000.00 TESTING , MATERIAL AND SAMPLING | | | 0030 210-08097 80.000 EACH | 250.00000 20000.00| 71.10000 5688.00| 30.00000 2400.00 RESET GRAVEL BARRELS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 211-07454 736.000 CYS | 18.77000 13814.72| 22.00000 16192.00| 15.00000 11040.00 STRUCTURE BACKFILL | | | 0032 301-07448 4663.700 TON | 30.00000 139911.00| 26.75000 124753.98| 16.90000 78816.53 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 302-06464 1518.000 CYS | 45.13000 68507.34| 36.50000 55407.00| 39.30000 59657.40 SUBBASE FOR PCCP | | | 0034 304-07789 31.110 TON | 93.55000 2910.34| 90.00000 2799.90| 54.00000 1679.94 WIDENING WITH HMA, TYPE D | | | 0035 306-08034 6440.000 SYS | 2.53000 16293.20| 1.61000 10368.40| 3.00000 19320.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0036 306-08041 76.000 SYS | 10.41000 791.16| 1.61000 122.36| 10.00000 760.00 MILLING, CONCRETE PAVEMENT | | | 0037 402-07432 398.300 TON | 50.00000 19915.00| 50.00000 19915.00| 47.30000 18839.59 HMA SURFACE, TYPE A | | | 0038 402-07434 1765.800 TON | 51.00000 90055.80| 51.00000 90055.80| 43.00000 75929.40 HMA SURFACE, TYPE C | | | 0039 402-07439 4237.500 TON | 29.00000 122887.50| 29.00000 122887.50| 29.00000 122887.50 HMA INTERMEDIATE, TYPE C | | | 0040 402-07440 1194.500 TON | 40.00000 47780.00| 40.00000 47780.00| 30.60000 36551.70 HMA BASE. TYPE A | | | 0041 402-07442 9003.500 TON | 31.00000 279108.50| 31.00000 279108.50| 30.00000 270105.00 HMA BASE, TYPE C | | | 0042 402-07784 1107.100 TON | 48.00000 53140.80| 48.00000 53140.80| 58.00000 64211.80 HMA SURFACE, TYPE D | | | 0043 402-07785 1271.400 TON | 33.00000 41956.20| 33.00000 41956.20| 38.00000 48313.20 HMA INTERMEDIATE, TYPE D | | | 0044 402-07786 3051.200 TON | 33.00000 100689.60| 33.00000 100689.60| 30.60000 93366.72 HMA BASE, TYPE D | | | 0045 405-05517 52.100 TON | 0.01000 0.52| 0.01000 0.52| 0.01000 0.52 ASPHALT FOR PRIME COAT | | | 0046 406-05520 38.600 TON | 1.00000 38.60| 1.00000 38.60| 150.00000 5790.00 ASPHALT FOR TACK COAT | | | 0047 502-06331 6051.000 SYS | 45.25000 273807.75| 39.00000 235989.00| 39.00000 235989.00 PCCP, 14 IN. | | | 0048 503-03489 364.000 EACH | 28.76000 10468.64| 9.75000 3549.00| 9.00000 3276.00 RETROFITTED TIE BARS | | | 0049 503-05240 2421.000 LFT | 10.66000 25807.86| 9.00000 21789.00| 7.00000 16947.00 D-1 CONTRACTION JOINT | | | 0050 503-05310 415.000 LFT | 80.84000 33548.60| 64.60000 26809.00| 125.00000 51875.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 601-01522 10.000 EACH | 1400.00000 14000.00| 1400.00000 14000.00| 1400.00000 14000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0052 601-01942 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED, 17 FT. RADIUS | | | 0053 601-05999 3.000 EACH | 40.00000 120.00| 40.00000 120.00| 40.00000 120.00 CURVED TERMINAL END | | | 0054 601-06777 4.000 EACH | 5700.00000 22800.00| 5700.00000 22800.00| 5700.00000 22800.00 GRAVEL BARREL ARRAY | | | 0055 601-07024 3.000 EACH | 4200.00000 12600.00| 4200.00000 12600.00| 4200.00000 12600.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0056 601-94689 5.000 EACH | 2300.00000 11500.00| 2300.00000 11500.00| 2300.00000 11500.00 GUARDRAIL END TREATMENT, OS | | | 0057 601-94690 1.000 EACH | 3400.00000 3400.00| 3400.00000 3400.00| 3400.00000 3400.00 GUARDRAIL END TREATMENT, MS | | | 0058 601-99105 3719.500 LFT | 13.00000 48353.50| 13.00000 48353.50| 13.00000 48353.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0059 601-99108 269.000 LFT | 18.00000 4842.00| 18.00000 4842.00| 18.00000 4842.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0060 601-99123 4.000 EACH | 2100.00000 8400.00| 2100.00000 8400.00| 2100.00000 8400.00 GUARDRAIL TRANSITION, GP | | | 0061 602-06639 300.000 LFT | 29.97000 8991.00| 16.75000 5025.00| 22.00000 6600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0062 602-06646 13795.000 LFT | 18.97000 261691.15| 15.50000 213822.50| 14.00000 193130.00 TEMPORARY CONCRETE BARRIER | | | 0063 602-06729 100.000 EACH | 5.89000 589.00| 5.75000 575.00| 7.00000 700.00 BARRIER DELINEATOR | | | 0064 603-06040 500.000 LFT | 7.00000 3500.00| 7.00000 3500.00| 7.00000 3500.00 FENCE, FARM FIELD, 47 IN. | | | 0065 605-06095 246.000 LFT | 20.01000 4922.46| 11.50000 2829.00| 12.00000 2952.00 CURB, INTEGRAL, B, CONCRETE | | | 0066 605-94811 4.000 EACH | 559.52000 2238.08| 260.00000 1040.00| 400.00000 1600.00 CURB TURNOUT | | | 0067 606-07484 30234.000 LFT | 0.26000 7860.84| 0.10000 3023.40| 0.01000 302.34 MILLED HMA SHOULDER CORRUGATIONS | | | 0068 606-07485 2101.000 LFT | 1.07000 2248.07| 0.70000 1470.70| 1.00000 2101.00 MILLED PCCP SHOULDER CORRUGATIONS | | | 0069 609-06262 1294.000 SYS | 61.07000 79024.58| 65.00000 84110.00| 69.00000 89286.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 611-03393 4.000 EACH | 12121.33000 48485.32| 30500.00000 122000.00| 9750.00000 39000.00 TEMPORARY CROSSOVER, B MODIFIED | | | 0071 616-02320 446.500 SYS | 2.21000 986.77| 2.00000 893.00| 2.25000 1004.63 GEOTEXTILES | | | 0072 616-06451 238.000 TON | 36.10000 8591.80| 25.00000 5950.00| 27.00000 6426.00 RIPRAP, UNIFORM | | | 0073 616-51367 1809.000 SYS | 45.34000 82020.06| 45.00000 81405.00| 48.00000 86832.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0074 619-51859 LUMP | 9000.00000 9000.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0075 619-51859 LUMP | 9000.00000 9000.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0076 619-51859 LUMP | 9000.00000 9000.00| 7000.00000 7000.00| 7000.00000 7000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0077 619-51859 LUMP | 9000.00000 9000.00| 7000.00000 7000.00| 7000.00000 7000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0078 621-01004 2.000 EACH | 800.00000 1600.00| 200.00000 400.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-06545 1.350 TON | 618.00000 834.30| 500.00000 675.00| 618.00000 834.30 FERTILIZER | | | 0080 621-06548 15.700 LBS | 25.00000 392.50| 45.00000 706.50| 25.00000 392.50 SEED MIXTURE, CV | | | 0081 621-06553 520.000 LBS | 3.25000 1690.00| 3.00000 1560.00| 3.25000 1690.00 SEED MIXTURE, R | | | 0082 621-06565 6.300 TON | 618.00000 3893.40| 460.00000 2898.00| 618.00000 3893.40 MULCHING MATERIAL | | | 0083 701-01849 5970.000 LFT | 45.00000 268650.00| 37.50000 223875.00| 36.00000 214920.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0085 702-51005 846.000 CYS | 368.92000 312106.32| 425.00000 359550.00| 800.00000 676800.00 CONCRETE, A, SUBSTRUCTURE | | | 0086 702-51015 242.000 CYS | 231.53000 56030.26| 275.00000 66550.00| 350.00000 84700.00 CONCRETE, B, FOOTINGS | | | 0087 702-51863 1250.000 EACH | 6.64000 8300.00| 9.00000 11250.00| 9.00000 11250.00 FIELD DRILLED HOLE IN CONCRETE | | | 0088 703-51030 133634.000 LBS | 1.00000 133634.00| 0.61000 81516.74| 0.65000 86862.10 REINFORCING STEEL | | | 0089 703-51032 362171.000 LBS | 1.00000 362171.00| 0.69000 249897.99| 0.70000 253519.70 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 704-51006 950.000 CYS | 411.59000 391010.50| 425.00000 403750.00| 350.00000 332500.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0091 706-05734 16.000 EACH | 1326.80000 21228.80| 1150.00000 18400.00| 1200.00000 19200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0092 706-51020 112.000 CYS | 500.00000 56000.00| 525.00000 58800.00| 650.00000 72800.00 CONCRETE, C, RAILING | | | 0093 709-51821 LUMP | 2700.00000 2700.00| 6559.81000 6559.81| 2700.00000 2700.00 SURFACE SEAL , STR. NO. 1 | | | 0094 709-51821 LUMP | 3600.00000 3600.00| 9472.69000 9472.69| 2700.00000 2700.00 SURFACE SEAL , STR. NO. 2 | | | 0095 709-51821 LUMP | 2400.00000 2400.00| 7259.94000 7259.94| 4700.00000 4700.00 SURFACE SEAL , STR. NO. 3 | | | 0096 709-51821 LUMP | 2400.00000 2400.00| 7259.94000 7259.94| 4700.00000 4700.00 SURFACE SEAL , STR. NO. 4 | | | 0097 710-51870 240.000 SFT | 90.00000 21600.00| 60.00000 14400.00| 45.00000 10800.00 REPOINTING MASONRY IN STRUCTURES | | | 0098 711-51038 LUMP | 130000.00000 130000.00| 123000.00000 123000.00| 123500.00000 123500.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0099 711-51038 LUMP | 190000.00000 190000.00| 180000.00000 180000.00| 178000.00000 178000.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0100 711-51038 LUMP | 130000.00000 130000.00| 116974.19000 116974.19| 121000.00000 121000.00 STRUCTURAL STEEL , STR. NO. 3 | | | 0101 711-51038 LUMP | 130000.00000 130000.00| 116974.19000 116974.19| 121000.00000 121000.00 STRUCTURAL STEEL , STR. NO. 4 | | | 0102 715-04844 1.000 EACH | 918.90000 918.90| 2020.00000 2020.00| 660.00000 660.00 GRATED BOX END SECTION, RESET | | | 0103 715-05048 5023.000 LFT | 3.42000 17178.66| 3.75000 18836.25| 2.75000 13813.25 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0104 715-05053 769.000 LFT | 6.78000 5213.82| 12.85000 9881.65| 6.90000 5306.10 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0105 715-05149 259.000 LFT | 22.71000 5881.89| 25.50000 6604.50| 29.70000 7692.30 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0106 715-05217 179.000 LFT | 26.64000 4768.56| 29.50000 5280.50| 32.15000 5754.85 PIPE, TYPE 5, CIRCULAR, 12 IN. | | | 0107 715-05407 132.000 LFT | 7.34000 968.88| 12.00000 1584.00| 15.00000 1980.00 PIPE, END BENT DRAIN, 6 IN. | | | 0108 715-46000 4.000 EACH | 264.41000 1057.64| 270.00000 1080.00| 310.00000 1240.00 PIPE END SECTION, 12 IN. | | | 0109 715-97686 7.000 EACH | 5551.01000 38857.07| 5350.00000 37450.00| 5745.00000 40215.00 GRATED BOX END SECTION, II, 10:1, 15 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 718-06529 15.000 EACH | 369.61000 5544.15| 475.00000 7125.00| 830.00000 12450.00 OUTLET PROTECTOR, 2 | | | 0111 718-06532 5023.000 LFT | 0.90000 4520.70| 1.00000 5023.00| 0.90000 4520.70 VIDEO INSPECTION FOR UNDERDRAINS | | | 0112 718-52610 451.000 CYS | 50.00000 22550.00| 31.00000 13981.00| 29.15000 13146.65 AGGREGATE FOR UNDERDRAINS | | | 0113 718-99153 849.000 SYS | 5.00000 4245.00| 1.60000 1358.40| 1.80000 1528.20 GEOTEXTILES FOR UNDERDRAIN | | | 0114 720-45045 3.000 EACH | 1812.61000 5437.83| 1585.00000 4755.00| 2100.00000 6300.00 INLET, J10 | | | 0115 720-45055 5.000 EACH | 1812.61000 9063.05| 1585.00000 7925.00| 2100.00000 10500.00 INLET, M10 | | | 0116 724-51925 476.000 LFT | 98.90000 47076.40| 100.00000 47600.00| 90.00000 42840.00 STRUCTURAL EXPANSION JOINT, SS | | | 0117 728-98377 LUMP | 4500.00000 4500.00| 4650.00000 4650.00| 4650.00000 4650.00 MASONRY COATING , STR. NO. 1 | | | 0118 728-98377 LUMP | 5900.00000 5900.00| 4650.00000 4650.00| 4650.00000 4650.00 MASONRY COATING , STR. NO. 2 | | | 0119 728-98377 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 2500.00000 2500.00 MASONRY COATING , STR. NO. 3 | | | 0120 728-98377 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 2500.00000 2500.00 MASONRY COATING , STR. NO. 4 | | | 0121 801-01093 4.000 EACH | 880.00000 3520.00| 260.00000 1040.00| 880.00000 3520.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0122 801-04308 4.000 EACH | 175.00000 700.00| 175.00000 700.00| 175.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0123 801-06198 240.000 DAY | 200.00000 48000.00| 100.00000 24000.00| 100.00000 24000.00 PATROLLER | | | 0124 801-06207 94887.000 LFT | 0.89000 84449.43| 0.89000 84449.43| 0.89000 84449.43 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0125 801-06469 17475.000 LFT | 1.55000 27086.25| 1.55000 27086.25| 1.55000 27086.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0126 801-06640 75.000 EACH | 142.50000 10687.50| 142.50000 10687.50| 142.50000 10687.50 CONSTRUCTION SIGN, A | | | 0127 801-06645 4.000 EACH | 78.00000 312.00| 78.00000 312.00| 78.00000 312.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0128 801-06710 480.000 DAY | 1.00000 480.00| 1.00000 480.00| 1.00000 480.00 FLASHING ARROW SIGN | | | 0129 801-06775 LUMP | 117345.47000 117345.47| 102240.00000 102240.00| 88150.00000 88150.00 MAINTAINING TRAFFIC | | | 0130 801-07118 144.000 LFT | 5.45000 784.80| 5.45000 784.80| 5.45000 784.80 BARRICADE, III-A | | | 0131 801-07119 216.000 LFT | 6.65000 1436.40| 6.65000 1436.40| 6.65000 1436.40 BARRICADE, III-B | | | 0132 801-07606 1099.000 LFT | 19.26000 21166.74| 26.50000 29123.50| 32.80000 36047.20 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0133 801-09133 6.000 EACH | 1000.00000 6000.00| 1000.00000 6000.00| 1000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0134 802-07059 6.000 EACH | 45.00000 270.00| 25.00000 150.00| 20.00000 120.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0135 805-06592 302.000 LFT | 16.00000 4832.00| 20.00000 6040.00| 16.80000 5073.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0136 807-02193 1.000 EACH | 750.00000 750.00| 850.00000 850.00| 750.00000 750.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0137 807-02370 1.000 EACH | 500.00000 500.00| 1200.00000 1200.00| 1000.00000 1000.00 LIGHT STRUCTURE, REMOVE AND RESET | | | 0138 808-06694 2500.000 LFT | 0.28000 700.00| 0.28000 700.00| 0.28000 700.00 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0139 808-06713 29914.000 LFT | 0.14000 4187.96| 0.14000 4187.96| 0.14000 4187.96 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0140 808-06714 25276.000 LFT | 0.14000 3538.64| 0.14000 3538.64| 0.14000 3538.64 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0141 808-06716 26191.000 LFT | 0.34000 8904.94| 0.34000 8904.94| 0.34000 8904.94 LINE, REMOVE | | | 0142 808-75247 4504.000 LFT | 0.01000 45.04| 0.01000 45.04| 0.01000 45.04 LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | | IN. | | | 0143 808-75278 17488.000 LFT | 0.02000 349.76| 0.02000 349.76| 0.02000 349.76 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0144 808-75996 22.000 EACH | 8.29000 182.38| 10.00000 220.00| 20.00000 440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0145 808-75998 22.000 EACH | 50.00000 1100.00| 50.00000 1100.00| 50.00000 1100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1374866 |( 3 ) 35-1057237 |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 808-96075 6320.000 LFT | 0.42000 2654.40| 0.42000 2654.40| 0.42000 2654.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0147 207-08262 22629.000 SYS | 2.00000 45258.00| 2.00000 45258.00| 4.50000 101830.50 SUBGRADE TREATMENT, TYPE I | | | 0148 401-07429 1114.000 TON | 26.00000 28964.00| 26.00000 28964.00| 40.00000 44560.00 QC/QA-HMA, 5, 76, INTERMEDIATE,OGC19.0 | | | MM | | | 0149 726-92406 108.000 EACH | 417.05000 45041.40| 290.00000 31320.00| 300.00000 32400.00 BEARING ASSEMBLY, ELASTOMERIC | | | SECTION TOTALS | $ 5,555,287.54| $ 5,684,303.80| $ 5,965,273.04 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,555,287.54| $ 5,684,303.80| $ 5,965,273.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE AND WIDEN | | | 0001 105-06845 LUMP | 40000.00000 40000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 900.00000 7200.00| | FIELD OFFICE, C | | | 0003 105-07577 8.000 MOS | 250.00000 2000.00| | CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 380000.00000 380000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 50000.00000 50000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02240 20629.000 SYS | 10.00000 206290.00| | PAVEMENT REMOVAL | | | 0009 202-02241 3628.000 LFT | 3.00000 10884.00| | GUARDRAIL, REMOVE | | | 0010 202-02271 1.000 EACH | 650.00000 650.00| | HEADWALL, REMOVE | | | 0011 202-02859 1.000 EACH | 1250.00000 1250.00| | GRATED BOX END SECTION, REMOVE | | | 0012 202-51328 LUMP | 100000.00000 100000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0013 202-51328 LUMP | 145000.00000 145000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0014 202-51328 LUMP | 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0015 202-51328 LUMP | 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0016 202-91385 1.000 EACH | 650.00000 650.00| | INLET, REMOVE | | | 0017 202-93741 6.000 EACH | 170.00000 1020.00| | GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-96133 75.000 LFT | 10.00000 750.00| | PIPE, REMOVE | | | 0019 203-02000 18154.000 CYS | 14.00000 254156.00| | EXCAVATION, COMMON | | | 0020 203-02070 8864.000 CYS | 14.00000 124096.00| | BORROW | | | 0021 205-03371 250.000 CYS | 18.00000 4500.00| | SEDIMENT, REMOVE | | | 0022 205-06931 93.600 TON | 30.00000 2808.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 432.000 LFT | 4.00000 1728.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 1.000 EACH | 225.00000 225.00| | TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06937 2061.000 LFT | 1.75000 3606.75| | TEMPORARY SILT FENCE | | | 0026 206-51230 1325.000 CYS | 19.00000 25175.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0027 206-93520 16240.000 SFT | 14.00000 227360.00| | TEMPORARY SHEET PILING | | | 0029 210-05873 LUMP | 15000.00000 15000.00| | TESTING , MATERIAL AND SAMPLING | | | 0030 210-08097 80.000 EACH | 250.00000 20000.00| | RESET GRAVEL BARRELS | | | 0031 211-07454 736.000 CYS | 24.00000 17664.00| | STRUCTURE BACKFILL | | | 0032 301-07448 4663.700 TON | 15.00000 69955.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 302-06464 1518.000 CYS | 40.00000 60720.00| | SUBBASE FOR PCCP | | | 0034 304-07789 31.110 TON | 80.00000 2488.80| | WIDENING WITH HMA, TYPE D | | | 0035 306-08034 6440.000 SYS | 4.00000 25760.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0036 306-08041 76.000 SYS | 4.00000 304.00| | MILLING, CONCRETE PAVEMENT | | | 0037 402-07432 398.300 TON | 52.00000 20711.60| | HMA SURFACE, TYPE A | | | 0038 402-07434 1765.800 TON | 54.00000 95353.20| | HMA SURFACE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 402-07439 4237.500 TON | 33.00000 139837.50| | HMA INTERMEDIATE, TYPE C | | | 0040 402-07440 1194.500 TON | 42.00000 50169.00| | HMA BASE. TYPE A | | | 0041 402-07442 9003.500 TON | 32.00000 288112.00| | HMA BASE, TYPE C | | | 0042 402-07784 1107.100 TON | 50.00000 55355.00| | HMA SURFACE, TYPE D | | | 0043 402-07785 1271.400 TON | 35.00000 44499.00| | HMA INTERMEDIATE, TYPE D | | | 0044 402-07786 3051.200 TON | 35.00000 106792.00| | HMA BASE, TYPE D | | | 0045 405-05517 52.100 TON | 0.01000 0.52| | ASPHALT FOR PRIME COAT | | | 0046 406-05520 38.600 TON | 1.00000 38.60| | ASPHALT FOR TACK COAT | | | 0047 502-06331 6051.000 SYS | 50.00000 302550.00| | PCCP, 14 IN. | | | 0048 503-03489 364.000 EACH | 14.00000 5096.00| | RETROFITTED TIE BARS | | | 0049 503-05240 2421.000 LFT | 12.00000 29052.00| | D-1 CONTRACTION JOINT | | | 0050 503-05310 415.000 LFT | 100.00000 41500.00| | TERMINAL JOINT | | | 0051 601-01522 10.000 EACH | 1450.00000 14500.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0052 601-01942 1.000 EACH | 1750.00000 1750.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED, 17 FT. RADIUS | | | 0053 601-05999 3.000 EACH | 40.00000 120.00| | CURVED TERMINAL END | | | 0054 601-06777 4.000 EACH | 5800.00000 23200.00| | GRAVEL BARREL ARRAY | | | 0055 601-07024 3.000 EACH | 4300.00000 12900.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0056 601-94689 5.000 EACH | 2400.00000 12000.00| | GUARDRAIL END TREATMENT, OS | | | 0057 601-94690 1.000 EACH | 3500.00000 3500.00| | GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 601-99105 3719.500 LFT | 14.00000 52073.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0059 601-99108 269.000 LFT | 19.00000 5111.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0060 601-99123 4.000 EACH | 2200.00000 8800.00| | GUARDRAIL TRANSITION, GP | | | 0061 602-06639 300.000 LFT | 25.00000 7500.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0062 602-06646 13795.000 LFT | 18.00000 248310.00| | TEMPORARY CONCRETE BARRIER | | | 0063 602-06729 100.000 EACH | 8.00000 800.00| | BARRIER DELINEATOR | | | 0064 603-06040 500.000 LFT | 8.00000 4000.00| | FENCE, FARM FIELD, 47 IN. | | | 0065 605-06095 246.000 LFT | 20.00000 4920.00| | CURB, INTEGRAL, B, CONCRETE | | | 0066 605-94811 4.000 EACH | 1500.00000 6000.00| | CURB TURNOUT | | | 0067 606-07484 30234.000 LFT | 0.40000 12093.60| | MILLED HMA SHOULDER CORRUGATIONS | | | 0068 606-07485 2101.000 LFT | 1.50000 3151.50| | MILLED PCCP SHOULDER CORRUGATIONS | | | 0069 609-06262 1294.000 SYS | 65.00000 84110.00| | REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0070 611-03393 4.000 EACH | 15000.00000 60000.00| | TEMPORARY CROSSOVER, B MODIFIED | | | 0071 616-02320 446.500 SYS | 3.00000 1339.50| | GEOTEXTILES | | | 0072 616-06451 238.000 TON | 3.50000 833.00| | RIPRAP, UNIFORM | | | 0073 616-51367 1809.000 SYS | 55.00000 99495.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0074 619-51859 LUMP | 12000.00000 12000.00| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0075 619-51859 LUMP | 15000.00000 15000.00| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0076 619-51859 LUMP | 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 619-51859 LUMP | 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR. NO. 4 | | | 0078 621-01004 2.000 EACH | 600.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-06545 1.350 TON | 300.00000 405.00| | FERTILIZER | | | 0080 621-06548 15.700 LBS | 15.00000 235.50| | SEED MIXTURE, CV | | | 0081 621-06553 520.000 LBS | 5.00000 2600.00| | SEED MIXTURE, R | | | 0082 621-06565 6.300 TON | 300.00000 1890.00| | MULCHING MATERIAL | | | 0083 701-01849 5970.000 LFT | 50.00000 298500.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0085 702-51005 846.000 CYS | 550.00000 465300.00| | CONCRETE, A, SUBSTRUCTURE | | | 0086 702-51015 242.000 CYS | 450.00000 108900.00| | CONCRETE, B, FOOTINGS | | | 0087 702-51863 1250.000 EACH | 7.00000 8750.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0088 703-51030 133634.000 LBS | 0.75000 100225.50| | REINFORCING STEEL | | | 0089 703-51032 362171.000 LBS | 1.50000 543256.50| | REINFORCING STEEL, EPOXY COATED | | | 0090 704-51006 950.000 CYS | 500.00000 475000.00| | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0091 706-05734 16.000 EACH | 2250.00000 36000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0092 706-51020 112.000 CYS | 750.00000 84000.00| | CONCRETE, C, RAILING | | | 0093 709-51821 LUMP | 9000.00000 9000.00| | SURFACE SEAL , STR. NO. 1 | | | 0094 709-51821 LUMP | 12000.00000 12000.00| | SURFACE SEAL , STR. NO. 2 | | | 0095 709-51821 LUMP | 9000.00000 9000.00| | SURFACE SEAL , STR. NO. 3 | | | 0096 709-51821 LUMP | 9000.00000 9000.00| | SURFACE SEAL , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 710-51870 240.000 SFT | 70.00000 16800.00| | REPOINTING MASONRY IN STRUCTURES | | | 0098 711-51038 LUMP | 150000.00000 150000.00| | STRUCTURAL STEEL , STR. NO. 1 | | | 0099 711-51038 LUMP | 250000.00000 250000.00| | STRUCTURAL STEEL , STR. NO. 2 | | | 0100 711-51038 LUMP | 175000.00000 175000.00| | STRUCTURAL STEEL , STR. NO. 3 | | | 0101 711-51038 LUMP | 175000.00000 175000.00| | STRUCTURAL STEEL , STR. NO. 4 | | | 0102 715-04844 1.000 EACH | 1500.00000 1500.00| | GRATED BOX END SECTION, RESET | | | 0103 715-05048 5023.000 LFT | 5.00000 25115.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0104 715-05053 769.000 LFT | 6.00000 4614.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0105 715-05149 259.000 LFT | 40.00000 10360.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0106 715-05217 179.000 LFT | 35.00000 6265.00| | PIPE, TYPE 5, CIRCULAR, 12 IN. | | | 0107 715-05407 132.000 LFT | 7.00000 924.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0108 715-46000 4.000 EACH | 500.00000 2000.00| | PIPE END SECTION, 12 IN. | | | 0109 715-97686 7.000 EACH | 4750.00000 33250.00| | GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0110 718-06529 15.000 EACH | 750.00000 11250.00| | OUTLET PROTECTOR, 2 | | | 0111 718-06532 5023.000 LFT | 1.00000 5023.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0112 718-52610 451.000 CYS | 35.00000 15785.00| | AGGREGATE FOR UNDERDRAINS | | | 0113 718-99153 849.000 SYS | 2.00000 1698.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0114 720-45045 3.000 EACH | 2750.00000 8250.00| | INLET, J10 | | | 0115 720-45055 5.000 EACH | 2750.00000 13750.00| | INLET, M10 | | | 0116 724-51925 476.000 LFT | 100.00000 47600.00| | STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 728-98377 LUMP | 4500.00000 4500.00| | MASONRY COATING , STR. NO. 1 | | | 0118 728-98377 LUMP | 6000.00000 6000.00| | MASONRY COATING , STR. NO. 2 | | | 0119 728-98377 LUMP | 2900.00000 2900.00| | MASONRY COATING , STR. NO. 3 | | | 0120 728-98377 LUMP | 2900.00000 2900.00| | MASONRY COATING , STR. NO. 4 | | | 0121 801-01093 4.000 EACH | 900.00000 3600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0122 801-04308 4.000 EACH | 180.00000 720.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0123 801-06198 240.000 DAY | 600.00000 144000.00| | PATROLLER | | | 0124 801-06207 94887.000 LFT | 0.89000 84449.43| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0125 801-06469 17475.000 LFT | 1.60000 27960.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0126 801-06640 75.000 EACH | 145.00000 10875.00| | CONSTRUCTION SIGN, A | | | 0127 801-06645 4.000 EACH | 80.00000 320.00| | CONSTRUCTION SIGN, B | | | 0128 801-06710 480.000 DAY | 2.00000 960.00| | FLASHING ARROW SIGN | | | 0129 801-06775 LUMP | 37000.00000 37000.00| | MAINTAINING TRAFFIC | | | 0130 801-07118 144.000 LFT | 5.50000 792.00| | BARRICADE, III-A | | | 0131 801-07119 216.000 LFT | 7.00000 1512.00| | BARRICADE, III-B | | | 0132 801-07606 1099.000 LFT | 25.00000 27475.00| | TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0133 801-09133 6.000 EACH | 1000.00000 6000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0134 802-07059 6.000 EACH | 20.00000 120.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/28/05 PAGE : 641 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,543,389.18 ROUTE : I-90 CALL ORDER : 641 CONTRACT ID : BT-27995-A COUNTIES : STEUBEN LETTING DATE : 02/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 805-06592 302.000 LFT | 17.00000 5134.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0136 807-02193 1.000 EACH | 800.00000 800.00| | LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0137 807-02370 1.000 EACH | 1100.00000 1100.00| | LIGHT STRUCTURE, REMOVE AND RESET | | | 0138 808-06694 2500.000 LFT | 0.30000 750.00| | LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0139 808-06713 29914.000 LFT | 0.15000 4487.10| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0140 808-06714 25276.000 LFT | 0.15000 3791.40| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0141 808-06716 26191.000 LFT | 0.35000 9166.85| | LINE, REMOVE | | | 0142 808-75247 4504.000 LFT | 0.01000 45.04| | LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | | IN. | | | 0143 808-75278 17488.000 LFT | 0.02000 349.76| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0144 808-75996 22.000 EACH | 15.00000 330.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0145 808-75998 22.000 EACH | 52.00000 1144.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0146 808-96075 6320.000 LFT | 0.45000 2844.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0147 207-08262 22629.000 SYS | 4.50000 101830.50| | SUBGRADE TREATMENT, TYPE I | | | 0148 401-07429 1114.000 TON | 28.00000 31192.00| | QC/QA-HMA, 5, 76, INTERMEDIATE,OGC19.0 | | | MM | | | 0149 726-92406 108.000 EACH | 300.00000 32400.00| | BEARING ASSEMBLY, ELASTOMERIC | | | SECTION TOTALS | $ 7,620,710.65| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,620,710.65| $ 0.00| $ ====================================================================================================================================