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.