INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,023,975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 235 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753025 0753025 0753025 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 21,884,000.00 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION $ 23,496,428.71 107.3680% 3 35-1875662 CRIDER & CRIDER, INC. $ 23,937,086.96 109.3816% 4 35-1057095 BLANKENBERGER BROTHERS $ 24,470,889.53 111.8209% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 26,707,322.35 122.0404% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 200000.00000 200000.00| 390000.00000 390000.00| 300000.00000 300000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2100.00000 50400.00| 1700.00000 40800.00| 1400.00000 33600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1030000.00000 1030000.00| 1165000.00000 1165000.00| 1200000.00000 1200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 96553.46000 96553.46| 115000.00000 115000.00| 120000.00000 120000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 10110.000 m2 | 2.60000 26286.00| 6.00000 60660.00| 4.00000 40440.00 PAVEMENT REMOVAL | | | 0006 202-02241 172.000 m | 12.10000 2081.20| 20.00000 3440.00| 13.00000 2236.00 GUARDRAIL, REMOVE | | | 0009 202-03000 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0010 202-51330 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0011 202-51330 LUMP| 14000.00000 14000.00| 10000.00000 10000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 7 | | | 0012 202-74040 36.000 EACH| 630.00000 22680.00| 630.00000 22680.00| 650.00000 23400.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-74080 2.000 EACH| 2070.00000 4140.00| 2070.00000 4140.00| 2100.00000 4200.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-91385 1.000 EACH| 400.00000 400.00| 350.00000 350.00| 300.00000 300.00 INLET, REMOVE | | | 0017 203-02000 1000.000 m3 | 5.20000 5200.00| 6.50000 6500.00| 10.00000 10000.00 EXCAVATION, COMMON | | | 0019 203-02055 863773.000 m3 | 2.95000 2548130.35| 3.73000 3221873.29| 4.35000 3757412.55 EMBANKMENT | | | 0020 203-51223 7589.500 m3 | 6.30000 47813.85| 6.50000 49331.75| 11.00000 83484.50 EXCAVATION, WATERWAY | | | 0021 204-02290 92.000 EACH| 100.00000 9200.00| 1750.00000 161000.00| 400.00000 36800.00 SETTLEMENT PLATE | | | 0022 205-03371 1000.000 m3 | 5.00000 5000.00| 6.50000 6500.00| 7.00000 7000.00 SEDIMENT REMOVE | | | 0023 205-06931 2053.000 Mg | 17.00000 34901.00| 22.50000 46192.50| 20.00000 41060.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06932 36.000 m | 20.00000 720.00| 15.00000 540.00| 10.00000 360.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0025 205-06935 1.000 EACH| 460.00000 460.00| 900.00000 900.00| 2350.00000 2350.00 TEMPORARY SEDIMENT BASIN | | | 0026 205-06936 2314.800 Mg | 18.00000 41666.40| 25.00000 57870.00| 23.00000 53240.40 TEMPORARY SEDIMENT TRAP | | | 0027 205-06938 248.000 m | 12.00000 2976.00| 25.42000 6304.16| 18.00000 4464.00 TEMPORARY SLOPE DRAIN | | | 0028 206-51230 568.000 m3 | 20.00000 11360.00| 26.00000 14768.00| 23.00000 13064.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-07498 144040.000 m2 | 3.65000 525746.00| 2.15000 309686.00| 4.50000 648180.00 SUBGRADE TREATMENT, TYPE A | | | 0030 207-07502 12802.000 m2 | 3.15000 40326.30| 1.65000 21123.30| 2.80000 35845.60 SUBGRADE TREATMENT, TYPE D | | | 0031 207-07503 24223.000 m2 | 2.75000 66613.25| 2.34000 56681.82| 1.50000 36334.50 SUBGRADE TREATMENT, TYPE E | | | 0032 210-08082 11942.400 m | 10.26000 122529.02| 10.75000 128380.80| 8.00000 95539.20 COMPOSITE FILTER SOCK | | | 0033 211-02050 1128.000 m3 | 28.00000 31584.00| 16.85000 19006.80| 23.00000 25944.00 B BORROW | | | 0034 211-06467 288.600 m3 | 48.00000 13852.80| 30.00000 8658.00| 50.00000 14430.00 AGGREGATE FOR END BENT BACKFILL | | | 0035 211-07454 24241.000 m3 | 5.00000 121205.00| 18.75000 454518.75| 20.00000 484820.00 STRUCTURE BACKFILL | | | 0036 212-06281 780.000 m3 | 9.00000 7020.00| 15.00000 11700.00| 5.00000 3900.00 STOCKPILED SELECTED MATERIAL | | | 0037 212-06282 780.000 m3 | 13.00000 10140.00| 15.00000 11700.00| 5.00000 3900.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 213-52830 1060.000 m3 | 72.00000 76320.00| 95.00000 100700.00| 95.00000 100700.00 FLOWABLE MORTAR | | | 0039 302-06464 32345.000 m3 | 36.00000 1164420.00| 39.02000 1262101.90| 38.00000 1229110.00 SUBBASE FOR PCCP | | | 0040 302-07455 175.100 m3 | 42.00000 7354.20| 45.00000 7879.50| 27.00000 4727.70 DENSE GRADED SUBBASE | | | 0041 303-01180 25074.000 Mg | 13.75000 344767.50| 16.25000 407452.50| 17.00000 426258.00 COMPACTED AGGREGATE, NO. 53 | | | 0042 306-08034 8447.000 m2 | 1.40000 11825.80| 2.68000 22637.96| 1.70000 14359.90 MILLING, ASPHALT, 38 mm | | | 0043 401-06264 LUMP| 2500.00000 2500.00| 5500.00000 5500.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0044 401-07327 1652.800 Mg | 40.00000 66112.00| 49.00000 80987.20| 50.00000 82640.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0045 401-07334 481.000 Mg | 48.00000 23088.00| 58.75000 28258.75| 60.00000 28860.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0046 401-07397 4685.200 Mg | 36.00000 168667.20| 40.25000 188579.30| 41.00000 192093.20 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0047 401-07403 473.000 Mg | 40.00000 18920.00| 48.00000 22704.00| 49.00000 23177.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0048 401-07408 1062.200 Mg | 34.00000 36114.80| 35.00000 37177.00| 36.00000 38239.20 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0049 402-07433 1214.000 Mg | 38.00000 46132.00| 48.00000 58272.00| 49.00000 59486.00 HMA SURFACE, TYPE B | | | 0050 402-07438 2024.000 Mg | 36.00000 72864.00| 38.00000 76912.00| 39.00000 78936.00 HMA INTERMEDIATE, TYPE B | | | 0051 402-07441 6476.000 Mg | 34.00000 220184.00| 32.00000 207232.00| 33.00000 213708.00 HMA BASE, TYPE B | | | 0052 404-05514 1071.000 m2 | 2.20000 2356.20| 74.00000 79254.00| 7.50000 8032.50 SEAL COAT, 5 | | | 0053 405-05517 30.700 Mg | 320.00000 9824.00| 335.00000 10284.50| 350.00000 10745.00 ASPHALT FOR PRIME COAT | | | 0054 406-05520 14.700 Mg | 200.00000 2940.00| 210.00000 3087.00| 250.00000 3675.00 ASPHALT FOR TACK COAT | | | 0055 501-06266 LUMP| 5000.00000 5000.00| 14661.74000 14661.74| 15000.00000 15000.00 PROFILOGRAPH, PCCP | | | 0056 501-06322 136808.000 m2 | 32.00000 4377856.00| 29.73000 4067301.84| 30.30000 4145282.40 QC/QA-PCCP, 275 mm | | | 0057 503-05240 24875.000 m | 25.00000 621875.00| 22.80000 567150.00| 23.50000 584562.50 D-1 CONTRACTION JOINT | | | 0058 503-05310 253.800 m | 300.00000 76140.00| 300.00000 76140.00| 200.00000 50760.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 601-01522 12.000 EACH| 1475.00000 17700.00| 1400.00000 16800.00| 1430.00000 17160.00 GUARDRAIL TRANSITION TYPE TGB | | | 0060 601-01626 2.000 EACH| 1260.00000 2520.00| 1700.00000 3400.00| 1750.00000 3500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0061 601-05999 11.000 EACH| 42.00000 462.00| 40.00000 440.00| 50.00000 550.00 CURVED TERMINAL END | | | 0062 601-06233 10.000 EACH| 6450.00000 64500.00| 7400.00000 74000.00| 7500.00000 75000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0063 601-06416 8.000 EACH| 250.00000 2000.00| 900.00000 7200.00| 920.00000 7360.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0064 601-06855 4.000 EACH| 775.00000 3100.00| 600.00000 2400.00| 610.00000 2440.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0065 601-07024 2.000 EACH| 7500.00000 15000.00| 5900.00000 11800.00| 6000.00000 12000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0066 601-94689 27.000 EACH| 2115.00000 57105.00| 2200.00000 59400.00| 2300.00000 62100.00 GUARDRAIL END TREATMENT, OS | | | 0067 601-94690 4.000 EACH| 3715.00000 14860.00| 3400.00000 13600.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, MS | | | 0068 601-99105 1392.580 m | 41.75000 58140.22| 40.00000 55703.20| 41.00000 57095.78 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0069 601-99108 304.800 m | 61.40000 18714.72| 54.00000 16459.20| 55.00000 16764.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0070 602-06639 360.000 m | 60.00000 21600.00| 80.00000 28800.00| 110.00000 39600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0071 602-06646 1660.000 m | 55.00000 91300.00| 50.00000 83000.00| 95.00000 157700.00 TEMPORARY CONCRETE BARRIER | | | 0072 602-06729 88.000 EACH| 7.00000 616.00| 8.42000 740.96| 9.00000 792.00 BARRIER DELINEATOR | | | 0073 603-01159 66.100 m | 35.00000 2313.50| 49.40000 3265.34| 51.00000 3371.10 FENCE, CHAIN LINK, 1067 mm | | | 0074 603-06040 7200.400 m | 14.70000 105845.88| 13.40000 96485.36| 14.00000 100805.60 FENCE, FARM FIELD, 1190 mm | | | 0075 606-07484 784.600 m | 0.85000 666.91| 1.96000 1537.82| 0.50000 392.30 MILLED HMA SHOULDER CORRUGATIONS | | | 0076 606-07485 8122.500 m | 0.85000 6904.13| 1.96000 15920.10| 1.00000 8122.50 MILLED PCCP SHOULDER CORRUGATIONS | | | 0077 609-06259 1190.800 m2 | 80.00000 95264.00| 71.00000 84546.80| 65.00000 77402.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 610-07486 193.000 Mg | 48.00000 9264.00| 75.00000 14475.00| 77.00000 14861.00 HMA FOR APPROACHES, TYPE A | | | 0079 611-06497 1.000 EACH| 165.00000 165.00| 168.30000 168.30| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0080 611-52817 2.000 EACH| 13000.00000 26000.00| 42000.00000 84000.00| 50000.00000 100000.00 TEMPORARY CROSSOVER, B | | | 0081 615-06490 48.000 EACH| 110.00000 5280.00| 120.00000 5760.00| 125.00000 6000.00 RIGHT OF WAY MARKER | | | 0082 615-06510 10.000 EACH| 425.00000 4250.00| 250.00000 2500.00| 260.00000 2600.00 MONUMENT, C | | | 0083 616-02320 15065.000 m2 | 1.25000 18831.25| 1.50000 22597.50| 2.15000 32389.75 GEOTEXTILES | | | 0084 616-05688 971.000 Mg | 20.00000 19420.00| 27.25000 26459.75| 22.00000 21362.00 RIPRAP, CLASS 1 | | | 0085 616-05689 545.000 Mg | 20.00000 10900.00| 32.25000 17576.25| 29.00000 15805.00 RIPRAP, CLASS 2 | | | 0086 616-06405 9822.000 Mg | 16.50000 162063.00| 18.85000 185144.70| 21.00000 206262.00 RIPRAP, REVETMENT | | | 0087 616-06451 231.000 Mg | 22.00000 5082.00| 22.05000 5093.55| 22.00000 5082.00 RIPRAP, UNIFORM | | | 0088 616-51367 907.700 m2 | 60.00000 54462.00| 52.50000 47654.25| 51.00000 46292.70 SLOPEWALL, CONCRETE, 100 mm | | | 0089 621-01004 9.000 EACH| 800.00000 7200.00| 885.00000 7965.00| 550.00000 4950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0091 621-06545 72.600 Mg | 535.00000 38841.00| 590.00000 42834.00| 405.00000 29403.00 FERTILIZER | | | 0092 621-06553 14708.500 kg | 5.80000 85309.30| 6.35000 93398.98| 6.75000 99282.38 SEED MIXTURE, R | | | 0093 621-06555 95.200 kg | 9.70000 923.44| 10.65000 1013.88| 19.00000 1808.80 SEED MIXTURE, P | | | 0094 621-06557 235.000 kg | 4.10000 963.50| 4.50000 1057.50| 4.10000 963.50 SEED MIXTURE, T | | | 0095 621-06565 376.900 Mg | 400.00000 150760.00| 445.00000 167720.50| 360.00000 135684.00 MULCHING MATERIAL | | | 0096 621-06567 465.200 kL | 50.00000 23260.00| 55.00000 25586.00| 1.00000 465.20 WATER | | | 0097 621-06574 25831.000 m2 | 3.30000 85242.30| 3.28000 84725.68| 3.50000 90408.50 SODDING | | | 0098 621-07618 224197.800 m2 | 8.38000 1878777.56| 8.73000 1957246.79| 7.75000 1737532.95 COMPOST SOIL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 622-91786 6795.000 EACH| 5.10000 34654.50| 5.65000 38391.75| 3.25000 22083.75 SEEDLING | | | 0100 701-08072 217.200 m | 260.00000 56472.00| 140.00000 30408.00| 210.00000 45612.00 PILE, STEEL H, HP 360 X 175 | | | 0101 701-51195 136.800 m | 200.00000 27360.00| 80.00000 10944.00| 175.00000 23940.00 PILE, STEEL H, HP 310 X 79 | | | 0102 701-91792 42.000 EACH| 150.00000 6300.00| 105.00000 4410.00| 180.00000 7560.00 PILE TIP, STEEL H , 310 mm | | | 0103 701-91792 24.000 EACH| 185.00000 4440.00| 98.00000 2352.00| 205.00000 4920.00 PILE TIP, STEEL H , 360 mm | | | 0104 701-92043 6.000 m | 1250.00000 7500.00| 1000.00000 6000.00| 1685.00000 10110.00 CORED HOLE IN ROCK, 457 mm | | | 0105 701-95780 87.600 m | 220.00000 19272.00| 110.50000 9679.80| 235.00000 20586.00 PILE, STEEL H, HP 310 X 110 | | | 0106 702-51005 172.800 m3 | 550.00000 95040.00| 515.00000 88992.00| 765.00000 132192.00 CONCRETE, A, SUBSTRUCTURE | | | 0107 702-51015 143.600 m3 | 300.00000 43080.00| 400.00000 57440.00| 765.00000 109854.00 CONCRETE, B, FOOTINGS | | | 0108 702-51100 497.200 kg | 8.00000 3977.60| 6.50000 3231.80| 8.00000 3977.60 DRAIN PIPE, CAST IRON, 150 mm | | | 0109 702-51110 1752.400 kg | 6.00000 10514.40| 6.60000 11565.84| 5.00000 8762.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0110 702-90915 20.200 m3 | 550.00000 11110.00| 700.00000 14140.00| 700.00000 14140.00 CONCRETE, A | | | 0111 703-51030 18144.000 kg | 1.60000 29030.40| 1.60000 29030.40| 1.65000 29937.60 REINFORCING STEEL | | | 0112 703-51032 237372.000 kg | 1.80000 427269.60| 1.80000 427269.60| 1.70000 403532.40 REINFORCING STEEL, EPOXY COATED | | | 0113 704-51002 1281.300 m3 | 550.00000 704715.00| 625.00000 800812.50| 525.00000 672682.50 CONCRETE, C, SUPERSTRUCTURE | | | 0114 706-05732 24.000 EACH| 1250.00000 30000.00| 1300.00000 31200.00| 1000.00000 24000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0115 706-51020 127.300 m3 | 480.00000 61104.00| 375.00000 47737.50| 400.00000 50920.00 CONCRETE, C, RAILING | | | 0116 707-05984 250.800 m | 540.00000 135432.00| 534.59000 134075.17| 715.00000 179322.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0117 707-05996 1009.800 m | 1050.00000 1060290.00| 935.50000 944667.90| 850.00000 858330.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0118 707-06524 118.800 m | 1000.00000 118800.00| 893.03000 106091.96| 1275.00000 151470.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524mm x 1067mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 707-07605 108.000 m | 900.00000 97200.00| 865.11000 93431.88| 1275.00000 137700.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1350 mm X 1200 mm | | | 0120 709-51821 LUMP| 3300.00000 3300.00| 3235.68000 3235.68| 3300.00000 3300.00 SURFACE SEAL , STR. NO. 2 | | | 0121 709-51821 LUMP| 2500.00000 2500.00| 2890.00000 2890.00| 3000.00000 3000.00 SURFACE SEAL , STR. NO. 3 | | | 0122 709-51821 LUMP| 21000.00000 21000.00| 18810.14000 18810.14| 19000.00000 19000.00 SURFACE SEAL , STR. NO. 4 | | | 0123 709-51821 LUMP| 5600.00000 5600.00| 5607.36000 5607.36| 6000.00000 6000.00 SURFACE SEAL STRUCTURE NO.1 | | | 0124 711-51070 16.000 EACH| 50.00000 800.00| 50.00000 800.00| 60.00000 960.00 ANCHOR PLATE, AP 1 | | | 0125 713-97149 3.000 EACH| 8000.00000 24000.00| 24500.00000 73500.00| 50000.00000 150000.00 TEMPORARY RAMP | | | 0126 714-01366 61.800 m | 1800.00000 111240.00| 1650.00000 101970.00| 1800.00000 111240.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0127 714-06056 132.600 m | 2000.00000 265200.00| 1845.00000 244647.00| 2000.00000 265200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0128 714-06660 213.000 m2 | 635.00000 135255.00| 200.00000 42600.00| 700.00000 149100.00 WINGWALL | | | 0129 715-02398 1.000 EACH| 2200.00000 2200.00| 2400.00000 2400.00| 2150.00000 2150.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0130 715-03475 2.000 EACH| 550.00000 1100.00| 330.00000 660.00| 300.00000 600.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0131 715-03476 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 500.00000 1000.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0132 715-05019 769.000 m | 180.00000 138420.00| 185.00000 142265.00| 170.00000 130730.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0133 715-05048 18781.000 m | 7.00000 131467.00| 6.75000 126771.75| 6.00000 112686.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0134 715-05053 1392.000 m | 26.50000 36888.00| 28.75000 40020.00| 36.00000 50112.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0135 715-05123 29.000 m | 120.00000 3480.00| 140.00000 4060.00| 125.00000 3625.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0136 715-05149 119.600 m | 60.00000 7176.00| 52.50000 6279.00| 60.00000 7176.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0137 715-05151 548.500 m | 68.00000 37298.00| 62.50000 34281.25| 65.00000 35652.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 715-05169 41.500 m | 68.00000 2822.00| 75.00000 3112.50| 70.00000 2905.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0139 715-05361 11.000 m | 140.00000 1540.00| 75.00000 825.00| 200.00000 2200.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0140 715-05362 21.000 m | 145.00000 3045.00| 120.00000 2520.00| 150.00000 3150.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0141 715-05371 17.000 m | 240.00000 4080.00| 190.00000 3230.00| 175.00000 2975.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0142 715-05407 337.000 m | 40.00000 13480.00| 25.00000 8425.00| 18.00000 6066.00 PIPE, END BENT DRAIN, 150 mm | | | 0143 715-07108 2.000 EACH| 1700.00000 3400.00| 750.00000 1500.00| 750.00000 1500.00 SAFETY METAL END SECTION, MIN. AREA | | | 0.60 m2 | | | 0144 715-46000 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 250.00000 1000.00 PIPE END SECTION, 300 mm | | | 0145 715-46005 22.000 EACH| 205.00000 4510.00| 225.00000 4950.00| 275.00000 6050.00 PIPE END SECTION, 375 mm | | | 0146 715-46020 4.000 EACH| 300.00000 1200.00| 350.00000 1400.00| 325.00000 1300.00 PIPE END SECTION, 600 mm | | | 0147 715-46040 22.000 EACH| 600.00000 13200.00| 650.00000 14300.00| 750.00000 16500.00 PIPE END SECTION, 900 mm | | | 0148 715-46050 4.000 EACH| 320.00000 1280.00| 270.00000 1080.00| 300.00000 1200.00 PIPE END SECTION, MIN. AREA .15 m2 | | | 0149 718-06529 178.000 EACH| 480.00000 85440.00| 450.00000 80100.00| 500.00000 89000.00 OUTLET PROTECTOR, 2 | | | 0150 718-06532 2000.000 m | 3.00000 6000.00| 4.00000 8000.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0151 718-52610 5493.000 m3 | 32.00000 175776.00| 29.50000 162043.50| 31.00000 170283.00 AGGREGATE FOR UNDERDRAINS | | | 0152 720-45025 8.000 EACH| 1600.00000 12800.00| 1550.00000 12400.00| 1700.00000 13600.00 INLET, D6 | | | 0153 720-45070 16.000 EACH| 2000.00000 32000.00| 1750.00000 28000.00| 1400.00000 22400.00 INLET, P12A | | | 0155 723-07105 98.750 m | 4800.00000 474000.00| 4885.00000 482393.75| 4600.00000 454250.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | 0156 723-07311 29.600 m | 3600.00000 106560.00| 4450.00000 131720.00| 3500.00000 103600.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2440 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 723-07711 82.000 m | 3900.00000 319800.00| 3450.00000 282900.00| 3400.00000 278800.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 1520 mm | | | 0158 723-08050 25.600 m | 4300.00000 110080.00| 4750.00000 121600.00| 4200.00000 107520.00 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | x 2440 mm | | | 0159 801-01093 8.000 EACH| 1950.00000 15600.00| 1950.00000 15600.00| 2000.00000 16000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0160 801-04308 10.000 EACH| 480.00000 4800.00| 480.00000 4800.00| 500.00000 5000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06201 90.000 m2 | 304.00000 27360.00| 304.00000 27360.00| 315.00000 28350.00 TEMPORARY PANEL SIGNS | | | 0162 801-06203 2300.000 m | 0.85000 1955.00| 0.85000 1955.00| 0.65000 1495.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0163 801-06207 16000.000 m | 3.50000 56000.00| 2.60000 41600.00| 3.10000 49600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0164 801-06469 800.000 m | 6.50000 5200.00| 4.70000 3760.00| 6.10000 4880.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0165 801-06577 125.000 m | 22.00000 2750.00| 19.00000 2375.00| 19.00000 2375.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0166 801-06586 150.000 m | 2.60000 390.00| 2.00000 300.00| 2.00000 300.00 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0167 801-06625 41.000 EACH| 155.00000 6355.00| 155.00000 6355.00| 160.00000 6560.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0168 801-06640 45.000 EACH| 245.00000 11025.00| 245.00000 11025.00| 250.00000 11250.00 CONSTRUCTION SIGN, A | | | 0169 801-06645 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 50.00000 400.00 CONSTRUCTION SIGN, B | | | 0170 801-06710 630.000 DAY | 12.00000 7560.00| 12.00000 7560.00| 13.00000 8190.00 FLASHING ARROW SIGN | | | 0171 801-06775 LUMP| 90000.00000 90000.00| 245500.00000 245500.00| 225000.00000 225000.00 MAINTAINING TRAFFIC | | | 0172 801-06775 LUMP| 16500.00000 16500.00| 29200.00000 29200.00| 5000.00000 5000.00 MAINTAINING TRAFFIC , ADDITIONAL | | | 0173 801-07119 116.000 m | 85.00000 9860.00| 85.00000 9860.00| 90.00000 10440.00 BARRICADE, III-B | | | 0174 801-07606 510.000 m | 60.00000 30600.00| 60.00000 30600.00| 62.00000 31620.00 TEMPORARY CROSSOVER DRAINAGE PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 801-09133 2.000 EACH| 15400.00000 30800.00| 15400.00000 30800.00| 15000.00000 30000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0176 802-02475 3.000 EACH| 960.00000 2880.00| 960.00000 2880.00| 980.00000 2940.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0177 802-05701 203.000 m | 54.00000 10962.00| 54.00000 10962.00| 55.00000 11165.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0178 802-05702 186.000 m | 47.00000 8742.00| 47.00000 8742.00| 48.00000 8928.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0179 802-07059 61.000 EACH| 58.00000 3538.00| 58.00000 3538.00| 60.00000 3660.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0180 802-07138 2.000 EACH| 333.00000 666.00| 333.00000 666.00| 340.00000 680.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0181 802-07151 20.000 EACH| 333.00000 6660.00| 333.00000 6660.00| 340.00000 6800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0182 802-07152 2.000 EACH| 364.00000 728.00| 364.00000 728.00| 370.00000 740.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0183 802-07153 20.000 EACH| 404.00000 8080.00| 404.00000 8080.00| 410.00000 8200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0184 802-07154 4.000 EACH| 420.00000 1680.00| 420.00000 1680.00| 430.00000 1720.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0185 802-07158 4.000 EACH| 5600.00000 22400.00| 5600.00000 22400.00| 5700.00000 22800.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0186 802-07275 3.000 EACH| 2440.00000 7320.00| 2440.00000 7320.00| 2500.00000 7500.00 BOX TRUSS SIGN FOUNDATION, V-C | | | 0187 802-07278 5.000 EACH| 3100.00000 15500.00| 3100.00000 15500.00| 3200.00000 16000.00 BOX TRUSS SIGN FOUNDATION, V-D | | | 0188 802-76015 471.000 m2 | 146.00000 68766.00| 146.00000 68766.00| 150.00000 70650.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0189 802-76025 15.000 m2 | 156.00000 2340.00| 156.00000 2340.00| 160.00000 2400.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0190 802-76035 89.000 m2 | 159.00000 14151.00| 159.00000 14151.00| 170.00000 15130.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 802-76045 12.000 m2 | 195.00000 2340.00| 195.00000 2340.00| 200.00000 2400.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0192 802-76065 7.000 m | 5.20000 36.40| 5.20000 36.40| 6.00000 42.00 SIGN POST, B | | | 0193 802-76095 7819.000 kg | 3.84000 30024.96| 3.84000 30024.96| 4.00000 31276.00 STRUCTURAL STEEL, BREAKAWAY | | | 0194 802-76110 4.000 EACH| 32500.00000 130000.00| 32500.00000 130000.00| 33500.00000 134000.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0195 802-76140 4.000 EACH| 16500.00000 66000.00| 16500.00000 66000.00| 17000.00000 68000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0196 808-03002 8285.000 m | 1.15000 9527.75| 1.15000 9527.75| 1.20000 9942.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0197 808-03631 21093.000 m | 1.15000 24256.95| 1.15000 24256.95| 1.20000 25311.60 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0198 808-03632 19286.000 m | 1.15000 22178.90| 1.15000 22178.90| 1.20000 23143.20 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0199 808-05534 1203.000 m | 2.30000 2766.90| 2.30000 2766.90| 2.40000 2887.20 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0200 808-06716 5679.000 m | 1.25000 7098.75| 0.95000 5395.05| 2.10000 11925.90 LINE, REMOVE | | | 0201 808-06800 15.000 m | 24.00000 360.00| 24.00000 360.00| 25.00000 375.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0202 808-74805 230.300 m | 24.00000 5527.20| 24.00000 5527.20| 25.00000 5757.50 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0203 808-74807 12.000 EACH| 105.00000 1260.00| 105.00000 1260.00| 110.00000 1320.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0204 808-74808 11.000 EACH| 155.00000 1705.00| 155.00000 1705.00| 160.00000 1760.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0205 808-75998 628.000 EACH| 16.50000 10362.00| 16.50000 10362.00| 17.00000 10676.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0206 501-06727 LUMP| 5000.00000 5000.00| 7963.30000 7963.30| 8000.00000 8000.00 CORING, PCCP | | | 0207 303-08210 1000.000 Mg | 16.00000 16000.00| 25.00000 25000.00| 17.00000 17000.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1134435 |(3) 35-1875662 |GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 202-51330 LUMP| 110000.00000 110000.00| 260000.00000 260000.00| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 5 | | | 0209 621-04258 249.000 kg | 125.85000 31336.65| 137.50000 34237.50| 80.00000 19920.00 SEED MIXTURE , LOW-PROFILE, PRAIRIE MIX | | | 0210 210-08174 10.000 EACH| 600.00000 6000.00| 1000.00000 10000.00| 500.00000 5000.00 ROOT WAD | | | SECTION TOTALS | $ 21,884,000.00| $ 23,496,428.71| $ 23,937,086.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,884,000.00| $ 23,496,428.71| $ 23,937,086.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 320000.00000 320000.00| 459000.00000 459000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1600.00000 38400.00| 2586.35000 62072.40| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1200000.00000 1200000.00| 1316010.00000 1316010.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 200000.00000 200000.00| 150000.00000 150000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 10110.000 m2 | 5.30000 53583.00| 7.00000 70770.00| PAVEMENT REMOVAL | | | 0006 202-02241 172.000 m | 12.10000 2081.20| 12.10000 2081.20| GUARDRAIL, REMOVE | | | 0009 202-03000 LUMP| 13000.00000 13000.00| 8800.00000 8800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0010 202-51330 LUMP| 3600.00000 3600.00| 17823.31000 17823.31| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0011 202-51330 LUMP| 8600.00000 8600.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 7 | | | 0012 202-74040 36.000 EACH| 630.00000 22680.00| 630.00000 22680.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-74080 2.000 EACH| 2070.00000 4140.00| 2070.00000 4140.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0014 202-91385 1.000 EACH| 1100.00000 1100.00| 550.00000 550.00| INLET, REMOVE | | | 0017 203-02000 1000.000 m3 | 7.25000 7250.00| 9.00000 9000.00| EXCAVATION, COMMON | | | 0019 203-02055 863773.000 m3 | 5.28000 4560721.44| 4.52000 3904253.96| EMBANKMENT | | | 0020 203-51223 7589.500 m3 | 7.00000 53126.50| 11.00000 83484.50| EXCAVATION, WATERWAY | | | 0021 204-02290 92.000 EACH| 350.00000 32200.00| 1260.00000 115920.00| SETTLEMENT PLATE | | | 0022 205-03371 1000.000 m3 | 8.50000 8500.00| 8.70000 8700.00| SEDIMENT REMOVE | | | 0023 205-06931 2053.000 Mg | 25.00000 51325.00| 21.00000 43113.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06932 36.000 m | 29.50000 1062.00| 9.10000 327.60| TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0025 205-06935 1.000 EACH| 4000.00000 4000.00| 2750.00000 2750.00| TEMPORARY SEDIMENT BASIN | | | 0026 205-06936 2314.800 Mg | 31.00000 71758.80| 21.00000 48610.80| TEMPORARY SEDIMENT TRAP | | | 0027 205-06938 248.000 m | 38.00000 9424.00| 50.00000 12400.00| TEMPORARY SLOPE DRAIN | | | 0028 206-51230 568.000 m3 | 20.00000 11360.00| 22.00000 12496.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-07498 144040.000 m2 | 3.80000 547352.00| 4.30000 619372.00| SUBGRADE TREATMENT, TYPE A | | | 0030 207-07502 12802.000 m2 | 2.80000 35845.60| 3.30000 42246.60| SUBGRADE TREATMENT, TYPE D | | | 0031 207-07503 24223.000 m2 | 1.50000 36334.50| 11.80000 285831.40| SUBGRADE TREATMENT, TYPE E | | | 0032 210-08082 11942.400 m | 8.80000 105093.12| 9.77000 116677.25| COMPOSITE FILTER SOCK | | | 0033 211-02050 1128.000 m3 | 20.00000 22560.00| 45.14000 50917.92| B BORROW | | | 0034 211-06467 288.600 m3 | 50.00000 14430.00| 50.00000 14430.00| AGGREGATE FOR END BENT BACKFILL | | | 0035 211-07454 24241.000 m3 | 23.00000 557543.00| 61.94000 1501487.54| STRUCTURE BACKFILL | | | 0036 212-06281 780.000 m3 | 14.00000 10920.00| 20.00000 15600.00| STOCKPILED SELECTED MATERIAL | | | 0037 212-06282 780.000 m3 | 14.00000 10920.00| 20.00000 15600.00| STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0038 213-52830 1060.000 m3 | 100.00000 106000.00| 117.54000 124592.40| FLOWABLE MORTAR | | | 0039 302-06464 32345.000 m3 | 39.02000 1262101.90| 35.79000 1157627.55| SUBBASE FOR PCCP | | | 0040 302-07455 175.100 m3 | 80.00000 14008.00| 103.59000 18138.61| DENSE GRADED SUBBASE | | | 0041 303-01180 25074.000 Mg | 16.00000 401184.00| 29.23000 732913.02| COMPACTED AGGREGATE, NO. 53 | | | 0042 306-08034 8447.000 m2 | 1.18000 9967.46| 2.14000 18076.58| MILLING, ASPHALT, 38 mm | | | 0043 401-06264 LUMP| 5500.00000 5500.00| 5500.00000 5500.00| PROFILOGRAPH, HMA | | | 0044 401-07327 1652.800 Mg | 49.00000 80987.20| 49.00000 80987.20| QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0045 401-07334 481.000 Mg | 58.75000 28258.75| 58.75000 28258.75| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 401-07397 4685.200 Mg | 40.25000 188579.30| 40.25000 188579.30| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0047 401-07403 473.000 Mg | 48.00000 22704.00| 48.00000 22704.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0048 401-07408 1062.200 Mg | 35.00000 37177.00| 35.00000 37177.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0049 402-07433 1214.000 Mg | 48.00000 58272.00| 48.00000 58272.00| HMA SURFACE, TYPE B | | | 0050 402-07438 2024.000 Mg | 38.00000 76912.00| 38.00000 76912.00| HMA INTERMEDIATE, TYPE B | | | 0051 402-07441 6476.000 Mg | 32.00000 207232.00| 32.00000 207232.00| HMA BASE, TYPE B | | | 0052 404-05514 1071.000 m2 | 7.40000 7925.40| 7.40000 7925.40| SEAL COAT, 5 | | | 0053 405-05517 30.700 Mg | 335.00000 10284.50| 335.00000 10284.50| ASPHALT FOR PRIME COAT | | | 0054 406-05520 14.700 Mg | 210.00000 3087.00| 210.00000 3087.00| ASPHALT FOR TACK COAT | | | 0055 501-06266 LUMP| 14661.74000 14661.74| 15258.78000 15258.78| PROFILOGRAPH, PCCP | | | 0056 501-06322 136808.000 m2 | 29.73000 4067301.84| 29.43000 4026259.44| QC/QA-PCCP, 275 mm | | | 0057 503-05240 24875.000 m | 22.80000 567150.00| 25.44000 632820.00| D-1 CONTRACTION JOINT | | | 0058 503-05310 253.800 m | 350.00000 88830.00| 360.00000 91368.00| TERMINAL JOINT | | | 0059 601-01522 12.000 EACH| 1475.00000 17700.00| 1475.00000 17700.00| GUARDRAIL TRANSITION TYPE TGB | | | 0060 601-01626 2.000 EACH| 1260.00000 2520.00| 1260.00000 2520.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0061 601-05999 11.000 EACH| 42.00000 462.00| 42.00000 462.00| CURVED TERMINAL END | | | 0062 601-06233 10.000 EACH| 6450.00000 64500.00| 6450.00000 64500.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0063 601-06416 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0064 601-06855 4.000 EACH| 775.00000 3100.00| 775.00000 3100.00| GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0065 601-07024 2.000 EACH| 10500.00000 21000.00| 10500.00000 21000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 601-94689 27.000 EACH| 2115.00000 57105.00| 2115.00000 57105.00| GUARDRAIL END TREATMENT, OS | | | 0067 601-94690 4.000 EACH| 3715.00000 14860.00| 3715.00000 14860.00| GUARDRAIL END TREATMENT, MS | | | 0068 601-99105 1392.580 m | 41.75000 58140.22| 41.75000 58140.22| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0069 601-99108 304.800 m | 61.40000 18714.72| 61.40000 18714.72| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0070 602-06639 360.000 m | 90.00000 32400.00| 73.17000 26341.20| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0071 602-06646 1660.000 m | 90.00000 149400.00| 63.15000 104829.00| TEMPORARY CONCRETE BARRIER | | | 0072 602-06729 88.000 EACH| 9.00000 792.00| 6.00000 528.00| BARRIER DELINEATOR | | | 0073 603-01159 66.100 m | 35.00000 2313.50| 35.00000 2313.50| FENCE, CHAIN LINK, 1067 mm | | | 0074 603-06040 7200.400 m | 14.70000 105845.88| 14.70000 105845.88| FENCE, FARM FIELD, 1190 mm | | | 0075 606-07484 784.600 m | 0.94000 737.52| 3.88000 3044.25| MILLED HMA SHOULDER CORRUGATIONS | | | 0076 606-07485 8122.500 m | 0.96000 7797.60| 2.37000 19250.33| MILLED PCCP SHOULDER CORRUGATIONS | | | 0077 609-06259 1190.800 m2 | 85.00000 101218.00| 60.00000 71448.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0078 610-07486 193.000 Mg | 90.00000 17370.00| 75.00000 14475.00| HMA FOR APPROACHES, TYPE A | | | 0079 611-06497 1.000 EACH| 165.00000 165.00| 165.00000 165.00| MAILBOX ASSEMBLY, SINGLE | | | 0080 611-52817 2.000 EACH| 33100.00000 66200.00| 42000.00000 84000.00| TEMPORARY CROSSOVER, B | | | 0081 615-06490 48.000 EACH| 110.00000 5280.00| 110.00000 5280.00| RIGHT OF WAY MARKER | | | 0082 615-06510 10.000 EACH| 425.00000 4250.00| 425.00000 4250.00| MONUMENT, C | | | 0083 616-02320 15065.000 m2 | 1.35000 20337.75| 1.20000 18078.00| GEOTEXTILES | | | 0084 616-05688 971.000 Mg | 21.00000 20391.00| 24.00000 23304.00| RIPRAP, CLASS 1 | | | 0085 616-05689 545.000 Mg | 28.50000 15532.50| 30.00000 16350.00| RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 616-06405 9822.000 Mg | 20.25000 198895.50| 21.00000 206262.00| RIPRAP, REVETMENT | | | 0087 616-06451 231.000 Mg | 20.25000 4677.75| 24.00000 5544.00| RIPRAP, UNIFORM | | | 0088 616-51367 907.700 m2 | 39.00000 35400.30| 50.00000 45385.00| SLOPEWALL, CONCRETE, 100 mm | | | 0089 621-01004 9.000 EACH| 800.00000 7200.00| 800.00000 7200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0091 621-06545 72.600 Mg | 535.00000 38841.00| 535.00000 38841.00| FERTILIZER | | | 0092 621-06553 14708.500 kg | 5.80000 85309.30| 5.80000 85309.30| SEED MIXTURE, R | | | 0093 621-06555 95.200 kg | 9.70000 923.44| 9.70000 923.44| SEED MIXTURE, P | | | 0094 621-06557 235.000 kg | 4.10000 963.50| 4.10000 963.50| SEED MIXTURE, T | | | 0095 621-06565 376.900 Mg | 400.00000 150760.00| 400.00000 150760.00| MULCHING MATERIAL | | | 0096 621-06567 465.200 kL | 50.00000 23260.00| 50.00000 23260.00| WATER | | | 0097 621-06574 25831.000 m2 | 2.99000 77234.69| 3.49000 90150.19| SODDING | | | 0098 621-07618 224197.800 m2 | 7.60000 1703903.28| 7.94000 1780130.53| COMPOST SOIL BLANKET | | | 0099 622-91786 6795.000 EACH| 5.10000 34654.50| 5.10000 34654.50| SEEDLING | | | 0100 701-08072 217.200 m | 183.00000 39747.60| 205.00000 44526.00| PILE, STEEL H, HP 360 X 175 | | | 0101 701-51195 136.800 m | 176.00000 24076.80| 170.00000 23256.00| PILE, STEEL H, HP 310 X 79 | | | 0102 701-91792 42.000 EACH| 164.39000 6904.38| 175.00000 7350.00| PILE TIP, STEEL H , 310 mm | | | 0103 701-91792 24.000 EACH| 118.00000 2832.00| 200.00000 4800.00| PILE TIP, STEEL H , 360 mm | | | 0104 701-92043 6.000 m | 1725.00000 10350.00| 1650.00000 9900.00| CORED HOLE IN ROCK, 457 mm | | | 0105 701-95780 87.600 m | 305.84000 26791.58| 230.00000 20148.00| PILE, STEEL H, HP 310 X 110 | | | 0106 702-51005 172.800 m3 | 480.00000 82944.00| 750.00000 129600.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 702-51015 143.600 m3 | 255.00000 36618.00| 750.00000 107700.00| CONCRETE, B, FOOTINGS | | | 0108 702-51100 497.200 kg | 7.98000 3967.66| 7.50000 3729.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0109 702-51110 1752.400 kg | 5.46000 9568.10| 4.50000 7885.80| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0110 702-90915 20.200 m3 | 700.00000 14140.00| 244.11000 4931.02| CONCRETE, A | | | 0111 703-51030 18144.000 kg | 1.43000 25945.92| 1.60000 29030.40| REINFORCING STEEL | | | 0112 703-51032 237372.000 kg | 1.64000 389290.08| 1.65000 391663.80| REINFORCING STEEL, EPOXY COATED | | | 0113 704-51002 1281.300 m3 | 570.00000 730341.00| 515.00000 659869.50| CONCRETE, C, SUPERSTRUCTURE | | | 0114 706-05732 24.000 EACH| 1350.00000 32400.00| 1000.00000 24000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0115 706-51020 127.300 m3 | 540.00000 68742.00| 400.00000 50920.00| CONCRETE, C, RAILING | | | 0116 707-05984 250.800 m | 482.00000 120885.60| 700.00000 175560.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0117 707-05996 1009.800 m | 992.00000 1001721.60| 830.00000 838134.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0118 707-06524 118.800 m | 945.00000 112266.00| 1250.00000 148500.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524mm x 1067mm | | | 0119 707-07605 108.000 m | 948.00000 102384.00| 1250.00000 135000.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1350 mm X 1200 mm | | | 0120 709-51821 LUMP| 3310.00000 3310.00| 3235.68000 3235.68| SURFACE SEAL , STR. NO. 2 | | | 0121 709-51821 LUMP| 2970.00000 2970.00| 2890.00000 2890.00| SURFACE SEAL , STR. NO. 3 | | | 0122 709-51821 LUMP| 21200.00000 21200.00| 18810.14000 18810.14| SURFACE SEAL , STR. NO. 4 | | | 0123 709-51821 LUMP| 5820.00000 5820.00| 5607.36000 5607.36| SURFACE SEAL STRUCTURE NO.1 | | | 0124 711-51070 16.000 EACH| 70.00000 1120.00| 60.00000 960.00| ANCHOR PLATE, AP 1 | | | 0125 713-97149 3.000 EACH| 14000.00000 42000.00| 21250.00000 63750.00| TEMPORARY RAMP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 714-01366 61.800 m | 1950.00000 120510.00| 1730.00000 106914.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0127 714-06056 132.600 m | 2200.00000 291720.00| 1955.00000 259233.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0128 714-06660 213.000 m2 | 490.00000 104370.00| 1575.00000 335475.00| WINGWALL | | | 0129 715-02398 1.000 EACH| 1800.00000 1800.00| 745.00000 745.00| SAFETY METAL END SECTION, 6:1, 900 mm | | | 0130 715-03475 2.000 EACH| 255.00000 510.00| 350.00000 700.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0131 715-03476 2.000 EACH| 535.00000 1070.00| 580.00000 1160.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0132 715-05019 769.000 m | 165.00000 126885.00| 200.00000 153800.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0133 715-05048 18781.000 m | 6.45000 121137.45| 8.77000 164709.37| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0134 715-05053 1392.000 m | 30.00000 41760.00| 38.50000 53592.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0135 715-05123 29.000 m | 110.00000 3190.00| 1.55000 44.95| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0136 715-05149 119.600 m | 72.00000 8611.20| 80.00000 9568.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0137 715-05151 548.500 m | 62.00000 34007.00| 90.00000 49365.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0138 715-05169 41.500 m | 80.00000 3320.00| 90.00000 3735.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0139 715-05361 11.000 m | 92.00000 1012.00| 161.00000 1771.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0140 715-05362 21.000 m | 100.00000 2100.00| 165.00000 3465.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0141 715-05371 17.000 m | 145.00000 2465.00| 345.00000 5865.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0142 715-05407 337.000 m | 45.00000 15165.00| 18.00000 6066.00| PIPE, END BENT DRAIN, 150 mm | | | 0143 715-07108 2.000 EACH| 450.00000 900.00| 1480.00000 2960.00| SAFETY METAL END SECTION, MIN. AREA | | | 0.60 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 715-46000 4.000 EACH| 160.00000 640.00| 300.00000 1200.00| PIPE END SECTION, 300 mm | | | 0145 715-46005 22.000 EACH| 175.00000 3850.00| 350.00000 7700.00| PIPE END SECTION, 375 mm | | | 0146 715-46020 4.000 EACH| 255.00000 1020.00| 700.00000 2800.00| PIPE END SECTION, 600 mm | | | 0147 715-46040 22.000 EACH| 515.00000 11330.00| 800.00000 17600.00| PIPE END SECTION, 900 mm | | | 0148 715-46050 4.000 EACH| 190.00000 760.00| 900.00000 3600.00| PIPE END SECTION, MIN. AREA .15 m2 | | | 0149 718-06529 178.000 EACH| 530.00000 94340.00| 410.00000 72980.00| OUTLET PROTECTOR, 2 | | | 0150 718-06532 2000.000 m | 3.00000 6000.00| 3.30000 6600.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0151 718-52610 5493.000 m3 | 32.00000 175776.00| 33.35000 183191.55| AGGREGATE FOR UNDERDRAINS | | | 0152 720-45025 8.000 EACH| 2150.00000 17200.00| 2000.00000 16000.00| INLET, D6 | | | 0153 720-45070 16.000 EACH| 2200.00000 35200.00| 2200.00000 35200.00| INLET, P12A | | | 0155 723-07105 98.750 m | 4440.00000 438450.00| 4900.00000 483875.00| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | 0156 723-07311 29.600 m | 3100.00000 91760.00| 3890.00000 115144.00| STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2440 mm | | | 0157 723-07711 82.000 m | 3300.00000 270600.00| 4300.00000 352600.00| STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 1520 mm | | | 0158 723-08050 25.600 m | 3820.00000 97792.00| 4565.00000 116864.00| STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | x 2440 mm | | | 0159 801-01093 8.000 EACH| 1950.00000 15600.00| 1950.00000 15600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0160 801-04308 10.000 EACH| 480.00000 4800.00| 550.00000 5500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06201 90.000 m2 | 304.00000 27360.00| 304.00000 27360.00| TEMPORARY PANEL SIGNS | | | 0162 801-06203 2300.000 m | 0.85000 1955.00| 0.85000 1955.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 801-06207 16000.000 m | 2.60000 41600.00| 2.60000 41600.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0164 801-06469 800.000 m | 4.70000 3760.00| 4.70000 3760.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0165 801-06577 125.000 m | 19.00000 2375.00| 19.00000 2375.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0166 801-06586 150.000 m | 2.00000 300.00| 2.00000 300.00| TEMPORARY PAVEMENT MARKING, 200 mm | | | 0167 801-06625 41.000 EACH| 155.00000 6355.00| 125.00000 5125.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0168 801-06640 45.000 EACH| 245.00000 11025.00| 255.00000 11475.00| CONSTRUCTION SIGN, A | | | 0169 801-06645 8.000 EACH| 50.00000 400.00| 50.00000 400.00| CONSTRUCTION SIGN, B | | | 0170 801-06710 630.000 DAY | 12.00000 7560.00| 12.00000 7560.00| FLASHING ARROW SIGN | | | 0171 801-06775 LUMP| 140000.00000 140000.00| 167022.13000 167022.13| MAINTAINING TRAFFIC | | | 0172 801-06775 LUMP| 29200.00000 29200.00| 41940.70000 41940.70| MAINTAINING TRAFFIC , ADDITIONAL | | | 0173 801-07119 116.000 m | 85.00000 9860.00| 100.00000 11600.00| BARRICADE, III-B | | | 0174 801-07606 510.000 m | 54.33000 27708.30| 114.00000 58140.00| TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0175 801-09133 2.000 EACH| 15400.00000 30800.00| 21000.00000 42000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0176 802-02475 3.000 EACH| 960.00000 2880.00| 960.00000 2880.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0177 802-05701 203.000 m | 54.00000 10962.00| 54.00000 10962.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0178 802-05702 186.000 m | 47.00000 8742.00| 47.00000 8742.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0179 802-07059 61.000 EACH| 58.00000 3538.00| 58.00000 3538.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0180 802-07138 2.000 EACH| 333.00000 666.00| 333.00000 666.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 802-07151 20.000 EACH| 333.00000 6660.00| 333.00000 6660.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0182 802-07152 2.000 EACH| 364.00000 728.00| 364.00000 728.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0183 802-07153 20.000 EACH| 404.00000 8080.00| 404.00000 8080.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0184 802-07154 4.000 EACH| 420.00000 1680.00| 420.00000 1680.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0185 802-07158 4.000 EACH| 5600.00000 22400.00| 5600.00000 22400.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0186 802-07275 3.000 EACH| 2440.00000 7320.00| 2440.00000 7320.00| BOX TRUSS SIGN FOUNDATION, V-C | | | 0187 802-07278 5.000 EACH| 3100.00000 15500.00| 3100.00000 15500.00| BOX TRUSS SIGN FOUNDATION, V-D | | | 0188 802-76015 471.000 m2 | 146.00000 68766.00| 146.00000 68766.00| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0189 802-76025 15.000 m2 | 156.00000 2340.00| 156.00000 2340.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0190 802-76035 89.000 m2 | 159.00000 14151.00| 159.00000 14151.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0191 802-76045 12.000 m2 | 195.00000 2340.00| 195.00000 2340.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0192 802-76065 7.000 m | 5.20000 36.40| 5.20000 36.40| SIGN POST, B | | | 0193 802-76095 7819.000 kg | 3.84000 30024.96| 3.84000 30024.96| STRUCTURAL STEEL, BREAKAWAY | | | 0194 802-76110 4.000 EACH| 32500.00000 130000.00| 32500.00000 130000.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0195 802-76140 4.000 EACH| 16500.00000 66000.00| 16500.00000 66000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0196 808-03002 8285.000 m | 1.15000 9527.75| 1.15000 9527.75| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 171 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26023975.02 ROUTE : 231 64 CALL ORDER : 171 CONTRACT ID : R -27264-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-0918397 | |BLANKENBERGER BROTHERS |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 808-03631 21093.000 m | 1.15000 24256.95| 1.15000 24256.95| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0198 808-03632 19286.000 m | 1.15000 22178.90| 1.15000 22178.90| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0199 808-05534 1203.000 m | 2.30000 2766.90| 2.30000 2766.90| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0200 808-06716 5679.000 m | 0.95000 5395.05| 0.95000 5395.05| LINE, REMOVE | | | 0201 808-06800 15.000 m | 24.00000 360.00| 24.00000 360.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0202 808-74805 230.300 m | 24.00000 5527.20| 24.00000 5527.20| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0203 808-74807 12.000 EACH| 105.00000 1260.00| 105.00000 1260.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0204 808-74808 11.000 EACH| 155.00000 1705.00| 155.00000 1705.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0205 808-75998 628.000 EACH| 16.50000 10362.00| 31.68000 19895.04| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0206 501-06727 LUMP| 7963.30000 7963.30| 9199.58000 9199.58| CORING, PCCP | | | 0207 303-08210 1000.000 Mg | 22.00000 22000.00| 21.00000 21000.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0208 202-51330 LUMP| 66000.00000 66000.00| 370000.00000 370000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 5 | | | 0209 621-04258 249.000 kg | 125.85000 31336.65| 125.85000 31336.65| SEED MIXTURE , LOW-PROFILE, PRAIRIE MIX | | | 0210 210-08174 10.000 EACH| 400.00000 4000.00| 2000.00000 20000.00| ROOT WAD | | | SECTION TOTALS | $ 24,470,889.53| $ 26,707,322.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 24,470,889.53| $ 26,707,322.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0702093 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 4,820,660.35 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 5,206,000.00 107.9935% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 5,332,307.00 110.6136% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 5,560,978.86 115.3572% ==================================================================================================================================== |(1) 05-0558668 |(2) 35-2040801 |(3) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06657 24.000 MOS | 171.49000 4115.76| 600.00000 14400.00| 400.00000 9600.00 PHONE, CELLULAR | | | 0002 105-06845 LUMP| 25258.21000 25258.21| 30000.00000 30000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 24.000 MOS | 3190.47000 76571.28| 2000.00000 48000.00| 2000.00000 48000.00 FIELD OFFICE, B | | | 0004 108-01614 LUMP| 6106.38000 6106.38| 9889.75000 9889.75| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 242733.02000 242733.02| 281000.00000 281000.00| 273500.00000 273500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 2274.44000 2274.44| 10000.00000 10000.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 763.000 SYS | 14.06000 10727.78| 15.00000 11445.00| 25.00000 19075.00 PAVEMENT REMOVAL | | | 0008 202-02241 3363.000 LFT | 3.33000 11198.79| 3.00000 10089.00| 2.00000 6726.00 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP| 604851.13000 604851.13| 265000.00000 265000.00| 204743.61000 204743.61 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-94749 650.000 LFT | 3.40000 2210.00| 5.00000 3250.00| 5.00000 3250.00 CURB, ASPHALT, REMOVE | | | 0011 202-99187 420.000 LFT | 2.16000 907.20| 1.95000 819.00| 5.00000 2100.00 FENCE, FARM FIELD, REMOVE | | | 0012 203-02000 1732.000 CYS | 11.10000 19225.20| 11.00000 19052.00| 17.50000 30310.00 EXCAVATION, COMMON | | | 0013 203-02070 2979.000 CYS | 11.29000 33632.91| 15.00000 44685.00| 11.00000 32769.00 BORROW | | | 0014 203-90014 5.300 STA | 311.20000 1649.36| 800.00000 4240.00| 1100.00000 5830.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-2040801 |(3) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-06933 5.000 EACH| 77.72000 388.60| 70.00000 350.00| 75.00000 375.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 2265.000 LFT | 5.84000 13227.60| 1.38000 3125.70| 1.50000 3397.50 TEMPORARY SILT FENCE | | | 0018 206-51215 77.000 CYS | 77.28000 5950.56| 80.00000 6160.00| 146.90000 11311.30 EXCAVATION, X | | | 0019 206-51220 677.000 CYS | 16.98000 11495.46| 50.00000 33850.00| 296.00000 200392.00 EXCAVATION, WET | | | 0020 206-51225 2082.000 CYS | 11.04000 22985.28| 25.00000 52050.00| 35.00000 72870.00 EXCAVATION, DRY | | | 0021 207-07503 5241.000 SYS | 4.45000 23322.45| 5.00000 26205.00| 6.00000 31446.00 SUBGRADE TREATMENT, TYPE E | | | 0022 211-02050 121.000 CYS | 18.18000 2199.78| 45.00000 5445.00| 25.00000 3025.00 B BORROW | | | 0023 211-06467 31.000 CYS | 37.83000 1172.73| 75.00000 2325.00| 35.00000 1085.00 AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 887.000 CYS | 18.18000 16125.66| 45.00000 39915.00| 23.50000 20844.50 STRUCTURE BACKFILL | | | 0025 301-07448 680.000 TON | 18.57000 12627.60| 20.00000 13600.00| 15.00000 10200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 174.000 CYS | 36.34000 6323.16| 45.00000 7830.00| 36.00000 6264.00 DENSE GRADED SUBBASE | | | 0027 306-08036 1280.000 SYS | 6.68000 8550.40| 10.00000 12800.00| 9.00000 11520.00 MILLING, ASPHALT, 2 IN. | | | 0028 402-07433 677.000 TON | 52.40000 35474.80| 48.00000 32496.00| 55.00000 37235.00 HMA SURFACE, TYPE B | | | 0029 402-07438 1366.000 TON | 41.26000 56361.16| 38.00000 51908.00| 44.00000 60104.00 HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 1476.000 TON | 41.62000 61431.12| 38.00000 56088.00| 42.00000 61992.00 HMA BASE. TYPE A | | | 0031 402-07441 5809.000 TON | 35.05000 203605.45| 32.00000 185888.00| 35.00000 203315.00 HMA BASE, TYPE B | | | 0032 402-07784 141.000 TON | 113.88000 16057.08| 103.00000 14523.00| 111.00000 15651.00 HMA SURFACE, TYPE D | | | 0033 402-07785 71.000 TON | 74.79000 5310.09| 68.00000 4828.00| 73.00000 5183.00 HMA INTERMEDIATE, TYPE D | | | 0034 406-05520 11.800 TON | 239.01000 2820.32| 220.00000 2596.00| 238.00000 2808.40 ASPHALT FOR TACK COAT | | | 0035 502-06329 213.200 SYS | 58.83000 12542.56| 80.00000 17056.00| 100.00000 21320.00 PCCP, 12 IN. | | | 0036 503-03489 96.000 EACH| 10.55000 1012.80| 15.00000 1440.00| 12.00000 1152.00 RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-2040801 |(3) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 503-05310 96.000 LFT | 130.02000 12481.92| 175.00000 16800.00| 200.00000 19200.00 TERMINAL JOINT | | | 0038 601-01522 4.000 EACH| 1526.59000 6106.36| 1400.00000 5600.00| 2000.00000 8000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-02205 1.000 EACH| 1099.15000 1099.15| 1000.00000 1000.00| 2500.00000 2500.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0040 601-02206 337.500 LFT | 9.77000 3297.38| 9.00000 3037.50| 10.00000 3375.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0041 601-07024 1.000 EACH| 12157.25000 12157.25| 12000.00000 12000.00| 20000.00000 20000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0042 601-94689 4.000 EACH| 2636.85000 10547.40| 2400.00000 9600.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-97080 1.000 EACH| 2137.23000 2137.23| 2000.00000 2000.00| 2500.00000 2500.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 1000.000 LFT | 15.88000 15880.00| 15.00000 15000.00| 15.00000 15000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 602-06639 1710.000 LFT | 35.62000 60910.20| 48.00000 82080.00| 32.00000 54720.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06729 40.000 EACH| 7.77000 310.80| 8.00000 320.00| 10.00000 400.00 BARRIER DELINEATOR | | | 0047 603-06040 362.000 LFT | 7.66000 2772.92| 7.00000 2534.00| 15.00000 5430.00 FENCE, FARM FIELD, 47 IN. | | | 0048 606-07484 5173.000 LFT | 1.61000 8328.53| 3.00000 15519.00| 2.00000 10346.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0049 609-06259 817.800 SYS | 51.33000 41977.67| 77.00000 62970.60| 60.00000 49068.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0050 611-03392 2.000 EACH| 128041.38000 256082.76| 40000.00000 80000.00| 100000.00000 200000.00 TEMPORARY CROSSOVER, A MODIFIED | | | 0051 616-02320 1842.000 SYS | 1.70000 3131.40| 2.50000 4605.00| 2.00000 3684.00 GEOTEXTILES | | | 0052 616-05688 690.000 TON | 14.52000 10018.80| 30.00000 20700.00| 25.00000 17250.00 RIPRAP, CLASS 1 | | | 0053 616-06405 500.000 TON | 11.15000 5575.00| 25.00000 12500.00| 25.00000 12500.00 RIPRAP, REVETMENT | | | 0054 616-06451 100.000 TON | 19.23000 1923.00| 26.00000 2600.00| 25.00000 2500.00 RIPRAP, UNIFORM | | | 0055 619-05926 LUMP| 1110.25000 1110.25| 2000.00000 2000.00| 10000.00000 10000.00 ENVIRONMENTAL CONTROL | | | 0056 619-51859 LUMP| 22205.02000 22205.02| 40000.00000 40000.00| 50000.00000 50000.00 PAINT STEEL BRIDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-2040801 |(3) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 619-61000 LUMP| 122127.59000 122127.59| 85000.00000 85000.00| 200000.00000 200000.00 CLEAN STEEL BRIDGE | | | 0058 621-01004 4.000 EACH| 943.71000 3774.84| 900.00000 3600.00| 1000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-02770 8850.000 SYS | 1.55000 13717.50| 1.50000 13275.00| 2.50000 22125.00 EROSION CONTROL BLANKET | | | 0060 621-06545 1.900 TON | 571.78000 1086.38| 520.00000 988.00| 600.00000 1140.00 FERTILIZER | | | 0061 621-06548 20.000 LBS | 27.76000 555.20| 25.00000 500.00| 30.00000 600.00 SEED MIXTURE, CV | | | 0062 621-06553 675.000 LBS | 3.01000 2031.75| 3.00000 2025.00| 3.00000 2025.00 SEED MIXTURE, R | | | 0063 621-06557 200.000 LBS | 5.53000 1106.00| 5.00000 1000.00| 6.00000 1200.00 SEED MIXTURE, T | | | 0064 621-06565 13.000 TON | 436.33000 5672.29| 400.00000 5200.00| 500.00000 6500.00 MULCHING MATERIAL | | | 0065 701-51195 1767.000 LFT | 53.59000 94693.53| 60.00000 106020.00| 42.00000 74214.00 PILE, STEEL H, HP 12 X 53 | | | 0066 701-91792 83.000 EACH| 86.82000 7206.06| 125.00000 10375.00| 165.00000 13695.00 PILE TIP, STEEL H | | | 0067 702-51005 1156.100 CYS | 464.93000 537505.57| 550.00000 635855.00| 350.00000 404635.00 CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 344.600 CYS | 264.23000 91053.66| 400.00000 137840.00| 322.00000 110961.20 CONCRETE, B, FOOTINGS | | | 0069 702-51110 11592.000 LBS | 1.71000 19822.32| 3.00000 34776.00| 3.00000 34776.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0070 702-51863 2370.000 EACH| 7.19000 17040.30| 14.00000 33180.00| 20.00000 47400.00 FIELD DRILLED HOLE IN CONCRETE | | | 0071 703-01540 80.000 EACH| 11.69000 935.20| 10.00000 800.00| 10.00000 800.00 THREADED TIE BAR ASSEMBLY | | | 0072 703-51030 259012.000 LBS | 0.74000 191668.88| 0.90000 233110.80| 0.72000 186488.64 REINFORCING STEEL | | | 0073 703-51032 372562.000 LBS | 0.85000 316677.70| 1.00000 372562.00| 0.90000 335305.80 REINFORCING STEEL, EPOXY COATED | | | 0074 703-97936 2805.000 EACH| 11.51000 32285.55| 11.00000 30855.00| 15.00000 42075.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0075 704-51002 965.300 CYS | 491.14000 474097.44| 600.00000 579180.00| 550.00000 530915.00 CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-05734 8.000 EACH| 810.61000 6484.88| 1750.00000 14000.00| 1500.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-2040801 |(3) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 706-51020 166.600 CYS | 237.37000 39545.84| 400.00000 66640.00| 450.00000 74970.00 CONCRETE, C, RAILING | | | 0078 709-51821 LUMP| 25748.94000 25748.94| 25000.00000 25000.00| 35000.00000 35000.00 SURFACE SEAL | | | 0079 711-04297 620.000 SQIN| 4.44000 2752.80| 3.00000 1860.00| 5.00000 3100.00 STRUCTURAL STEEL, FIELD CUT | | | 0080 711-51038 LUMP| 442039.27000 442039.27| 600000.00000 600000.00| 550000.00000 550000.00 STRUCTURAL STEEL | | | 0081 711-51864 1275.000 EACH| 13.32000 16983.00| 17.00000 21675.00| 20.00000 25500.00 DRILLED HOLE | | | 0082 711-51877 LUMP| 48341.47000 48341.47| 70000.00000 70000.00| 150000.00000 150000.00 JACKING AND SUPPORTING BEAMS | | | 0083 711-96479 274.000 EACH| 6.66000 1824.84| 10.00000 2740.00| 15.00000 4110.00 BOLT, REMOVE | | | 0084 711-96800 7900.000 EACH| 1.95000 15405.00| 1.50000 11850.00| 3.00000 23700.00 STUD SHEAR CONNECTOR | | | 0086 715-05118 5.000 LFT | 46.07000 230.35| 25.00000 125.00| 60.00000 300.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0087 715-05118 722.000 LFT | 18.98000 13703.56| 27.00000 19494.00| 25.00000 18050.00 PIPE, TYPE 1, CIRCULAR, 12 IN. TEMPORARY| | | 0088 715-05123 528.000 LFT | 34.85000 18400.80| 45.00000 23760.00| 35.00000 18480.00 PIPE, TYPE 1, CIRCULAR, 24 IN. TEMPORARY| | | 0090 715-05407 88.000 LFT | 7.95000 699.60| 19.00000 1672.00| 6.00000 528.00 PIPE, END BENT DRAIN, 6 IN. | | | 0091 715-05597 10.000 LFT | 97.27000 972.70| 50.00000 500.00| 51.00000 510.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0092 715-26770 1.000 EACH| 4293.99000 4293.99| 3250.00000 3250.00| 4000.00000 4000.00 GRATED BOX END SECTION, I, 3:1, 24 IN. | | | 0093 715-26770 1.000 EACH| 4293.99000 4293.99| 3250.00000 3250.00| 5000.00000 5000.00 GRATED BOX END SECTION, I, 3:1, 24 IN. | | | TEMPORARY | | | 0094 715-46000 1.000 EACH| 408.08000 408.08| 375.00000 375.00| 600.00000 600.00 PIPE END SECTION, 12 IN. TEMPORARY | | | 0096 715-91361 108.000 LFT | 20.19000 2180.52| 90.00000 9720.00| 60.00000 6480.00 PIPE, PVC, 6 IN. | | | 0097 720-44296 9.000 EACH| 335.30000 3017.70| 555.00000 4995.00| 500.00000 4500.00 CAP INLET | | | 0098 720-45025 1.000 EACH| 1203.16000 1203.16| 2000.00000 2000.00| 2000.00000 2000.00 INLET, D6 MODIFIED, TEMPORARY | | | 0099 720-45030 1.000 EACH| 831.22000 831.22| 1750.00000 1750.00| 2000.00000 2000.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-2040801 |(3) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 724-03276 236.000 LFT | 61.26000 14457.36| 80.00000 18880.00| 92.00000 21712.00 EXPANSION JOINT SEALING SYSTEM | | | 0101 726-92406 6.000 EACH| 469.30000 2815.80| 1750.00000 10500.00| 600.00000 3600.00 BEARING ASSEMBLY, ELASTOMERIC A1 | | | 0102 726-92406 6.000 EACH| 444.22000 2665.32| 1750.00000 10500.00| 700.00000 4200.00 BEARING ASSEMBLY, ELASTOMERIC A2 | | | 0103 726-92406 6.000 EACH| 444.22000 2665.32| 1750.00000 10500.00| 700.00000 4200.00 BEARING ASSEMBLY, ELASTOMERIC A3 | | | 0104 726-92406 6.000 EACH| 444.22000 2665.32| 1750.00000 10500.00| 700.00000 4200.00 BEARING ASSEMBLY, ELASTOMERIC A4 | | | 0105 726-92406 6.000 EACH| 444.22000 2665.32| 1750.00000 10500.00| 500.00000 3000.00 BEARING ASSEMBLY, ELASTOMERIC A6 | | | 0106 726-92406 9.000 EACH| 444.22000 3997.98| 1750.00000 15750.00| 500.00000 4500.00 BEARING ASSEMBLY, ELASTOMERIC B1 | | | 0107 726-92406 9.000 EACH| 444.22000 3997.98| 1750.00000 15750.00| 600.00000 5400.00 BEARING ASSEMBLY, ELASTOMERIC B2 | | | 0108 726-92406 9.000 EACH| 444.22000 3997.98| 1750.00000 15750.00| 700.00000 6300.00 BEARING ASSEMBLY, ELASTOMERIC B4 | | | 0109 726-92406 9.000 EACH| 444.22000 3997.98| 1750.00000 15750.00| 600.00000 5400.00 BEARING ASSEMBLY, ELASTOMERIC B5 | | | 0110 726-92406 9.000 EACH| 444.22000 3997.98| 1750.00000 15750.00| 500.00000 4500.00 BEARING ASSEMBLY, ELASTOMERIC B6 | | | 0111 801-01093 8.000 EACH| 971.47000 7771.76| 900.00000 7200.00| 1000.00000 8000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0112 801-04308 1.000 EACH| 632.84000 632.84| 600.00000 600.00| 650.00000 650.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0113 801-06203 7467.000 LFT | 0.17000 1269.39| 0.20000 1493.40| 0.25000 1866.75 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0114 801-06207 18047.000 LFT | 0.99000 17866.53| 0.95000 17144.65| 1.00000 18047.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0115 801-06640 35.000 EACH| 166.54000 5828.90| 160.00000 5600.00| 250.00000 8750.00 CONSTRUCTION SIGN, A | | | 0116 801-06645 4.000 EACH| 33.31000 133.24| 40.00000 160.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0117 801-06710 240.000 DAY | 13.32000 3196.80| 22.00000 5280.00| 20.00000 4800.00 FLASHING ARROW SIGN | | | 0118 801-06775 LUMP| 34695.34000 34695.34| 50000.00000 50000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0119 801-07118 36.000 LFT | 22.21000 799.56| 22.00000 792.00| 30.00000 1080.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 05-0558668 |(2) 35-2040801 |(3) 35-1128289 |WEDDLE BROTHERS HIGHWAY GROU|GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 801-07119 96.000 LFT | 22.21000 2132.16| 22.00000 2112.00| 30.00000 2880.00 BARRICADE, III-B | | | 0121 801-09133 4.000 EACH| 10347.54000 41390.16| 10000.00000 40000.00| 15000.00000 60000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0122 801-97643 3600.000 LFT | 4.05000 14580.00| 3.75000 13500.00| 5.00000 18000.00 TEMPORARY BUZZ STRIPS | | | 0123 808-06694 2151.000 LFT | 0.24000 516.24| 0.25000 537.75| 0.35000 752.85 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0124 808-06713 5357.000 LFT | 0.14000 749.98| 0.15000 803.55| 0.35000 1874.95 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0125 808-06714 3206.000 LFT | 0.14000 448.84| 0.15000 480.90| 0.35000 1122.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0126 808-06716 3278.000 LFT | 0.39000 1278.42| 0.40000 1311.20| 0.50000 1639.00 LINE, REMOVE | | | 0127 808-75001 1340.000 LFT | 0.22000 294.80| 0.25000 335.00| 0.35000 469.00 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0128 808-75996 68.000 EACH| 8.20000 557.60| 35.00000 2380.00| 25.00000 1700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0129 808-75998 68.000 EACH| 38.55000 2621.40| 35.00000 2380.00| 45.00000 3060.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0130 205-03371 50.000 CYS | 48.13000 2406.50| 45.00000 2250.00| 5.00000 250.00 SEDIMENT, REMOVE | | | 0131 205-06932 30.000 LFT | 31.09000 932.70| 30.00000 900.00| 40.00000 1200.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0132 205-06936 35.000 TON | 37.62000 1316.70| 55.00000 1925.00| 40.00000 1400.00 TEMPORARY SEDIMENT TRAP | | | 0133 607-06355 190.000 LFT | 45.42000 8629.80| 68.00000 12920.00| 75.00000 14250.00 PAVED SIDE DITCH, E | | | 0134 621-06567 0.200 MG | 11.11000 2.22| 11.00000 2.20| 12.00000 2.40 WATER | | | 0135 621-06574 50.000 SYS | 35.31000 1765.50| 35.00000 1750.00| 35.00000 1750.00 SODDING | | | SECTION TOTALS | $ 4,820,660.35| $ 5,206,000.00| $ 5,332,307.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,820,660.35| $ 5,206,000.00| $ 5,332,307.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE 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 BRIDGE REHABILITATION | | | 0001 105-06657 24.000 MOS | 500.00000 12000.00| | PHONE, CELLULAR | | | 0002 105-06845 LUMP| 40000.00000 40000.00| | CONSTRUCTION ENGINEERING | | | 0003 105-07039 24.000 MOS | 1500.00000 36000.00| | FIELD OFFICE, B | | | 0004 108-01614 LUMP| 10000.00000 10000.00| | PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 275000.00000 275000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 27500.00000 27500.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 763.000 SYS | 14.50000 11063.50| | PAVEMENT REMOVAL | | | 0008 202-02241 3363.000 LFT | 3.25000 10929.75| | GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP| 265000.00000 265000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-94749 650.000 LFT | 7.00000 4550.00| | CURB, ASPHALT, REMOVE | | | 0011 202-99187 420.000 LFT | 2.25000 945.00| | FENCE, FARM FIELD, REMOVE | | | 0012 203-02000 1732.000 CYS | 12.00000 20784.00| | EXCAVATION, COMMON | | | 0013 203-02070 2979.000 CYS | 15.00000 44685.00| | BORROW | | | 0014 203-90014 5.300 STA | 1000.00000 5300.00| | LINEAR GRADING | | | 0016 205-06933 5.000 EACH| 75.00000 375.00| | TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 2265.000 LFT | 1.45000 3284.25| | TEMPORARY SILT FENCE | | | 0018 206-51215 77.000 CYS | 150.00000 11550.00| | EXCAVATION, X | | | 0019 206-51220 677.000 CYS | 300.00000 203100.00| | EXCAVATION, WET | | | 0020 206-51225 2082.000 CYS | 120.00000 249840.00| | EXCAVATION, DRY | | | 0021 207-07503 5241.000 SYS | 6.00000 31446.00| | SUBGRADE TREATMENT, TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 211-02050 121.000 CYS | 50.00000 6050.00| | B BORROW | | | 0023 211-06467 31.000 CYS | 50.00000 1550.00| | AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 887.000 CYS | 25.00000 22175.00| | STRUCTURE BACKFILL | | | 0025 301-07448 680.000 TON | 18.00000 12240.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 174.000 CYS | 50.00000 8700.00| | DENSE GRADED SUBBASE | | | 0027 306-08036 1280.000 SYS | 10.00000 12800.00| | MILLING, ASPHALT, 2 IN. | | | 0028 402-07433 677.000 TON | 50.00000 33850.00| | HMA SURFACE, TYPE B | | | 0029 402-07438 1366.000 TON | 39.00000 53274.00| | HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 1476.000 TON | 39.00000 57564.00| | HMA BASE. TYPE A | | | 0031 402-07441 5809.000 TON | 33.00000 191697.00| | HMA BASE, TYPE B | | | 0032 402-07784 141.000 TON | 110.00000 15510.00| | HMA SURFACE, TYPE D | | | 0033 402-07785 71.000 TON | 70.00000 4970.00| | HMA INTERMEDIATE, TYPE D | | | 0034 406-05520 11.800 TON | 225.00000 2655.00| | ASPHALT FOR TACK COAT | | | 0035 502-06329 213.200 SYS | 70.00000 14924.00| | PCCP, 12 IN. | | | 0036 503-03489 96.000 EACH| 9.00000 864.00| | RETROFITTED TIE BARS | | | 0037 503-05310 96.000 LFT | 200.00000 19200.00| | TERMINAL JOINT | | | 0038 601-01522 4.000 EACH| 1500.00000 6000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-02205 1.000 EACH| 1050.00000 1050.00| | TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0040 601-02206 337.500 LFT | 9.00000 3037.50| | TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0041 601-07024 1.000 EACH| 5000.00000 5000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 601-94689 4.000 EACH| 2500.00000 10000.00| | GUARDRAIL END TREATMENT, OS | | | 0043 601-97080 1.000 EACH| 2100.00000 2100.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 1000.000 LFT | 15.00000 15000.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 602-06639 1710.000 LFT | 45.00000 76950.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06729 40.000 EACH| 8.00000 320.00| | BARRIER DELINEATOR | | | 0047 603-06040 362.000 LFT | 7.50000 2715.00| | FENCE, FARM FIELD, 47 IN. | | | 0048 606-07484 5173.000 LFT | 0.80000 4138.40| | MILLED HMA SHOULDER CORRUGATIONS | | | 0049 609-06259 817.800 SYS | 60.00000 49068.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0050 611-03392 2.000 EACH| 80000.00000 160000.00| | TEMPORARY CROSSOVER, A MODIFIED | | | 0051 616-02320 1842.000 SYS | 2.50000 4605.00| | GEOTEXTILES | | | 0052 616-05688 690.000 TON | 25.00000 17250.00| | RIPRAP, CLASS 1 | | | 0053 616-06405 500.000 TON | 26.00000 13000.00| | RIPRAP, REVETMENT | | | 0054 616-06451 100.000 TON | 30.00000 3000.00| | RIPRAP, UNIFORM | | | 0055 619-05926 LUMP| 1100.00000 1100.00| | ENVIRONMENTAL CONTROL | | | 0056 619-51859 LUMP| 21000.00000 21000.00| | PAINT STEEL BRIDGE | | | 0057 619-61000 LUMP| 115000.00000 115000.00| | CLEAN STEEL BRIDGE | | | 0058 621-01004 4.000 EACH| 900.00000 3600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-02770 8850.000 SYS | 1.50000 13275.00| | EROSION CONTROL BLANKET | | | 0060 621-06545 1.900 TON | 525.00000 997.50| | FERTILIZER | | | 0061 621-06548 20.000 LBS | 27.00000 540.00| | SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 621-06553 675.000 LBS | 3.00000 2025.00| | SEED MIXTURE, R | | | 0063 621-06557 200.000 LBS | 5.25000 1050.00| | SEED MIXTURE, T | | | 0064 621-06565 13.000 TON | 425.00000 5525.00| | MULCHING MATERIAL | | | 0065 701-51195 1767.000 LFT | 70.00000 123690.00| | PILE, STEEL H, HP 12 X 53 | | | 0066 701-91792 83.000 EACH| 100.00000 8300.00| | PILE TIP, STEEL H | | | 0067 702-51005 1156.100 CYS | 550.00000 635855.00| | CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 344.600 CYS | 350.00000 120610.00| | CONCRETE, B, FOOTINGS | | | 0069 702-51110 11592.000 LBS | 3.00000 34776.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0070 702-51863 2370.000 EACH| 12.00000 28440.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0071 703-01540 80.000 EACH| 11.00000 880.00| | THREADED TIE BAR ASSEMBLY | | | 0072 703-51030 259012.000 LBS | 0.90000 233110.80| | REINFORCING STEEL | | | 0073 703-51032 372562.000 LBS | 1.10000 409818.20| | REINFORCING STEEL, EPOXY COATED | | | 0074 703-97936 2805.000 EACH| 11.00000 30855.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0075 704-51002 965.300 CYS | 575.00000 555047.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-05734 8.000 EACH| 1300.00000 10400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0077 706-51020 166.600 CYS | 300.00000 49980.00| | CONCRETE, C, RAILING | | | 0078 709-51821 LUMP| 24000.00000 24000.00| | SURFACE SEAL | | | 0079 711-04297 620.000 SQIN| 3.00000 1860.00| | STRUCTURAL STEEL, FIELD CUT | | | 0080 711-51038 LUMP| 485000.00000 485000.00| | STRUCTURAL STEEL | | | 0081 711-51864 1275.000 EACH| 18.00000 22950.00| | DRILLED HOLE | | | 0082 711-51877 LUMP| 90000.00000 90000.00| | JACKING AND SUPPORTING BEAMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 711-96479 274.000 EACH| 10.00000 2740.00| | BOLT, REMOVE | | | 0084 711-96800 7900.000 EACH| 2.50000 19750.00| | STUD SHEAR CONNECTOR | | | 0086 715-05118 5.000 LFT | 100.00000 500.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0087 715-05118 722.000 LFT | 25.00000 18050.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. TEMPORARY| | | 0088 715-05123 528.000 LFT | 35.00000 18480.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. TEMPORARY| | | 0090 715-05407 88.000 LFT | 20.00000 1760.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0091 715-05597 10.000 LFT | 65.00000 650.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0092 715-26770 1.000 EACH| 5500.00000 5500.00| | GRATED BOX END SECTION, I, 3:1, 24 IN. | | | 0093 715-26770 1.000 EACH| 5500.00000 5500.00| | GRATED BOX END SECTION, I, 3:1, 24 IN. | | | TEMPORARY | | | 0094 715-46000 1.000 EACH| 250.00000 250.00| | PIPE END SECTION, 12 IN. TEMPORARY | | | 0096 715-91361 108.000 LFT | 25.00000 2700.00| | PIPE, PVC, 6 IN. | | | 0097 720-44296 9.000 EACH| 750.00000 6750.00| | CAP INLET | | | 0098 720-45025 1.000 EACH| 2500.00000 2500.00| | INLET, D6 MODIFIED, TEMPORARY | | | 0099 720-45030 1.000 EACH| 2000.00000 2000.00| | INLET, E7 | | | 0100 724-03276 236.000 LFT | 150.00000 35400.00| | EXPANSION JOINT SEALING SYSTEM | | | 0101 726-92406 6.000 EACH| 900.00000 5400.00| | BEARING ASSEMBLY, ELASTOMERIC A1 | | | 0102 726-92406 6.000 EACH| 900.00000 5400.00| | BEARING ASSEMBLY, ELASTOMERIC A2 | | | 0103 726-92406 6.000 EACH| 900.00000 5400.00| | BEARING ASSEMBLY, ELASTOMERIC A3 | | | 0104 726-92406 6.000 EACH| 900.00000 5400.00| | BEARING ASSEMBLY, ELASTOMERIC A4 | | | 0105 726-92406 6.000 EACH| 900.00000 5400.00| | BEARING ASSEMBLY, ELASTOMERIC A6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 726-92406 9.000 EACH| 900.00000 8100.00| | BEARING ASSEMBLY, ELASTOMERIC B1 | | | 0107 726-92406 9.000 EACH| 900.00000 8100.00| | BEARING ASSEMBLY, ELASTOMERIC B2 | | | 0108 726-92406 9.000 EACH| 900.00000 8100.00| | BEARING ASSEMBLY, ELASTOMERIC B4 | | | 0109 726-92406 9.000 EACH| 900.00000 8100.00| | BEARING ASSEMBLY, ELASTOMERIC B5 | | | 0110 726-92406 9.000 EACH| 900.00000 8100.00| | BEARING ASSEMBLY, ELASTOMERIC B6 | | | 0111 801-01093 8.000 EACH| 950.00000 7600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0112 801-04308 1.000 EACH| 650.00000 650.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0113 801-06203 7467.000 LFT | 0.18000 1344.06| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0114 801-06207 18047.000 LFT | 1.00000 18047.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0115 801-06640 35.000 EACH| 175.00000 6125.00| | CONSTRUCTION SIGN, A | | | 0116 801-06645 4.000 EACH| 30.00000 120.00| | CONSTRUCTION SIGN, B | | | 0117 801-06710 240.000 DAY | 15.00000 3600.00| | FLASHING ARROW SIGN | | | 0118 801-06775 LUMP| 130000.00000 130000.00| | MAINTAINING TRAFFIC | | | 0119 801-07118 36.000 LFT | 22.00000 792.00| | BARRICADE, III-A | | | 0120 801-07119 96.000 LFT | 22.00000 2112.00| | BARRICADE, III-B | | | 0121 801-09133 4.000 EACH| 10000.00000 40000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0122 801-97643 3600.000 LFT | 4.00000 14400.00| | TEMPORARY BUZZ STRIPS | | | 0123 808-06694 2151.000 LFT | 0.25000 537.75| | LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0124 808-06713 5357.000 LFT | 0.15000 803.55| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0125 808-06714 3206.000 LFT | 0.15000 480.90| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 501 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,556,568.84 ROUTE : I-70 CALL ORDER : 501 CONTRACT ID : B -26414-A COUNTIES : PUTNAM LETTING DATE : 04/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 808-06716 3278.000 LFT | 0.40000 1311.20| | LINE, REMOVE | | | 0127 808-75001 1340.000 LFT | 0.25000 335.00| | LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0128 808-75996 68.000 EACH| 15.00000 1020.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0129 808-75998 68.000 EACH| 38.00000 2584.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0130 205-03371 50.000 CYS | 50.00000 2500.00| | SEDIMENT, REMOVE | | | 0131 205-06932 30.000 LFT | 33.00000 990.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0132 205-06936 35.000 TON | 30.00000 1050.00| | TEMPORARY SEDIMENT TRAP | | | 0133 607-06355 190.000 LFT | 45.00000 8550.00| | PAVED SIDE DITCH, E | | | 0134 621-06567 0.200 MG | 10.00000 2.00| | WATER | | | 0135 621-06574 50.000 SYS | 34.00000 1700.00| | SODDING | | | SECTION TOTALS | $ 5,560,978.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,560,978.86| | 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